The URL can be used to link to this page

919 Persimmon Ave - BC08-002326 (SANFORD COMMUNITY CENTER) (A)*NOTICE* THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED "APPROVED FOR CONSTRUCTIONBY CPH ENGINEERS, INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY. Know what's below. Cal before you dig. ..... t"'M tj rT s r i -rs °�»'i-ms's^. i��" ..�3.z •W .,« . ,r• �z�. � �— ` 9 �. .. ,-«�. i , kw e —z a •ped`- « ...r .0 "� �� c .. � ;^" � , f ,. .,, ...�.„„�„«.... �. .s,.^'cz ?...„•c"; —*.�^" auav,�.. .r�.s ar..$ie".x?"r �'" � ark:'" - v a baa r .5�2 �!F^2. s✓ �� r � �b. ? i" �, re 7. "��Z�"��s'�.w r"...e�S�+,�Yv�fi� �•. �� I pYp1M r � . ,i".s, r"x�=" j},"�� Y � x"•. • i I 4�. � r �W � y';��xxy ly« Few �. �lw- �F i •:. C "rny��k..4 2�ya"" R District 1: Art Woodruff District 2; Velma Williams District 3: Randy Jones District 4; Jack Bridges CITY MANAGER Robert P. Yehl UTILITY DIRECTOR Index of sp'7, h ec" ish C-1. COVER SHEET C-2. BOUNDARY SURVEY C-3. GENERAL NOTES C-4. SITE DIMENSION PLAN C-5. SITE GRADING PLAN C-6. COMPOSITE UTILITY PLAN C-7. GENERAL DETAILS C-8. UTILITY DETAILS PD. PROJECT DATA A100. EXISTING FLOOR PLAN & ELEVATIONS A101. FLOOR PLAN A102 REFLECTED CEILING PLAN A201. BUILDING ELEVATIONS A301. BUILDING SECTIONS A601. WINDOWS AND DOOR SCHEDULES JOIB# 50693 DATE; MARCH. 2008 N. KATRIINA BOWMAN, P.B. I 45155 ,r • *NOTICE* THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED "APPROVED FOR CONSTRUCTIONBY CPH ENGINEERS, INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY. Know what's below. Cal before you dig. ..... t"'M tj rT s r i -rs °�»'i-ms's^. i��" ..�3.z •W .,« . ,r• �z�. � �— ` 9 �. .. ,-«�. i , kw e —z a •ped`- « ...r .0 "� �� c .. � ;^" � , f ,. .,, ...�.„„�„«.... �. .s,.^'cz ?...„•c"; —*.�^" auav,�.. .r�.s ar..$ie".x?"r �'" � ark:'" - v a baa r .5�2 �!F^2. s✓ �� r � �b. ? i" �, re 7. "��Z�"��s'�.w r"...e�S�+,�Yv�fi� �•. �� I pYp1M r � . ,i".s, r"x�=" j},"�� Y � x"•. • i I 4�. � r �W � y';��xxy ly« Few �. �lw- �F i •:. C "rny��k..4 2�ya"" R District 1: Art Woodruff District 2; Velma Williams District 3: Randy Jones District 4; Jack Bridges CITY MANAGER Robert P. Yehl UTILITY DIRECTOR Index of sp'7, h ec" ish C-1. COVER SHEET C-2. BOUNDARY SURVEY C-3. GENERAL NOTES C-4. SITE DIMENSION PLAN C-5. SITE GRADING PLAN C-6. COMPOSITE UTILITY PLAN C-7. GENERAL DETAILS C-8. UTILITY DETAILS PD. PROJECT DATA A100. EXISTING FLOOR PLAN & ELEVATIONS A101. FLOOR PLAN A102 REFLECTED CEILING PLAN A201. BUILDING ELEVATIONS A301. BUILDING SECTIONS A601. WINDOWS AND DOOR SCHEDULES JOIB# 50693 DATE; MARCH. 2008 N. KATRIINA BOWMAN, P.B. I 45155 4 NOW I 7JI 'E J28,94' LO`T 7 RAND'S AVINITION '10 SAIFOR0 P6NI' BOOK 1, PAGE 131 12 IVERVELLE R PUGM 10 Ile Lai ELPI-24I,24' IV W 'A P' 9131 "IN 330' 'Ile ..... .... J 411") T. + IV iSEBIAL-1 FIFLU El' W J. 4_V aD F&f. @'t v'4 miamon To vvFm Puv exxX 1. PACE '1J11 + T4. IV +1 MIDE + i), Q + .BQ .3 1 v zoo. -;AwpL w_ 4 . ...... .. ? Dom). + rip -7- "P, r.", PANDIS ;!0DI TONI TO SAPPORO Uri K PAGE 131 PLAr 5001.1 26-19--JO502-0000 00 IQ L • Lid ia + + I, Ir I �11 r") .rjJ10 Z's sil C7 n 4a + q Y�Aofff ilMHOL '�1I, 'kk 11-P 1\1.11w "A :1� I , + S'a ltv ry LO j� -7 In as 4, f ""ARly IRV,, .-I— -i'V13 . " W_ I " . ... . ...... . + + P Lai, 10 SNll Twiri's 'ADDIIII01 110))5ahlp Cfhh.1_32) PLAT ooci,, 1. PAGE 131 PL00IMNI) GUY ("If va',nt:i. 01 0 C[TY OF fANFOR0 'SSA40 LF4 2108' *d"Ilal + If) 4; 26-10 V144LILIAM C04Ffl' PER PLAT 00OK 101 RIVaFls 15-16 '2 RM 4 �Svf..)U him- + ----------- r . .... ...... Vip IV 'Ly fi iw F.I.F.M.2.3 P Ni 9 W4 -1"V I a, 6 M . ....... . . . . ...... W 2 J .......... W� " t z7� 1 a PICO .. . ......... . ...... '7 — ------- --------- v rfi i W-11'?'2 Nor MUM) MCCRACKEN ROAD 50, Rlyi 1O.Ar eN, - �11 -22.6? yY '111141 Fj PER O.R. BOOK 160, PA(WE'S 579-180 Altr . .... . . ..... . ............ htm_za' El Gil Or -2mFORD y MCE W pal imw- 141 ....... . . . _A= X X SW 19 31 "W 330' MI > 4Y 101 R";HAR. & ROUMER R"AL-111C 2 Wj PARCEL 4� Er [0 N' FF -24,43' re-iUMF o i1v S 0NY 1'a7 A! !�1111 NAM X /'X" _4 Blu Viv-9,10 IV 'i I PIF N111-1156 5, 40 GRAPHIC SCALE 20 40 LEGEND & ABBREVIATIONS 4 x = CROSS CUT PALM TREE 'J" = CONCRETE MONUMENT OAK TREE W Nk�l . . ..... .. . — FIRE HYDRANT —X— = CHAIN LINK FENCE DOWN GUY — OHL— = OVERHEAD LINE IRON PIPE IV IV I = REINFORCED CONCRETE PIPE IRON ROD INV = INVERT 4:� + = ELEVATION NAIL W/ul5Q Ile Lai ELPI-24I,24' IV W 'A P' 9131 "IN 330' 'Ile ..... .... J 411") T. + IV iSEBIAL-1 FIFLU El' W J. 4_V aD F&f. @'t v'4 miamon To vvFm Puv exxX 1. PACE '1J11 + T4. IV +1 MIDE + i), Q + .BQ .3 1 v zoo. -;AwpL w_ 4 . ...... .. ? Dom). + rip -7- "P, r.", PANDIS ;!0DI TONI TO SAPPORO Uri K PAGE 131 PLAr 5001.1 26-19--JO502-0000 00 IQ L • Lid ia + + I, Ir I �11 r") .rjJ10 Z's sil C7 n 4a + q Y�Aofff ilMHOL '�1I, 'kk 11-P 1\1.11w "A :1� I , + S'a ltv ry LO j� -7 In as 4, f ""ARly IRV,, .-I— -i'V13 . " W_ I " . ... . ...... . + + P Lai, 10 SNll Twiri's 'ADDIIII01 110))5ahlp Cfhh.1_32) PLAT ooci,, 1. PAGE 131 PL00IMNI) GUY ("If va',nt:i. 01 0 C[TY OF fANFOR0 'SSA40 LF4 2108' *d"Ilal + If) 4; 26-10 V144LILIAM C04Ffl' PER PLAT 00OK 101 RIVaFls 15-16 '2 RM 4 �Svf..)U him- + ----------- r . .... ...... Vip IV 'Ly fi iw F.I.F.M.2.3 P Ni 9 W4 -1"V I a, 6 M . ....... . . . . ...... W 2 J .......... W� " t z7� 1 a PICO .. . ......... . ...... '7 — ------- --------- v rfi i W-11'?'2 Nor MUM) MCCRACKEN ROAD 50, Rlyi 1O.Ar eN, - �11 -22.6? yY '111141 Fj PER O.R. BOOK 160, PA(WE'S 579-180 Altr . .... . . ..... . ............ htm_za' El Gil Or -2mFORD y MCE W pal imw- 141 ....... . . . _A= X X SW 19 31 "W 330' MI > 4Y 101 R";HAR. & ROUMER R"AL-111C 2 Wj PARCEL 4� Er [0 N' FF -24,43' re-iUMF o i1v S 0NY 1'a7 A! !�1111 NAM X /'X" _4 Blu Viv-9,10 IV 'i I PIF N111-1156 5, 40 GRAPHIC SCALE 20 40 DESCRIPTION: A portion of Section 26, Township 19 South, Range 30 East, Seminole County, Florida. Lots 8, 9 & 10, F.H. Rand's Addition to Sanford, as recorded in Plat Book 1, Page 131 of the Public Records of Seminole County, Florida SURVEYOR'S REPORT: 1. Utility locations if shown hereon are b(j!3td on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor, Additional sub -surface utilities may exist that have riot been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor or by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a so -arch of the Public Records, 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61017-6 requirements. Dimensions are shown in feet and decimals thereof. 4. Not valid without the signature and raised seal of a Florida Licensed Surveyor and Mapper. 5. Features shown by symbol as indicated in the legend are not to scale. 6. Bearings shown hereon are based on the West line F.H. Rand's subdivision as recorded in Plat Book 1, Page 131 of the Seminole County Public Records. Bearing being S00*05'10"W. 7. Vertical into rrna tion shown hereon refers to NAVD88, based in recovered Seminole County survey control point, described as "PK nail & disk at the N end of headwall, 6'± E of the E edge of pavement of Persimmon Ave, 22'± N of the projected centerline of Mccracken Rd.", designated 477.46.01. Elevation being 22.811'. 8. The electronic image of this map contains horizontal positions for all features shown relative to an assumed daturn. 9. This Survey was performed without benefit of an abstract, title search, title opinion or title insurance. A title search may reveal additional information affecting the Parcel as shown. 10. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. I I , The above described parcel contains 3.00 acres, more or less. NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclairn.,.; any other liability and hereby restricts the rights of any other individual or firm to use this survey, without express written consent of the surveyor, LEGEND & ABBREVIATIONS x = CROSS CUT PALM TREE 0 = CONCRETE MONUMENT OAK TREE FIRE HYDRANT —X— = CHAIN LINK FENCE DOWN GUY — OHL— = OVERHEAD LINE IRON PIPE RCP = REINFORCED CONCRETE PIPE IRON ROD INV = INVERT LIGHT POLE ELEV = ELEVATION NAIL W/ul5Q —SS— = SANITARY SEWER POWER POLE — G — = GAS MANHOLE —WL— = WATER LINE TRAFFIC SIGN FF = FINISHED FLOOR WELL — 0— = WOOD POST FENCE ci = WATER METER UM = BENCH MARK h - BENCH LB LICENSED BUSINESS = FLAT GRATE INLET a ZZ SERVICE POLE = MITERED END SECTION = FLAGPOLE M = 4"x4' WOOD POST SSMC = SOUTHEASTERN SURVEYING & MAPPING CORP DESCRIPTION: A portion of Section 26, Township 19 South, Range 30 East, Seminole County, Florida. Lots 8, 9 & 10, F.H. Rand's Addition to Sanford, as recorded in Plat Book 1, Page 131 of the Public Records of Seminole County, Florida SURVEYOR'S REPORT: 1. Utility locations if shown hereon are b(j!3td on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor, Additional sub -surface utilities may exist that have riot been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor or by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a so -arch of the Public Records, 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61017-6 requirements. Dimensions are shown in feet and decimals thereof. 4. Not valid without the signature and raised seal of a Florida Licensed Surveyor and Mapper. 5. Features shown by symbol as indicated in the legend are not to scale. 6. Bearings shown hereon are based on the West line F.H. Rand's subdivision as recorded in Plat Book 1, Page 131 of the Seminole County Public Records. Bearing being S00*05'10"W. 7. Vertical into rrna tion shown hereon refers to NAVD88, based in recovered Seminole County survey control point, described as "PK nail & disk at the N end of headwall, 6'± E of the E edge of pavement of Persimmon Ave, 22'± N of the projected centerline of Mccracken Rd.", designated 477.46.01. Elevation being 22.811'. 8. The electronic image of this map contains horizontal positions for all features shown relative to an assumed daturn. 9. This Survey was performed without benefit of an abstract, title search, title opinion or title insurance. A title search may reveal additional information affecting the Parcel as shown. 10. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. I I , The above described parcel contains 3.00 acres, more or less. NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclairn.,.; any other liability and hereby restricts the rights of any other individual or firm to use this survey, without express written consent of the surveyor, GENERAL PROVISIONS i. THE CONTRACTOR SHALL OBTAIN FROM rHE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMi rS AND LOCAL AGENCY PERMITS. 2. ALL CONSTRUCTION PROJECTS 5 OR MORE ACRES IN 31ZE THAT DIJCHARGETO OFFSITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT. ALL CONSTRUCTION PROJECTS I ACRE OR MORE IN SIZETHAT DIUCHARGE TO OFFSITE AREAS ARE ALSO REQUIRED TO ABIDE BY NPDES REQUIREMENTS. THE IMPLEMENTATION FOR THIS NEW REQUIREMENT NCLUI)E5THO3E PROJECTS WHERE CONSTRUCTION HAS COMMENCED AND ARE NOT COMPLETED AS OF 5/l/03. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE STORPOWATER POLLu riON PREVENTION PLAN (S.A/PPP) AND SUBMITTING NPUES "NOTICE OF IN TENT" (N.O.I.) AND"NOTICE OF TERMINATION" (N.O.T.) NOTICES -TO THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPIDES PROGRAM. THE CON TRACTOR SHALL KEEP ONSITE A COPY OF THE SWPPP, NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER VVI fFi THE INSPECTION REPORTS AND CURREN f PLANS. INCLUDING ANY MODIFICATIONS REQUIRED. 3. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE coNsTRuc rION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF -THE ENGINEER IMMEDIATELY. 4. BASE SURVEY INFORMATION INCLUDING HU I NO I LIMI I ED I 0 ELEVAT EASEMEN I S. RICH FS OF WAY, AND a rHER TOPOGRAPHIC INFORMATION HAS UCCN PREPARED BY OTT IER PROFESSIONALS. 5. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTI 111f, PROFESSIONALS, wi ijci I coNTAINTi ic-_ NAME, ADDRESS. AND LOGO OF THE PROFESSIONAL- CPH ENGINEERS, ING 18 NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 6. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS 'TO 'THE ENGINEER FOR APPROVAL PRIOR I 0 ORDERING THE MA HERIALS REQUIRED FON CONS FRUC HOIN. PRIOR 1`0 SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWING 'I, PRODUCT DATA, AND SAMPLES For, COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDI TIONS AND SHALL COORDINATE THE SHOP DRAWINGS WI FH THE REQUIREMEN I'S FOR OTHER RELATED WORK. THE CONTRACTOR's RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMI T FALS IS NO F RELIEVED BY THE ENGINEER'S REVIEW OF suBmi rTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING ATTHETIME OF SUBMISSION, OF DEVIATIONS IN suumi r I -ALS FRomTHE REQUIREMEN rs OF THE CON TRACY DOCUMEN fS. 7. PROTECT BENCHMARKS, PROPER 7Y CORNERS, AND a rHER SURVEY MONUMEN rS FROM DAMAGE OR DISPLACEMENT. IF rvIARKER NEEDS To BE REMOVED I r SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 8. THE CONTRACTOR 13 RESPONSIBLE FOR ALL QUALI FY CON rROLTEs rING, AS A miNimum,TESTING SHALL INCLUDE A) PIPING AND STRUc ruRAL EXCAVATION, BEDDING AND BACKFILL MA rERIALS AND DENsi ry FES rs: b) DETERMINATION OF COMPAC FIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREPOEN rs: c) PoR rLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CON TENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING. 9. IN AUDI riONTo QUALITY CONTROL FES rING, THE CON FRAc FOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PAR F THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING,JURISDICHON SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CON rRAc FOR SHALL PAY ALL COSTS IN CONNECTION rHEREwi rH AND SHALL FURN13H THE OWNER AVID ENGINEER THE REQUIRED CERTIFICATES OF INSPECfION.TES rING OR APPROVAL. 10. ANY DESIGN OR TESTING LA13ORArcRY UTILIZED uYTHE CON TRACTOR SI IALL BE AN INDC-PENUENT LABORATORY ACCEP rADLET0 ,THE OWNER ANDTHE ENGINEER. APPROVED IN WRI TING, AND COMPLYING wi rHTHE LATES r EDI rION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENF7 LABORATORY QUALIFICATION'. PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDEN r LABORATORIES. 11. TESTING , REULTS SHALL BE PROVIDED TO THE OWNER/OPERAYOR ANDTHE ENGINEER. ALLTES T RESUL I'S SI IALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMNIEUJA I E UASIS. 12. CON rRAC7OR,MUST REFER TO CITY OF ALTAONTE SPRINGS LAND DEVELOPEMENT CODE SEC FION 16.3.1 FOR CLOSE-OUT REQUIREMENTS. UTILITY GENERAL NOTES I THE U TILI TY OA FA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY. OR 13 BASED ON UTILITY DRAWINGS, MAPS. OR FIELD RECONNAISSANCE. 2. THE LOCA rIONS OF ALL EXisTiNG UTILITIES SHOWN ONTHE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER A35UMES NO RESPON8,1131LITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR's RESPONSIBILITY TO NOTIFY rHE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BYTHE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR Nor, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND 'THE RESPECTIVE u r1Li ry COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3. A SINGLE POINT UTILITY UEN NFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR Is To CONTACIFTHE SUNSHINE STATE ONE CALL CENTER AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO 'THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM, THE CW1 rRACTOR SHOULD CONTACT ALL HON -PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES. PER FLORIDA STATUTE 553,85t, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE CAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION. 4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE FACILITIES IN THE VICINITY OFTHE CONSTRUCTION AREA: CITY OF SANFORD (WATER) ATTN: PAUL MOORE, P.E. UIRECTOR (401) 330-56,10 CITY OF SANFORD (SEWER8. SOLID WASTE) ATTN: EMILY MLCABE (40/) 302-9414 FLORIDA POWER AND LIGHT (ELECrRIC) ATrN: CHARLIE JOHNSON (407) 328-1924 BELLSOUTH (TELEPHONE) ATTN:,%IAR7]N NOSIE (.10/) 321-0-14( BRIGH rHOUSE HE rivows (CABLE) ATYN: MARVIN USIRY (,I()/) 532-85G9 5. THE CONTRACTOR 13 RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS A' SOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. 'THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONS I HUD I ION RELA I ED MA I I VVI I H EACH U I ILI I Y. 6 IT S1 IALL BE 71 IE CONTRACTOR'S RESPONSIBILI rY FO MAIN rAIN IN SERVICE ALL EXis TING PIPING ENcouN rERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING' CONSTRUCTION WITHOUT UNDUE IN I LRRUP I ION OF SERVICE MAY BE REMOVED AND REPLACED BY I HE CON I RAU FOR WI I H THE PERMISSION OF THE OWNER AND THE ENGINEER. 7. 'TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRAYETHE ENGINEER'S IN TEN r AND ARE NOT PRESEN FED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONS fRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE suumiTS A PROPOSAL FOR AN AL rERNAYE ME rHOD TO THE ENGINEER FOR APPROVAL AND USES MATERIALS AS CESIGNA rED IN THE SPECIFICA NONS. 8. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH. ORTHE NEED FOR ADDITIONAL FITTINGS. SENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (13) A NEED FOR RELOCATION OF EXISTING u rILITIES, 'THEN DETAILS OF SUCH DEPAR ruRES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED POR rIONS OF THE PROJECT AND THE REASONSTHEREFORE, SHALL BE SUBMITTED WITH SHOT, DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL Cos rT0 THE OWNER. 9. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES. AND OTHER EQUIPMENT, MA rERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PREUSURETEs rJNG. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRI FTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED rEsYING. THE CONTRACTOR SHALL PERFORM SATISFAc roRy PRETEs TING PRIOR To NOTIFICATION. AS-EIUILT DRAWING REQUIREMEN rS 1. AS -BUILT DRAWINGS SHALL BE PROVIDED By ri Ir CONTRACTORTOTI E ri Rcc WEEKS PRIOR TO rINAL. INSPECTION ALL AS -BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DA FED 13Y THE RESPONSIBLE PARTY. 2. AT THE COMPILE ITON OF THE WORK. DELIVER I HE DRAWINGS UOCUMEN I Ab -BUIL I INFORMA ITON, MEASURED by A LICENSEL) SURVEYOR, -TO THE IN GOOD CONDITION AND FREE FROM ANY EXTRANEOUS NOTATION. rHEAS-bUlLT INFORMATION is TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL U rILJ rY AND STORM s rRUcruRE8 INCLUDING Bur Nor LIMi FED ro MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE -TOP AND NvERr ELEvArioNs. B. DISTANCE ALONG PIPELINES BETWEEN sFRucrURES. c, s roRMWArEIR POND TOP OF BERM AND POND BOTTOM ELEVATIONS AT A MINIMUM OF SIX LOCATIONS PER POND. (N/A) D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS. (N/A) E. STORMWATER POND TOP AND BOTTOM HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF SIX LOCATIONS PER POND, WITH LOCATIONS TIED TO PROPERTY CORNERS, EASEMENTS. AND RICH FS-oF-wAY. (N/A) F� STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS. ELEVATIONS. CONTOURS. AND CROSS SECTION';. 0. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILI FY VALVES, Fi F rINGS, CONNECTION POINTS, ETC, H. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHE rHER THE WATER MAIN IS EXIS TING OR NEW) IN ORDER TO DOCumaj r Ti lAr ri IE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET. 1. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES. LOCATED EVERY 200 -FT PLUS ALL CHANGES IN HORIZONTAL OFFSET. J. PAVEMENT 14VIDTH AND ELEVATIONS A r THE CEN TERLINE AND EDGE OF PAVEMEN F EVERY 200 FEE r PLUS A f ALL CHANGES IN LONGIFUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, ANDAT ALL DRIVEWAY AND STREET INTER3ECTION3, FORPARKINO LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS. K. ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET. L. HORIZONTAL AND VERTICAL DA rA FOR ANY CONSTRuc riONTHAT DEVIA FES FROMTHE APPROVED ENGINEERING DRAWINGS. M WHERE7HE PLANS Carl FAIN SPECIFIC HORIZONTAL LOCATION DATA. SUCH AS s rATION AND OFFSET, THE AS -BUIL r DRAWINGS ARE TO REFLECT THE ACTUAL HORIZON FAIL LOCATION. N. WHERE THE PLANS CON FAIN SPECIFIC VERTICAL ELEVATION DArA,THE AS -BUILT DRAWINGS ARETO REFLEc r THE Ac FOAL MEASURED VERTICAL ELEVAFION EROSION AND SEDIMENT CONTROL I . EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION, SEDIMEN F CONTROL CONS13TS OF SILT FENCING, HAY BALES, AND FLOATING ruRBiurrY BARRIERS PER FOOT INDEX HO. 102 AND 103. EROSION CON fROL CONSISTS OF SEEDING AND MULCHING, SODDING, WET TING SURFACES, PLACEMENT OF COARSE AGGREGATE, TEMPORARY PAVING. 2. MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER OR GOVERNING AUTHORITIES ro CON TROL EROSION AND SILTATION DURING LIFE OF CONTRACT. OWNER HAS AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING, EXCAVATioN,TRENCHING, BORROW AND EMBANKMENT OPERATIONS. OWNER ALSO HAS AUTHORITY FOLARECT CONIRACTORTO PROVIDE IMMEDIATE PERMANENT OR FEMPORARY HkOIONATIOSEDIMENT CONTROL MEASURES. 3. CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENI-ADDITIONAL MEASURES TO CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIES F PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS. 5. GRASS ALL UIS FORBEL) AREAS WI FHIH 7 DAYS OF INITIAL DISTURBANCE. TYPE OF GRASSING SHALL BE AS FOLLOWS; EMPORARY GRASSING TO BE SODDING AT ALL DRAINAGE STRUCTURES, RETENTION AREAS, SWALES AND DITCHES, AND WHERE SLOPES ARE STEEPER THAN 5� 1. TEMPORARY GRASSING CAN BE SEED AND MULCH AT ALL OTHER LOCATIONS UNLES OTHERWISE INDICATED IN THE DRAWINGS OR SPECIFICATIONS. 6. INSPECT EVERY TWO WEEKS DURING CONSTRUCTION. REMOVE ANY SEDIMENT BUILD-UP. REPAIR AND REINS FALL ANY DAMAGED ORNIISSINOSEUINIE�ITCOPITFiOLIVIEASLJRES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDi rIONAL SEDIMEN FAriON CON rROL IS NECESSARY. 7. AREAS 'To BE PAVED SHALL BE TREAfIED WI qI A BITUMINOUS PRIME COAT AND SANDEDTo MINIMIZE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN 8 HOURS AFTER INS rALLA RON OF BASE COURSE. AREASTo RECEIVE CONCRE HE PAVING SHALL BE EITHER PROTECTED WITH ALAYER OF FOOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED wjrHIN 48 HOURS OF INSTALLATION OF THE SUBGRADE. INSTALL FINAL SURFACE COURSESvvi THIN 14 DAYS AFTER REMOVAL OF Exis TING PAVEMEN r, TRAFFIC CONTROL 1. THE CON rRAC FOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OFTRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION. THE m.o,'r. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE ENGINEER, OWNER. AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. ALL PROP03ED ROADWAY AND DRIVEWAY LANE CLOSURES SHALL 13E RES rRICTED 1`0 THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. 2. ALL CONSTRUCTION SIGHING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAIN rAINED DURING CON3fRUCFION IN ACCORDANCE WITH FOOT INDEX NO. 600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (mUTcD). THE PLACEMEN r OFTHE SIGNING AND MARKINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. INSPEC r TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHT 13 MAIN rAINED rHROUGHOU IF CONSTRUCTION. 4. CONTAcr[IROPEEiTYOW�JERSAFFEcrEL)BYCONsrRuc,rio�i. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCrION. 5. WET ON' TABILIZED AREAS AS NECESSARY TO CONTROL DUST. G. ADJUST TRAFFIC CONTROL DEVICES As REQUIRED UNDER EMERGENCY CONDITIONS. 7. 171 IC CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. WHEN WORK OCCURA/I I HIN lb -FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-F I �Rakl I HE EDGE OF PAVEMENT, SoNAUE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FOOT INDEX NO. 600 AND 602. 9. TYPE I OR TYPE 11 BARRICADES AT 20 -FT CENTERS SHALL BE PLACED AND MAIN rAINEU ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMEN rS ARE OPEN TO PUBLIC USE. SITE PREPARATION I . UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR 13 EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIV171ES W1 THIN THE PROPERTY. RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CON TRACTOR DIS FURS SURROUNDING PROPER rIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPER TIES SHALL BE REPAIREU BY THE CON TRACTOR ON AN IMMEDIA TE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. S TAKE OUT THE CONS rRuc TION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINE. bASELINES, AND REFERENCE Pow rs FoRTHE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS. DIMENSIONS AND LOCATIONS YoTHE ENGINEER BEFORE COMMENCING WORK. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PAR FICULARLY I HOSE TREES AND SHRUL33 LUCA I ED ADJACENT TO WORK AREAS. 4. WI THINTI IE RIGI IT -OF -WAY, EAEMEN rs,, AND OWNER SECURED P ROPERTY. THE INTENT ISTO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION -'TREES AND SHRUBS TO REMAIN WHERE LUCA YED MORETHAN 16 FEE r FRomTHE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHIQHEVERI6FUkrHER. U [ILI rY PIPELINE CONS rRUCTION -TREES AND SHRUBS rQ REMAIN OU fSIUE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE. 5. TREES TO REMAIN IN rHE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAIL.-, ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCITISPREAD 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SI HE GRADING. AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE URA'A/INGS OR AS APPROVED IN WRITING BYTHE ENGINEER. 7, CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE CBS TRUCT THE WORK. 8. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXNTINGSTRUCTURES, PIPES OR UTILITIES. 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS. ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. 10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFF81TE DISPOSAL AREAS. DEWATERING I DESIGN AND PROVIDE DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT WITI I CURRDIT INDUSTRY PRACTICE. PROVIDE DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES. AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, U FILIZING WELLS, WELLPOIN rs. OR SIMILAR POSI TIVE METHODS. MAINTAIN THE GROUNDWATER LEVEL FO A MINIMUM OF 2 FEE r BELOW EXCAVATIONS. PROVIDE PIEZOMETERS IF L)iREc FED BY I HE ENGINEER I 0 DOCUMENT THE GROUNDWATER LEVEL 13 BEING MAINTAINED. 2. CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CON rROL SEEPAGE, GROUNDWATER, OR ARTESIAN HEAL). 3. OPEN PUMPING WI rH SUMPS AND DiTcHEs SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GROUND, OR INS rABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS 80 THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPfVl, 4. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1)6" PUMP VOLUTE: 2) 100,000 OPID TOTAL 24 HOUR H L)AY)DEWATERING,AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUBGRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION ANDIOR BACKFILL IS COMPILE fEDTO PREVENT DAMAGE OF SUBGRADE SUPPORT, PIPING. STRUCTURE, SIDE SLOPES, OF, ADJACENT FACILI TIES FRCM FLOTATION OR OTHER HYDROSTATIC PRE33URE IMBALANCE. 6. WHEN CONS rRUC FION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE, INCLUDING WELLS AND RELATED rEMPORARY ELEC rRICAL SERVICE. GRADING I . GRADING SHOWN ON THESE PLAITS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS TI IE GENERAL GRADING INTENT OF Ti IC PROJECT. THE CON TRACTOR SHALL BE EXPECTED To GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THRouG,Hou rTHc si rE. smoc rHTRANsi riaNs SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS As SHOWN ON THE PLANS rO ACCOMPLISH THE GRADING IN TEN r. ALL SLOPES SHALL BE STABILIZED IMMEULAFELY AF I ER FINAL GRADING HAS UEENCOMPLEIED, CONTRACIOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAr THE GRADING INTENT HAS BEEN ACHIEVED. 2. ALL PAVINC SURFACES IN IN I-ERSECHONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A smoorHLY7RANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY INTHE AREA OF INTERSECTIONS. IT 13 THE CONTRACTOR's RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED 30 THAT HEE MAY MAKE ANY AND ALL REQUIRED INTERPRETATION,; OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISHTHE IN TEN f OF THE PLANS. 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOP30F EMBANKMEN fS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHEO URFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADEGRADER OPERATIONS. 4. SLOPE GRACES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF 1/,INCH PER FOOT FOR 10 FEET. FINISHED SURFACES AUJACEN I -To PAVED AREAS AND W1 THIN 10 FEET OF STRUCTURES SHALL BE WITHIN I OF THE PROP03ED GRADE. ALL OTHER AREAS SHALL BE WITHIN 3 INCHES OF THE PROPOSED GRADE. 6. NEWLY GRADED AREAS SHALL BE PRO HEC FED FROM *TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR To SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE_ESTABLISHEL) TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. EXCAVATION, TRENCHING, AND FILL 1 . THE CON TRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY 3TANUARUS, INCLUDING THE FLORIDATRENCH SAFETY ACT (FS 553.60-553.64). ANYATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TOTHE CON HRACT. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER POND3 AT THE START OF SITE GRADING ACTIVITIES. DIRECT31TE RUNOFFToTHE PONUSTO MINIMIZE RUNOFF'ro OFFSITE AREAS. 3. THE CONTRACTOR SHALL PROVIDETHE OIMIER AND ENGINEER RETENTION POND AS-BUILTS, INCLUDING TOP AND BOTTOM ELEVA HONS MEASURED A r A MINIMUM OF SIX LOCATIONS ALONG EACH POND, POND LENGTH AND WIDTH DIMENSIONS, AND CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS. 4. FIELD DENSITY I-ESTING FREQUENCIES: A) ONE TEST FOR EACH 10.000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2TESTS EACH LAYER; B) ONETEST FOR EACH IGO SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONETEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS. 5. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE. A. ACCEP FABLE MATERIALS: AASH To M145 CLASSIFICATION A-1, A-3, A-24, A-2-6; ASTM D2487 CLASSIFICATION OW, OP, GM. SM, SW, SP; UNLESS 0 rHERWISE DISAPPROVED wi THIN THE SOIL AND SUBSURFACE INVEsTIGATION REPORTS. NO MORE THAN 12 OF ACCEPTABLE MATERIALS SHALL PASSTHE NUMBER 200 SIEVE. B. UNACCEP FABLE MAFERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7. A-4. A-5. A-6. A-7, A-8; ASTM D2,181 CLASSIFICATION GC, SC, MIL, MH, CL, CH. OL. OH. PT: UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 6. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 7. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCOINVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY. 8. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION. SHEETING, BRACING, AND SHORING SUPPORT REQUIRED 'To KEEP EXCAVATIONS WI rHIN THE PROPER rY OR EASEMENTS PROVIDED. TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. UTILITY SEPARATION REQUIREMENTS I , 'THE HORIZONTAL SEPARATION BET14VEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, sToRMWATER, FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREA rMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. 'THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWArER FORCE MAIN, VACUUM TYPE SANITARY SEWER AND RECLAIMED WATER MAIN. u. 'THE DO rsiuE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVI fY SANITARY SEWER AND WAS rEWAYER FORCE MAIN. THE MINIMUM HORIZON rAL SEPARATION DISTANCE BETWEEN THE OUT31DE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARYSEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN 13 AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 0. THE OUTSIDE OF WATER MAINS SHALL 13E A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREA HAENT AND DISPOSAL Sys rErv1 SUCH AS SEPTIC TANKS. DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES 2. rHEVERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARYAND STORM SEWER. WASTEWATER OR STORMINATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE ]IT ACCORDANCE WITH THE FOLLOWINGI A WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND s- FORM SEWER, so 'THE OUTSIDE OF THE WATER MAIN 13 AT LEAST SIX INCHES ABOVE THE OUTSIDE OF rHE SEWER. WHERE I r is Nor POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER. THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYTEMS PROVIDED THE OUTSIDE OFTHE WATER MAIN 13 AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE, AT rHE CROSSING,THE PROPOSED PIPE JOINTS SHALL BE ARRANGED 3oTHAT ALL WATER MAIN JOINTS ARE AT LEASTTHREE FEE F FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANI rARY SEWER JOINTS. B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORIVIWATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEN13, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND 3TORMWATER FORCE MAIN. AT THE CROSSING. THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAINJOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WA FERMAT] JOIN rS AND STORMWATER FORCE MAINJOINTS. AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. UTILITY SEPARATION RECILIIREMENTS (CONTI 3. NO WATER MAIN SHALL PASSTHROUGH 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 PROP03EDSTORM SEWER. 5TORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER. B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVi ry SANITARY SEWER AND WASTEWATER FORCE MAIN. C. TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEVI)AGETREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PIJ13LIC WASTEWATER TREATMENT FACILITIES. 5. THE FOLLOWING ARE ACCEP FABLE ALTERNAriVE CONSTRUCTION VARIANCES WHERE I F 13 NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY 'TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRIT YEN CONSENT FROM THE ENGINEER. IMPLEMENTATION OFTHESE MEASURES WITHOUT THE EXPRESSED WRI f YEN CONSENT OFTHE ENGINEER COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO COST. A. WHERE A WATER MAIN IS LESS THANTHE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WA I ER MAIN ARE LESS I HAN *THE MINIMUM REQUIRED DISTANCE BETWEEN THE OINTS IN THE OTHER PIPELINE: 1) USE OF vRw_ssuRE RATED PIPE CONFORMINGTO AWWA STANDARDS FOR A 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 ENCASEMENT AT LEAST FOUR INCHES 'THICK FOR EITHER PIPE. B. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION: 1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUALTO 0.25 INCH THICK DUG rILE IRON PIPE), OR CONCRETE ENCASEMENT AT LEAS r FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE oTHERPIPELINE IFTHE OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER. WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS I . THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER AND RECLAIMED WATER SYSTEMS SHOWN ONTHESE PLANS Is ,THE BOYS AND GIRLS CLUB. 'THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF 'THE BOYSAND GIRLS CLUB. 2. ALL WATER AND RECLAIMED MAIN PIPE SHALL BE EITHER DUCTILE IRON OR PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. BURIED DUCTILE RON PIPE SHALL CONFORM WITH ANSI/AIJV14VA 01,10/A21.1,0 AND Cis I/ A21.5 1, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIONA rjoINS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER = PC 3bO; B) 14" THROUGH 24" DIAMETER = PC 250; C) 30" THROUGH 64" DIAMETER � PC 200. 4. EXPOSED PIPE 4" AND LARGER 51 IALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI Cl IS/A21.15, AND SHALL HAVE A MINIMUM WORKING PRE33URE OF 150 PSI. FLANGED PIPE SHALL COMPLY WI FH THE FOLLOWING THICKNESS CLA��'� (rc) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4" UIAME TER = rc s,i: B) v rHRouGH 24" DAME FIER =TC 63 5. DUCTILE RON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS 1,1 IALL HAVE AN 8 -MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSI/A3 IM 0124B. 6. PVC PIPE 4" - 12" SHALL CONFORM TO AWWA C900. PIPE 14" - 36" SHALL CONFORM TO AWWA C905. PIPE SHALL CONFORM TO ASTM D 1 784, TYPE 1, GRADE 1, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 150 (DR I 8) WITH MARKINGS ON EACH SEC rION SHOWING CONFORMANCE TO THE ABOVE SPEC] FICATI 0 NS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO AWWA C900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH-ONJOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAINTHE CASKET IN PLACE. 7. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA Cl IO/A21.10 OR ANSI/AWWA C153/A21.53. ALL FULL BODY (Cl 10/A21,10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COM PACT FITTI N 03 (C I .53/A21,53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. 8. ALL DUCTILE IRON PIPE AND FIT rINCS SHALL BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS ANSI A21.4 CEMENT MORTAR LINING AND BITUMINOUS SEAL COAT. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL HAVE AN ANSI A21.51 OR A21. 10 BITUMINOUS COATING. EXTERIOR COATING OF EXPOSED PIPE AND FI rTINGS SHALL BE FAC TORY APPLIED RUST INHIBITING EPDXY PRIMER, 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL. AT MINIMUM 4 MILS DRY FILM THICKI\I PER COAT. PAINT COLOR TO BE IN ACCORDANCE wi rH LOCAL UfILITY REQUIREMENTS. 9. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SI IALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWIIVACIII/A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE 51 IALL NOT 13E USED. I O. ALL Ft FYI NGS HALL BE RESTRAINED IN ACCORDANCE WITH DIPRA, "THRUST RESTRAINT DESIGNED FOR DUCTILE IRON PIPE'. PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS (DR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. DUCTILE IRON RESTRAINED -JOINTS SHALL. BE AMERICAN FAST QRIP CASKET. FLEX-RINO, FIELD FLEX RINQ, LOK-RING, US PIPE TR -FLEX, EBAA MEGALUG, OR EQUAL. PVCPIPE JOINTS SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI -FLANGE BLOCK BUSTER SERIES 1360 OR ENGINEER APPROVED EQUAL. 11. ALL SERVICE PIPINQ -3") SHALL BE POLYETHYLENE. SDR -PR PE PIPE SHALL BE MANUFACTURED FROM PE3408 AND SHALL CONFORM TO AWWA C901. ALL PIPE SHALL BE DR9, PRESSURE CLASS 200 P1. PIPE AND FITTINGS HALL 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 SOCKE r HEAT FUSION TYPE. FITTINGS SHALL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS. PROVIDE ADAPTERS AS REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. 12. ALL SERVICE SADDLES SHALL CONSIST OF DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM A536, WITH DOU13LE STAINLESS STEEL STRAPS, BOLTS, WASHERS AND NUTS. STAINLESS STEEL TO BE TYPE 304. NUTSTO BE TEFLON COATED. DUCTILE IRON BODY TO BE FUSION BONDED NYLON COATING, MINIMUM THICKNESS 12 MILS, OUTLET OF SADDLE TO HAVE MPT THREADS. 13. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. CONFORMANCE WITH AWWA C800 AND C901 IS REQUIRED. THE CONTRACTOR SHALL CUT "W" IN THE TOP CURB OF EACH WATER SERVICE AND A V" AT ALL VALVE LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. 14. UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS AND RECLAIMED WATERMETERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE AND RECLAIMED WATER SERVICE TOTHE CORPORATION STOP. 15. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE; VALVES OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. 1 6. VALVES /I INCHES AND LARGER 31 JALL BE LINED AND COATED. INTERIOR OF VALVES SI IALL BE COATED WITI I A RUST INI 11DITING EPDXY PRIMER, FOLLOWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF I 6 MILS, APPLIED A F rHE FAc roRY, EXTERIOR COATING ON BURIED VALVES SHALL BE RUST INHIBITING EPDXY PRIMER, FOLLOWED BY A COALTAR Epoxy, TO FAIL MINIMUM DRY FILMTHICKNESS OF IF) MILS, APPLIED AT THE FACTORY. EXTERIOR COA I ING OF EXPOSED VALVES SHALL 13E FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILU DRY FILM I HICKNESIS. AFTER INS rALLA rION, Ex I-ERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEfvIEC SERIES 2 TNEME-GLOSS. GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES. OR EQUAL, AT 4 MILS MINIMUM DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 11. ALL VALVES 12" AND SMALLER SHALL 13E GATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. GATE VALVES 3 INCHES TO 12 INCHES SHALL CONFORM TO AW1jVA C509. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MOLDED RUBBER WEDGE COMPLYING WITH ASTM D2000, NON -RISING STEM WITH O-RING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. 15. TAPPING VALVES ANDLEEVES SHALL BE APPROVED AIAIWA TYPE OF THE SIZE REQUIRED. VALVES SHALL CONFORMTO THE REQUIREMENTS OF AWWA C609. 19. VALVES 14" AND LARGER SHALL BE BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEEDTHE DESIGN s rRENO FH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLA33 150. VALVE BODY SHALL BE MECHANICAL JOINT END TYPE VALVE CCNSTRUCTED OF CAST IRON OR DUCTILE IRON. DISC SHALL BE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIDS TRANSVERSE TO FLOW. DISO SHALL BE CAST IRON OR DUCTILE IRON. THE RESILIEN r SEAT SHALL MATE wi rH A 304 OR 316 3TAINLESSSTEEL SURFACE. 20. VALVE SEATS SHALL BE MECHANICALLY RETAINED, AND MAY BE INSTALLED ON EITHER THE BODY OR DISC. O-RING SEATS ON VALVE DISCS ARE UNACCEPTABLE. SEATS FOR VALVES 14" DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WI THOU r THE USE OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED TRAVELING -NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED 21. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMA rELY 5 INCHES IN DIAMETER WITH A MINIMUM 'HICKNESS OF 3/16 INCH CAST [RON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERA] E ALL VAILVES BURIED IN I FIE GROUND. CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. VALVE BOXES LOCATED IN UNPAVED AREAS S1 TALL 13E SLIP TYPE DESIGN TO PERMIT MOVEMENT OF THE -TOP SECTION WI THOU I rRANSMI r flNO FORCES ON To THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRA33 COVERS. ALL VALVE L30X COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE 0As,r W17H THE INSCRIPTION "WATER" OR "RECLAIMED WATER". 22. PVC PIPE SHALL BE COLOR CODED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS), s rENQlLED 'WATER LINE,- OR "RECLAIMED WATER LINE". AS APPLICABLE, (2" LETTERING ON TWO SIDES OF THE PIPE IN AT LEAS f THREE AREAS PER PIPE SECTION) 23. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM rHICKNESS 4 MILS, WIDTH 0 INCHES, LE rTER SIZE I INCH. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON BLUE BACKGROUND (WATER MAINS), BLACK PRIN FING ON PURPLE BACKGROUND (RECLAIMED WATER MAINS). PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG LOTH SIDES OFTHETOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON So rH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG rap HALF OF PIPE. 211. INSTALL WARNING TAPE ALONGALL PIPELINES. TAPE SHALL BE 6 -INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BLUE CJVATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) WITH BLACK LETTERING, CODE[) AND WORDED "CAu rION: WATER MAIN BURIED BELOW", OR "CAUTION: RECLAIMED WATER MAIN BURIED BELOW', APPLICABLE. 25, INSTALL LOCATINO WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLOR -CODED Id GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONO ALL PRE13SURJZED PIPELINES 2" AND LARGER. LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERETHERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER CITY REQUIREMENTS. CHECK WIRE FOR ELECTRICAL CONTINUITY. 2 6. ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVEDJOINT DEFLECTION. LENDING OF PIPE, EXCEPT COPPER AND POLYE [HYLENE, IS PR0HIBj FED. JOINT DEFLECTION SHALL NOT EXCEED 75 % OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 27. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE 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. 213. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIRTESTING SHALL BE OF SCALED TO THENEARFSTO.IPOI, OAGE�;. PUMPS. AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 29. ALL SERVICE LINES SHALL BE COMPLETED PRIOR TO TESTING, AND ARE suojEc I -To THE SAMETEs I-ING REQUIREMEN rs As rHE MAIN LINE. 30. APPLY HYDROSTATIC TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS), OR 100 PSI (RECLAIMED WATER MAINS) FOR 10 MINUTE -13 AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDERTEST. 00 NOT EXCEED PIPE MANUFACTURER'3 SUGGESTED TIME DURATION AT THE TEST PRESSURE. FDEFEcrSARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 31. APPLY LEAKAGETEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS) OR 100 PSI (RECLAIMED WATER MAINS). MAINTAIN PRES31JRE AT A MAXIMUM VARIATION OF 5 1% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEERTo COMPLETE NspEc rioN OF THE SECTIONOF LINE UNDERTEsT, LEAKAGE M EAS UREMENTO SHALL NOT BE STARTED UNTIL A CONsYANTTEs r PRES SURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 32. NO LEAKAGE IS ALLOWED IN EXPO,9ED PIPING, BURIED PIPING wi FIT FLANGED, THREADED, OR WELDED JOIN I'S OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 33. TESTED SECTIONS OF BURIED PIPING WITH SLIP TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF If HASA LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDP/133200 (AWWA C-600 DUCTILE IRON MAINS), OR L = NDP/7400 (AYIWAC-603 - PVC MAIN); WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEINGTESTED; ',,= LENGTH OF LINE TESTED (IN FEET); U = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE; N = NUMBER OF JOINTS ALONG LINF: BEING TESTED; AND P � THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS INTHETESTEL)F,C)F�TIONOFTHELI�1E. THIS ACTUAL PRESSURE SHALL BE UE IERMINED 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 HEAD TO THE AUTHORIZED TEST PRESSURE. 34. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR rRomTHE DATE OF FINAL ACCEPTANCE OF THE WORK by THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OFTHE TOTAL LINE LEAKAGE RATE. 35. DISINFECT ALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS. 36. ALL D113INFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORI rY. IF ANY REQUIREMEN rs OFTHIS SEC rjON ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICE'S AND PIPING SYS rEMS SHALL CONFORMTO AWWA C651. FIRE PROTECTION SYSTEMS I� COMBUSTIBLE CONSTRUCTION CANNOT OCCUR UNTIL PROPER DOCUMENTATION HAS BEEN SUBMITTED TO THE LOCAL FIRE MARSHAL. DOCUMEN rATION SHALL SHOWTHAT HYDRAN rS HAVE BEEN INS rALLED,TEs FED, AND ARE IN PF40PER WORKING ORDER. Z ALL FIRE LINE PIPING FROM POINT OF SERVICE AS DEFINED BY FS 633.021(16) SHALL BE C900 DR 14. 'THE FIRE LINE SHALL BE PRESSURE TESTED TO 200 PSI FOR A MINIMUM OF TWO HOURS, TESTED IN ACCORDANCE WITH NFPA 24-9-2. 3. THE CONTRACTOR INSTALLING THE UNDERGROUND FIRE PROTECTION PIPING SHALL HOLD A CLASS 1. 11, OR LEVEL V CERTIFICATION AS ISSUED BY THE STATE OF FLORIDA, AS REQUIRED BY FS 633.021(15). 4. ALL FIRE PROTECTION SPRINKLER SYSTEMS INSTALLED SHALL COMPLY WITH NFPA 13, AND SHALL BE MONITORED BY A COMPANY LISTED AS A CENTRAL STATION. 6. HYDRAN fS SHALL CONFORMTO AWWA C502 AND SHALL BE FURNISHED COMPLETE WITH WRENCH AND OTHER APPURTENANCES. MANUFAc ruRER'S CERTIFICATION OF COMPLIANCE WI fH AWWA C502 ANDTES fS LISTED THEREIN WILL BE REQUIRED. 6. ALL HYDRANTS SHALL BE OF BREAKABLE TYPE, wi rHTHE BREAKABLE SECTION LOCATED SLIGHTLY ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL CONTAIN TWO -TWO AND A HALF INCH (2-1/2") HOSE CONNEC rIONS AND ONE -FOUR AND A HALF INCH (4-1/2'.) STEAMER CONNECTIONS WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (5-1/4") VALVE OPENING. SIX INCH (6") DIAMETER MECHANICAL JOINT INLET, ONE AND ONE-HALF INCH (]- 1/2") PENTAGON OPERATING NUT. [HE HYL)RAN I S SHALL OPEN COUN I ERCLOCKWISE. I ALL HYDRANTS SHALL BE PAINTED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KUPPER'S 'CLAMORTEX" NO. 622 RUST PRINTER AND THE FINISH PAINT SHALL BE TWO COATS OF ENAMEL OR'SPECIAL COATING, TO COLOR AS REQUIRED BY THE LOCAL FIRE DEPARTMENT. 8. BLUE PAVEMENT REFLECTORS (CAT EYES) SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OF ALL FIRE HYDRAN I'S, rNERE SHALL BE NO TREES, SHRUHS, OR LANDSCAPING PLAN FED AROUND THE FIRE HYURAN IS OR IN AREA UESIGNA TED AS FIRE LANES. 9. THE Cal ff?Ac FOR SHALL PROVIDE A POST -CONS rRucTjON FIRE FLOWTEs r wi rNESSED AND APPROVED BY THE ENGINEER AND 'THE UTILITY, HYURAN FS SHALL DELIVER A MINIMUM OF 1250 GPM VVI TH A RESIDUAL PRESSURE OF 20 PSI. SANITARY SEWER SYSTEMS I . THE ENTrrYTHAr WILL OPERATE AND MAIN rAINTHE SEWER sys rEM SHOWN cNTHESE PLANS IS THEUOYSANOGIRLSCLUD. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF HAT ENrHYAND CITY OF ANFORD. 2. PVC SIEWER PIPE SHALL BE TYPE PSM PVC PIPE CONFORMING TO AS rm 03034 AND SHALL BE SOR 35 FOR 4" THROUGH 15", AND ASTM F O_/9, WALL THICKNESS Y -i, FOR PIPE 18" THROUGH 21". 3. JOIN F3 SHALL MEET THE REQUIREMENTS OF As I'M 03212 U31NO RUBBER GASKETS CONFORMING TO AS rm F,i//. 4. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS ASTHE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. OLVEN r CEMENTSHALL BE AS RECOMMENDED BY THE PIPE MANUFACrURER. 6� PVC SEWER PIPE SHALL BE COLOR CODED GREEN, S 1 ENCILED "SEWER LINE" (2" LE F HERING OF] IWO IDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION). U. INSTALL ADHEsIVE IDEN FIFICATION rAPE ALONG PIPELINE. 'TAPE SHALL BE MINIMUMTHICKNES,I PvIILS. WIDTH G INCHES, LETTER SIZE I INCH, TAPE COLOR AND LE r FERINO SHALL BE 'SEWER LINE", BLACK PRIN rlNG ON GREEN BACKGROUND. PLACE TAPE As FOLLOWS: 2" - 8" PIPE - CEN HER ALONG TOP HALF OF PIPE: 10" - 18" PIPE - PLACE ALONG 00 TH SIDES OF I HE [01 I HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON DOTI I 'SIDES OF TOP I IALF OF PIPE WITI I A TI I1RDsFRjp CENTERED ALONG TOP HALF OF PIPE. 7. INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES. TAPE SHALL BE G -INCH WIDE VINYL CONTINUOU5TAPE. COLORED GREEN WITH BLACK LETTERING C;C)L)EDAPJL)WORL)EL)"CAurio�i: SEWERUURIEL) BELOW". INS FALL ALONG PIPELINE. 2 FEET ABOVE PIPE, i%]][JINIUMC)FlFC)orbELQ'iVCF�AI)E. 8. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK 13 TO BE INSPECTED OR TESTED. 9. 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. 10� ALL SERVICE LATERALS SHALL BE COMPLETED PRIORYo *TESTING, AND ARE suBjEcTToTHE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 11. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY EWER IN WHICH THE DIRECT LICH r OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY. UNLESS 'THE LINE 18 DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 12. CONDUCT LOW PRESSURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE. LEAKAGE IS 0.0015 CUE31C FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED, ALLOWABLE AIR PRESSURE DROP DURINGTHE FES r is o.5 Psio, MINIMUM REQUIREDYEST TIME (DURATION) IS: A) 4" PIPE = I MIN 53 SEC; B) 6" PIPE = 2 MIN 50 SEC, OR 0.427 X LENOTI I OF PIPE TESTED, WHICI IEVER IS GREATER: C) a" PIPE: = 3 MIN 4(SEC, OR 0.760 X LENGTH OF PIPE FES I ED. WHICHEVER Is' OREAFER; D) 10" PIPE = 4 MIN 43 SEC, OR 1.187 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) 12" PIPE � 5 MIN 40 SEC, OR 1.709 X LENGTH OF PIPE TESTED, WHICHEVER 13 GREATER. 13. CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS SEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION 13 5 % MEASURE DEFLECTION BY MANUALLY PULLING A MANDRELTHROUGHTHE PIPE. THE MINIMUM MANDREL OUTER DIAME HER SHALL BE IN ACCORDANCE WITH THE FOLLOWING! G" SEWER = 1.45" MANDREL: 8" SEWER = 7.28" MANDRELi 10" SEWER = 9.08" MANDREL; 12"SEWER = 1039" MANDREL; I SEWER = 13.20" MANDREL; 18" SEWER = 16. 13" MANDREL; 21 " SEWER = 19.00" MANDREL; 24" 'SEWER = 21.36" MANDREI-; 2/" SEWER 24.06" MANDREL. 14. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SArISFACTORY. ANY PI PE REMOVE D OR CORRECTED DUE TO FAIL] NO DEFLECTION TESTING SHALL ALSO BE RE -TESTED FOR LEAKAGE. PRECAST STRUCTURES AND APPURTENANCES 1. ALL MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE48" FOR SEWER LINES 21" IN DIAMETER OR LESS. INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOTAILLOWED. 2. BASES SHALL BE ONE-PIECE PRECAST BASE SECTIONS CONSISTING OF INTEGRALLY CAST SLAB, BOTTOM RING SEC TON AND CONCRETE FLOW CHANNELS. BASE SECTIONS SHALL HAVE INTEGRAL INVERTS WITH GASKETSTo MATCH THE PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL INVERr ANGLES. PF�OVIDEOUFLE'rs,ruus�virHJC)INTSTOMATC[I THE PIPE. 3. RISERS SHALL BE PRECAST REINFORCED CONCRETE PER AUTM C47d. IIANUFACTURED USING SULFATE RESISTANT CEMENT (ASTiM ClC,O,TYPEII). RISERS SHALL BE 4a -INCH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5 INCHES. + CASKE FS FOR SEATING PRECAS f SEC FIONS SHALL BE COLL) ADI-16SIVE PREFORMED PLA,S FIC GASKE F -S FOOT SPECJFICA I ION 042-2, UNLE�S 0 1 HEkWISE INDICA I ED. 5. Ui JILEOS O fHERWISE INDICATED, CONE TOP SEC rIONj jHALL BE PRECAS r, ECCEN rRic -TYPE wi rH 2,1_INCH DIAMETER TOP OPENING CONFORMING TO ASYM C4 18. PROVIDE 8 -INCH MINIMUNITHICKNESS FLAT SLABTops WITH ECCEN rRIC 2,i INCH DIAMETER OPENING, UNLESS 0 FHERWISE iNuicA FED. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLETo PROVIDE A FLEXIBLE WA rERTjGH r SEAL OF THE PIPE TO THE MANHOLE. NO ADHESIVES OF, LUBRICANTS SHALL BE EMPLOYED IN rHE INS rAI_LA rjGN OF rHE CONNEc FOR INTo THE MANHOLE. HE RUBBER CONNEc FOR SHALL COMPLY WITH ASTM C,ld3 AND A3TM C923. ALL S rAINLESS STEEL ELEMEN rs OFTHE CONNEC TOR SHALL BE TOTALLY NON-MAGNETIC SERIES 316 s rAINLE9S, EXCLUDING THE WORM SCREW FOR TIGHTENING THE STEEL BAND AROUND THE PIPE WHICH 3HALL BE TORQUED BY A BREAKAWAYTORQUE WRENCH AVAILABLE FROM THE PRECAST MANHOLE UPPLIER, AND SET FOR 60-70 INCHil-13. THE CONNECTOR SHALL BE N�STALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE wi rHTHE RECOMMENDATION OF THE CONNEC FOR MANUFACTURER. 7. FRAMES AND COVERS SHALL 13E GREY IRON PER AS rM A48, CLASS 30B AND SHALL BE US FOUNDRY -TYPE 227AS, TRAFFIC BEARING (AASHYo H-20 LOADING), UNLESS OTHERWISE NOTED IN THE DRAWINGS. CASTINGS SHALL 13E smool-H, CLEAN, FREE FROM BLIS7EN8,ULO�VFICLES,SHF�INI<AGE, RAISED LETTERI NOON COVERs SHALL BE FORM", '-s EWER", OR AS DETAILED ON THE DRAWINGS, 8. PROVIDE s FEEL INLETS. FRAMES, AND GRATES IN ACCORDANCE WI FH DETAILS ON THE DRAWINGS. ALL FRAMES AND INLET GRATES SHALL BE PRODUC fS OF U,S. FOUNDRY AND MANUFAC ruRINc CORPORA rION, OR EQUAL. 9. ALL INLET ORA FES SHALL BE SECUREU BY CHAIN AND EYEL30L rToTHEToP OFTHE S TRUC rURE. 10. MANHOLE COATINGS AND FINISHES SHALL BE: A. 3ANirARY SIEWER MANHOLE INTERIOR -BITUMINOU3 EPDXY COATING, MINIMUM DRY FILM THICKNESS = IGMILS. F3. INTERIOR OF MANHOLES WHICH RECEIVE FORCE MAIN DISCHARGE -INTEGRALLY ATTACHED INTERIOR LINER, FULL HEIGHT, FIBERGLASS LINER, LINER I HICI<NE�iS To BE IN ACCORDANCE WI I HIT HE UHAWINUS. C. EXTERIOR - 817UNIINOUS EPDXY COATING. MINIMUM DRY FILM THICKNESS = 16 MILS. 11. AS-13UIL T INFORMATION S HALL I NCLUDE ALL Rim, TOP AND I NVER r ELEVA rIONS FOR ALL PRECAST jTRUC TURES. STORM SEWER Sys rEMS I . ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCIP) UNLESS a rHERWISE INDICATED ON THE DRAWINGS. ROUND CONCRETE PIPE SHALL COMPLY wi rH AS I'M C70. ELLIPTICAL CONCRETE PIPE SHALL COMPLY WITH ASYm C607. PIPE JOINTS AND O-RING GASKETS SHALL COMPLY As rm 0443, 2. RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UNTIL THE COMPRESSIVE TRENGTH OF THE PIPE HAS REACHED 4000 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED. 3. CORRUGATED POLYETHYLENE (PE) PIPE AND FITTINGS SHALL BE HIGH DENSI rY. IN ACCORDANCE WITH ASTM D3350, CELL CLASS IFICATIO IT 324420C (4`- 1 0") OR CELL CLAS31FICA rION 335420C (I PIPE 4".10` SHALL COMPLY wi rH AASH ro M252, TYPES. PIPE 12"-36" HALL COM PLY WI rH AASH TO M294, -TYPE S. BELL JOINTS FORV-10" PIPE SHALL 13E PUSH -ON SLEEVE. BELLJOINI-S FOR PIPE SHALL BE IN rEGRALLY FORMED ON PIPE, CASKETS SHALL 13E INSTALLED BY PIPE MANUFACTURER AND SHALL COMPLYWI rHAsTm U1056, GRADE 2A2. FITTINGS SHALL COMPLY WITH AASHTo M294. 4. UNCERDRAIN PIPE SHALLUE PERFC)r�A'FEC)PC)LYVI�IYLCFILORIUE PIF)EINACCOFiUANCEwi,rHAs,rNlF753. FILrERFA13RIC UNDFRURAIN SOCK SHALL BE TYPE D-3 IN ACCORDANCE WF FH FOo r INDEX NO. 199. 5. ALL PIPE JOINTS SHALL BE WRAPPED WITH FIL FER FABRIC. FIL I ER FABRIC SHALL BE IN ACCORDANCE WI TH FUO r INDEX NO� IOU, TYPE U-3, A�O.S. 70-1 GO, INS I -ALL IN ACCORDANCE WITH FOOT INDEX NO. 260. PROVIDE MINIMUM 12" OVERLAP. 6. INSTALL POLYETHYLENE PIPE IN ACCORDANCE IjVITHASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDETo PREVENT DISPLACEMENT. 7. INSTALL UNDERDRAINS IN ACCORDANCE WITH FOOT SPECIFICATION SECTION 440. INSTALL CLEANOUTS AS SHOWN ON TI F! DRAWINGS. PAVING, SIDEWALKS, AND CURBING 1. MATERIALS AND coNsTRucrJON METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPAR I'MENT OF TRANSPORTATION S rANDARD SPECIFICA rIONS FOR ROAD AND BRIDGE CONS rRucTIGN, 2000 EDITION. 2. ROADWAY PAVING, BASE, AND SUIJGRADE THICKNESSES SHALL BE IN ACCORDANCE wi rH DETAILS ON rHESE DRAWINGS. MATERIAL STABILITY AND DENSITY REQUIREMEN rS ARE AS FOLLOWS: A. TYPE S ASPHALTIC CONCRETE: MINIMUM 9TABILI FY 1,100 LBS, COMPACTED TO A MINIMUM OF 98 OF THE MARSHALL DESIGN DENSITY. B. LIMEROCK BASE: MINIMUM LBR OF 100, PLACED IN 6" MAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF 98 1%OFTHE MODIFIED PROCTOR DRY DENSITY (AASTHOY-180). CONTRACTOR MAY SUBS rITUTE ASPHALT BASE COURSE TYPE 3 (MIN. S rA8ILI fY OF 1000 LOS) AT NO ADDITIONAL COST. PROVIDED s rRUCTURAL NUMBER EQUALS OR EXCEEDS 'THAT OF THE SPECIFIED LIMEROCK LASE. C. SUBGRADE: STABILIZE TO A MIN. LUR OF40, COMPAC I I 0 A MINIMUM DENSI I Y OF 98 ','� OF THE MODIFIED PROC I ON DRY DENSIFY(AASTNOT-180). CONTRACTOR MAY SUBSTITUTE LIMEROCK SUBORADE (MIN, L13R OF 100) OR CONTROLLED LOW STNrNcrHMArERIAL('-FLOWA0LE FILL"), F'c(28 DAY)= IOU- 1 25 PSI AT NO ADD FIONAL COST, PROVIDED STRUCTURAL NUMBER EQUALS Or,, EXCEEDS THAT OFTHE SPECIFIED SIUUGRADE. 3. SIDEWALKS ARE'ro BE CONS rRUC FED INTHE AREAS AS SHOWN ON THE CONS rRuc rION PLANS. I HE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28,DAY COMPRESION STRENGTH OF 2500 PSI. JOINTS 31 IALL BE EITHER TOOLED OR SAWCUTATADISTANCEOF5'. HANDICAPPED RAMPS SI IALL BE PROVIDED AT ALL INTERSECTIONS OR AS SHOWN AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION. PAVING. SIDEWALKS, AND CURBING CONT.) 4. CURBING SHALL BE CONSTRUCTED WHERE NOTED oNTHE CONSTRUCTION PLANS, CONCRETE FOR CURBS SHALL BE FDOTCLAI" "I" CONCRETE WITH A 28-OAY COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTEDAT INTERVALS NOTTO EXCEED 10'-O" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONTRUCTION (LATEST EDITION) SECTION 1,2() AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 5. FIELD COMPACTION DENSI TY, STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUB -BASE, BASE, AND ASPHALTSHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24 -FT WIDE STRIP. STAGGERED LEFT, CEN TER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB -BASE, BASE, AND ASPHALT IS PLACED IN ONE DAY. PROVIDE N11N. OF ONE TEST For\ EACH PER' DAY'S CONSTRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM CRAB SAMPLES COLLECTED ONCE EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY). PAVING TIMING REQUIREMENTS 1. INSTALL SUBGRAUE AND BASE COURSE MATERIALS WITHIN 46 HOURS OFTHE REMOVAL/OPEN CUTTING OF EXISTING PAVEMENT CONSISTING OF STREETS, DRIVEWAYS, OR IDEWALK. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXIS TING PAVEMENT. 2. AREAS TO RECEIVE API IALT HALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN /8 I IOURS AFTER ACCEPTANCE OF I EMPORARY EROSION CON I ROL CONsIS IS OF PLACEMENT OF A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT EROSION CONTROL CONSISTS Or PLACEMENT OFTHE TRUCTURALCOURSE. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN48 HOURS OF ACCEPTANCE OF THE SUBORADE. SIGNS AND PAVEMENT MARKINGS 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WI FH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES, AND THE LATES r IMPLEMENTED EDITION OF FOO f ROADWAY AND TRAFFIC DESIGN s rANUARDS. s rANDARD INDEX NO. 9j.15, 118GO, 1 1862, 11865, 1(202� 173,16 AND 173,19 APPLY, GENERALLY, ALL MARKINGS SHALL CONFORIVIToTHE FOLLOWING; G" EDGE LINEs, V LANE LINES, 6" SINGLE CEN rERLINE, AND U` DOUBLE LINE PATTERNS, UNLESS a rHERWISE No FED ON THE PLANS. 2. ALL PAvEmEi,i r MARKINGS SHALL HAVE RAISED PAVEMEN f MARKERS (TYPE 9 I I - 4" x 4"). RAISED PAVENIEN r MARKERS ARE TO BE INSTALLED IN ACCORDANCE wi rH THESE PLANS AND FOOT INDEX NO. T(352. 3. PARKING STALL PAVEMEN r MARKINGS SHALL BE PAINTED. PAIN r SHALL MEET THE REQUIREMEN rs OF FOOT SPECIFICATION SECTION 9/ 1, No,N-REFLEc FIVE WHITE TRAFFIC PAINT. 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENUITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELSSHALL BE STENCILED VVI FIT THE DATE OF FABRICATION, THE FABRICATOR'S INI RAILS, AND fHE NAME OF THE SHEETING IN THREE-INCH LETTERS. 5. INTERNAL SITE TRAFFIC SIGNS ARE NoF REQUIRED TO BE RETROREFLEcTivE. G. *THE CON rRAU [OR SHALL VERIFY THE REQUIRED LENG I H OF [HE SIGN COLUMN SUPPOH I S IN THE FIELD PRIORTO FABRICATION. 7. ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN TI IE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. & PRIOR TO FINAL PAVEMEN r MARKING INS rALLA rION, ATwo WEEK CURE rimi: OF TI IC ASP] IALT IS REQUIRED ism - 5 00 Wes t Fit I to j t S tree t Sanford, Florida 32771 11. O'BOX2808 Sanford, I'lorida 32772-2808 Phone 407 322-6847 407 330-0639 Certificate (if Aiithorizettion No. 3215 (0-2007 Elrj&ineers Stirxleyor�;; Architects Landsceipe Architects Eiiviroiiiwittal Scieiitists co n!;trite tio mallif&c1lient. OesiSnl Bitild z 11 c: 0 (D 0� (D Q 0 11 L<1 L<1 <11<11<lz c)) CD U) U) LU 0 0 -) LL w cf) w F_ 0 z noo W z w 0 �j w z w 0 LL z F_ - z 0 LL U_ z cn U > c: le 0 LU 0 0 -) LL Sheet No. CMW3 w cf) w F_ 0 z noo W z w 0 �j w z w 0 LL z F_ - z 0 LL U_ z cn U Sheet No. CMW3 "U'aaa n MCCRACKEN ROAD SYMMOLS LEGEND PROPOSED HEAVY DUTY CONCRETE, SEE DETAIL SHEET C-8. S'I'OP SIGN (R1-'1) PROPOSED SIDEWALK, SEE DETAIL SHEET C-8. DO NOT ENTER SIGN (R5-1) PROPOSED LIGHT DUTY ASPHALT, SEE DETAIL SHEET C-8. ACCESSIBLE PARKING SPACE WITH ACCESSIBLE PARKING SIGN (FTP -20-04) PROPOSED GRASS PARKING SYMMOLS LEGEND (S) -o- S'I'OP SIGN (R1-'1) (DE) -o- DO NOT ENTER SIGN (R5-1) (HC) -v- ACCESSIBLE PARKING SPACE WITH ACCESSIBLE PARKING SIGN (FTP -20-04) -; 24" WHITE PAIN TED STOP BAR PER FDOT INDEX 11 17'346 WHITE PAINTED TRAFFIC ARROW, PER FDOT INDEX # '17346 PROPOSED PARKING SPACES PROPOSED SITE LIGHTING, SEE LIGI FNNG PLAN FUR DETAILS (TYP) PROPERTY LINE EXISTING USE: WESTSIDE COMMUNITY CENTER PROPOSED USE: SANFORD BOY'S AND GIRL'S CLUB SITE AREA: 169,315 S.F. ( 3.89 A.C.) PROPOSED FLOOR AREA RATIO: .19 BUILDING HEIGHT: 26'+/ - ZONING: PRO- PARKS, RECREATION, OPEN SPACE BUILDING AREA PROPOSED BUILDING AREA: 18,554 S.F. ( 10.96 %) IMPERVIOUS AREA PROPOSED ASPHALT AREA: 31,974 S.F. ( 18.87%) PROPOSED IMPERVIOUS AREA: 85,719 S.F. ( 50.63 %) OPEN SPACE AREA PERINIETER BUFFER AREA: 4,918 S.F. ( 16.17%) GRASSED PARKING AREA: 13,492 S.F. ( 7.92 %) BUILDING PERIMETER AREA: 1,4933.F.(4.91%) TOTAL SITE OPEN SPACE AREA: 19,903 S.F. (29 % VEHICULAR PARKING REQUIRED: I SPACE PER 200 S.F. OF GROSS FLOOR AREA '1 SP' 18,600 S,F. / 200 S.F = 93 SPACES REQUIRED PROVIDED: 103 SPACES PROVIDED ON SITE 46 GRASS PARKING 57 PAVED PARKING SOIL TYPE: URBAN LAND (SOIL MAP NO. 34) FLOOD ZONE: ZONE AE = ELEV. 22.00 (NAVE) 88) LANDSCAPE BUFFER REQUIRED PROVIDED FRONT: 15' RIGHT: IO' LEFT: '10' REAR: 0' SITE PLAN TE a 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CFFY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CON FRACFOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SOD AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 4. ALL CURBED RADII ARE TO BE 20', 10' AND T UNLESS OTHERWISE NOTED. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS NOTED (BOC) WHICH INDICATES BACK OF CURB. 6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITY, POWER COMPANIES FOR THE LOCATION AND HEIGHT OF THE POLE SIGN BEFORE CONDUIT AND WIRING IS INSTALLED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, 'TRAFFIC SIGNALS AND POLES, ETC. AS REQUIRED, ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICAI IONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE DID. 8. THE PROPOSED PARKING AND BUILDING ARE PRIMARILY LAID OUT PARALLEL OR PERPENDICULAR TO THE WESTERLY PROPERTY LINE. 9. SEE SHEET C-8 FOR SIGN AND GENERAL SITE DETAILS. 10. ALL PAINT FOR PARKING LOT STRIPING SHALL BE WHITE ALKYU PETROLEUM BASED PAIN I, UNLESS OTHERWISE NOTED. TWO COATS OF PAINT ARE TO BE APPLIED. 11. FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO., SEE SITE SURVEY SHEETS. 12. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS OR REPLACE AFTER CONSTRUCTION. 13. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 14. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 15. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTEDTO SAME. 16. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 17. CONTRACTOR TO REMOVE OR RELOCATE, WHEN AP'P'LICABLE, ALL EXISTING BUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPES, POWER POLES AND GUY WIRES, WATER METERS AND WATER LINES, WELLS, SIDEWALKS, SIGN POLES, UNDERGRGUND GAS, SEPTIC TANKS, AND ASPHALT, SHOWN AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED, TO ALLOW FOR NEVA/ CONSTRUCTION AS SHOWN. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF ALL MATERIALS REMOVED FROM THIS SITE. 18. SIGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. AND PLANT CITY REQUIREMENTS. 19. PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL ACCESSIBLE SIGNS SHALL BE BUILT PER DETAIL LOCATED ON DETAIL SHEET. 20. CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN CURB TYPES. 21. ALL TRAFFIC SIGNS SHALL HAVE AT -0" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN MOUNTED ON POST. Know what's below. Call before you dig. 500 West.Fultorr Street Sanford, Florida 32771 P. O. Box 2505 Sanford, Florida 32772-2505 Phone 407 322-6347 Fax 407 330-0639 Certificate of Authorization No. 3215 0 2007 Eng nvers Surveyors Architects Landscape Architects Environinented Scientists Corns traction Altaiurgemen t DesigrrlBuild ry r z 12 C) W n 010101010101® r 1 Lf J L6 M , , II C)CID a (D -; (D W a� �0® 0 (n 0 LL U zLL < 7) 0- - r cn � (f ur T} v T -O q) > O D- (UO o Q o� o rn G 0 (n a � u - z W W �0® 0 (n 0 LL zLL < 7) _ cn z �-- 0 0 cn Sheet No. f MCCRACKF_N ROAD 50' R/W PE'r'r O.R. 600K 160, PWES `'379--180 W W Pt7UNU i" Pd89'173. 32 .9 ld0 f0 EI gag"T � „ "1, �Q.0 1 rs ui.� IV '= x ren 1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES AND ALL UTILITIES PRIOR TO CONSTRUC I ION. 4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER TI AN EXISTING CONDITIONS. 5 EXISTING GRADE CONTOURS ARE SHOWN SHADED AT ONE FOOT (1') INTERVALS. 6. FINISHED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. 7. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME, 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CON'TRAC'TOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN OF] THE PLANS. 9. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC, 11. CONTRACTOR SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH ALL UTILITY PROVIDERS TO ALLOW THEM TO WITNESS THE CONSTRUCTION AND ENSURE "THEIR PARTICULAR UTILITY LINES ARE PROTECTED. '12. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 13. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL, SOD AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER- WISE NOTED ON PLANS, SEE LANDSCAPE PLAN. 1. ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.U.O.T, INDEX NO. 201. 2. ALL PROPOSED INLET GRATES SHALL BE RETICULINE STEEL, 3. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN -OUTS, SHALL BE INSTALLED WITH TRAFFIC BEARING GRATES AND FRAMES, TOPS, RINGS AND COVER, MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO THE CLIENT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS, THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. TFIESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE SIORIVI WATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. (T.C.) TOP OF CURB W W Z) :E 2 0 EDGE OF PAVE=MENT max— PROP. FLOW DIRECTION — — — — — — — HIGH POINT LINE MATCH EXISTING PAVEMENT ... PROPERTY LINE 'ARKINGI DRIVING IPARKIN( STALLS LANES STALLS PAVEMENT MATERIALS KEY 0 2`Q TIN) TYPE S-1 ASPHALTIC CONCRETE, MINIMUM STABILITY OF 1500 LBS, COMPACTED TO A fv11N. OF 98% OF THE MARSHALL DESIGN DENSITY. O2 8" LIMEROCK BASE, MINIMUM LBR OF 100, PLACED IN 6 IN. MAX LIFTS, COMPACTED TO A MIN. DENSITY OF 98% OF THE MODIFIED PROCTOR DRY DENSITY (ASTM D -1557) �3 10" STABLIZED SUBGRADE, STABILIZED TO A MINIMUM LBR OF 40, COMPACTED TO A MIN uENSI'I Y OF 98% OF THE MODIFIED PROCTOR DRY DENSI I Y. (ASTM D -1557) 4O 6" VERTICAL CURB (SEE DETAIL SHEET) Know what's bel®w. Call before you dig. 500 IA/estFultou Street Saufurd, Clorlda 32771 P. O. Cox 2805 Sitnfurd, Florida 32772-2508 Phone 107 322-6841 F'aX X107 330-0639 Certificate of Authorization No. 32:15 �0- 2007 Engineers, surveyors Architects .Planners Landscape Architects Environnrerttid Scietrtists Cartstructiuti Mallage neat Design/ 13ttild ui z 0 L m ,f, Q V z L_ GO G O ry 1-1111 111 coI-1lalZ I Q9 z I� 0 0 <t U) W W Z) :E 2 0 0 U_ U U l W U = m co II CD C) 0) z r cn o� v' i () (D (n >1 n i m -O q) () Q) 0 Q) > o t1 m _ O SO U3 Q) Q� 0 U Q U LL Q9 z I� 0 0 <t U) W W Z) :E 2 0 0 U_ U Sheet No. C-5 s,s' zat� MCCRACKEN ROAD QS a SOILS: THE SEMINOLE COUNTY SOIL SURVEY SHOWS THE SOILS FOR THE SUBJECT SITE AS URBAN LAND, 0 TO 12 PERCENT SLOPE. IN SUCH SOIL CLASSIFICATION, THE SOIL SURFACE IS COVERED BY ASPHALT, CONCRETE, BUILDINGS, OR OTHER IMPERVIOUS SURFACES THAT OBSCURE OR ALTER THE SOILS SO THAT THEIR IDENTIFICATION IS NOT FEASIBLE. GENERALLY, THESE SOILS HAVE BEEN ALTERED BY GRADING OR SHAPING, OR FILL MATERIAL HAS BEEN USED TO COVER THESE SOILS TO A DEPTH OF ABOUT 12 INCHES. THE FILL MATERIAL CONSISTSOF SANDY AND LOAMY MATERIALS. FLOOD PLAIN: ACCORDING TO CITY OF SANFORD COMPREHENSIVE PLAN, WATER RESOURCES MAP I-1, PORTIONS OF THE SUBJECT SITE ARE IN THE 100 YEAR FLOOD ZONE. COMPENSATING STORAGE IS ANTICIPATED TO BE CONTAINED WITHIN UNDERGROUND STORAGE VAULTS. DRAINAGE: 1 HE DEVELOPER IN LENDS TO SUBMIT A REQUES 1"1'0 THE CITY OF SANFORD FOR INCLUSION IN THE CITY'S OFF-SITE COMPENSATING STORMWATER RESERVE (CREDIT'S) AT THE MILL CREEK POND AREA. PENDING NEGOTIATIONS WITH THE CITY REGARDING STORMWATER CREDITS THE DEVELOPER MAY PROVIDE ON SITE STORAGE (USING SUBSURFACE STORAGE VAULTS) OR A COMBINATION OF CREDITS AND ON-SITE STORAGE TO MEET THE STORMWATER REQUIREMENTS OF THE WATER MANAGEMENT DISTRICT. SURFACE WATER: DEPENDING ON THE FINAL DETERMINATION REGARDING STORMWATER CREDITS THE DEVELOPER WILL PROVIDE THE REQUIRED WATER QUALITY FOR SURFACE WATER RUN-OFF THOUGH THE USE OF A SUBSURFACE STORAGE / CONTAINMENT SYSTEMS OR THE USE OF STORMCEPTOR DEVICES. IT IS ANTICIPATED THAT PORTIONS OF THE STORM WATER (ROOF AREA RUN-OFF) WILL BE FILTERED THROUGH A "GREEN DECK" SYSTEM. WETLANDS: ACCORDING TO CITY OF SANFORD COMPREHENSIVE PLAN, THERE ARE NO WETLANDS ON THE SITE. NATURAL VEGETATION AND LANDSCAPE: ACCORDING TO CITY OF SANFORD COMPREHENSIVE PLAN, VEGETATIVE COMMUNITIES MAP 1-9, THERE ARE NO EXISTING UPLAND WILDLIFE HABITATS ON THE SITE. WELLFIELD PROTECTION ZONE: ACCORDING TO CITY OF SANFORD COMPREHENSIVE PLAN, THE SITE IS NOT LOCATED WITHIN A WELLFIELD PROTECTION ZONE. AQUIFER RECHARGE AREA: NOT APPLICABLE. POTABLE WATER AND WASTEWATER: PROVIDER: CIT`( OF SANFORD REQUIRED CAPACITY: POTABLE WATER 128,031 GPD WASTEWATER 116,898 GPD AVAILABLE CAPACITY: POIABLEWATER 15,000,000GPD WASTEWATER 10,000,000 GPD (MAX AVERAGE DAY) FIRE PRO FEC TION: 'THE PROPOSED FACILITIES WILL BE PROTECTED TI IROUGI I TME USE OF WET -PIPE SPRINKLER SYSTEMS, FLOW TESTS WILL BE CONDUCTED AT TI IE SITE TO DETERMINE IF ADEQUATE PLOW IS AVAILABLE FOR THE PROPOSED FIRE PROTECTION SYSTEM. SHOULD THE FLOW NOT BE ADEQUATE'TO MEET THE NEEDS OF THE PROPOSED FIRE PROTECTION SYS'TENI'THEN THE EXISTING LINES WILL BE UPSIZED, OR ON-SITE STORAGE WILL BE PROVIDED TO FACILITATE FIRE PROTECTION NEEDS. IN EITHER CASE IT IS ANTICIPATED THAT A FIRE BOOSTER PUMP WILL BE REQUIRED TO PROVIDE SUFFICIENT PRESSURE FOR THE PROPOSED FIRE PROTECTION SYSTEMS. RECLAIMED WATER: IT IS THE DEVELOPER'S UNDERSTANDING THAT THE CITY IS CURRENTLY IN THE PROCESS OF PROVIDING RECLAIMED WATER FOR THE NORTHSHORE MARINA RESTABILIZATION PROJECT. IT IS THE INTEN TION THEREFORE TO IRRIGATE THE OPEN AREAS USING RECLAIMED WATER. WASTEWATER DISPOSAL: GIVEN THE LOCATION OF THE EXISTING SANITARY SEWER LIFT STATION IT IS ANTICIPATED TI AT TI IE PROPOSED DEVELOPMENT WILL NOT BE ABLE TO MAKE USE OF THIS SYSTEM. THEREFORE ITIS ANTICIPATED THAT THE DEVELOPER WILL BE REQUIRED TO PROVIDE A NEW SANITARY SEWER LIFT STATION AND ASSOCIATED GRAVITY SYS I EM IN ORDER TO SERVICE THE PROPOSED DEVELOPMENT. AN ANALYSIS OF THE EXISTING FORCE MAIN WILL BE PERFORMED TO DETERMINE IF IT IS OF ADEQUATE CAPACITY TO ACCOMMODATE THE PROPOSED DEVELOPMENT, SHOULD THE FORCE MAIN NOT BE OF SUFFICIENT CAPACITY THE DEVELOPER WILL EITHER UPGRADE THE EXISLING FORCE MAIN OR PROVIDE AN INDEPENDENT FORCE MAIN TO COMPLETE THE SYSTEM. IT IS ANTICIPATED THAT THE PROPOSED DEVELOPMENT WILL GENERATE WASTEWATER FLOWS OF 98,010 GPD; AND THAT WITFI THE DEDICATION OF THE CITY'S NEW WASTEWATER RECLAMATION FACILITY NO. 2, THE CITY'S SYSTEM WILL HAVE SUFFICIEN T RESERVE BY THE TIME THE PROJECT IS DESIGNED AND READY FOR CONSTRUCTION, SOLID WASTE DISPOSAL: HOA AND COMMERCIAL PHASE I WILL BE RESPONSIBLE FOR COLLECTION AND TRANSFER OF SOLID WASTE TO AN ACCESSIBLE SITE DUMPSTER STATION. THE PREFERRED DUMPSTER LOCATION WILL BE WITHIN THE GARAGE, HOWEVER, FINAL DESIGNMAY REQUIRE A DUMPSTER LOCATION EXTERNAL OF THE GARAGE IN ORDER TO BE ACCESSIBLE FOR COMMERCIAL PICK UP AND DISPOSAL. COMMERCIAL PHASE II WILL USE AND EX I ERNAL SITE LOCATED DUMPSTER FOR COMMERCIAL PICK UP AND DISPOSAL. THE TOTAL ANTICIPATED WASTE GENERATED AT BUILD OUT IS 2,481 LB. PER DAY. 500 West Fultoit Street Sanford, l-'lorida 32771 Y. U. Box 2808 Samford, Florida 32772-2808 Ph ori e 407 322-6841 Fax 407 330-0639 Certificate of Au thuriza tion. No. 3215 Q 2007 Engineers S ilr-v e yo rs Architects Plantlers Landscape flrchitcct5 Environmental Scientists Coiastriactioii Mc ilageme11t Desigtt1 Bzii1d1 12 W RW FW L E G E IN D1:1 PROPOSED WATER LINE PROPOSED RECLAIMED WATER LINE PROPOSED B" FIRE WATER LINE U LL! U CI] • (y) II CD O � r L< co Q z 0- U S PROPOSED SANITARY SEWER LINE c > E/T PROPOSED ELECTRIC & 0 U O Qj z TELEPHONE SERVICE � Q 0 (U 0Q) 0 ❑ U Q UJ ❑ ii CAT/ C1 PROPOSED 2 -- 4" CABLE TV CONDUIT TO BE INSTALLED BY THE CONTRACTOR PROPOSED STORM SEWER LINE EXISTING STORM SEWER LINE z PROPOSED FIRE I IYDRAN T IL U W .� L/ u 0U. D LL W z Know what's bel®w. Call before you dig. Sheet No. MODIFIED FDOT TYPE D INLET =24WIDEWEIR STRUCTURE lA// STEEL RE'TCULINE GRATE COVER MODIFIED TYPE "D" DITCH BOTTOM INLET— GRATE 48" WEIR AT ELEV. 28.0 CONSTRUCT IN 3 WALLS AS SHOWN 4"MIN (FDOT INDEX N0.232) ( ) o v 'TOP OF INLET ELEV. 29,25 5"MFlX 2 (MIN.) LAG BOLT ALUM. ANGLE x2"x1/4" ALUM. ANGLE (TYP) 0MIN, INLET (TYP) FIT AND BOLT (TYP) 2R R CAST OR 5/8'OR 3/4" MIN. MIN. ) UBBED (TYP) 16" POINT OF GUTTER TO • ` / :., � HOLES TRANSITION FROM LOW 6" BOTTOM OF SKIMMER TOP OF FINISHED PVM'T a SLOPE OF PAVEMENT. PLATE (ELEV. 27.5) i" ,9„/,: ATTACH BOTTOM OF -1/4” FIBERGLASS I/ SKINIMER 2" BELOW BOTTOM OF ANGLE TO BE 1/4" ABOVE THE n 12" J POND BANK 1°%•11/ FIT AND BOLT TO SKIMMER ANGLE 2"MIN LIP OF TFIE GlF'FER. AV P GRADING 5"PrIIN p E HENT 8LUPE I/ `VI124 3„MAX 6"MAXO.C. 3" CLEANOUT AND CAP 3” PVC TEE SEAL NIITH NO "~ HRINK G •r :., ROU �. 3"x3" PVC TEE 1/4"PITCH OPTIONAL •• p n �1 ' FL. EL. 27.0 _- 4"N11N d q 24" RCP LAG BOLT ALUMINUM 24" RCP 3" OPENING IN TEE d' 5"N1AX 2' 0" ANGLE TO INLET, 12" POND BOTTOM EL. 26.5 O.C. (TYP.) FL. EL. 25.75 6" CLEAR (MIN.) .,' . 24" WIDE :.' '', 12" MINO) ER ; NEIR PLAN �` `•' :.,•�•'Ma:.';,,',i.�; , '' '.. 6' 0" ELEVATION GENERAL NOTES FRAME&PLALSKININIER DETAIL OF CONST. OF BITUMINOUS FRAME &PLATE NOTE: ADJUST POND SIDE BANK GRADING 12" AS NECESSARY AT THE STRUCTURE 3° MAX. ® 1 • THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF `TRANSPORTATION IN ORDER TO MEET THE AND COVER REQUIREMENTS CLASS PVMT. W/CURB &GUTTED CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. N.T.S. PVMT-CURB NOTE: SEE GRADING PLAN FOR OUTFALL STRUCTURE LOCATIONS, 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED '10'- 0" ON CEN'T'ERS FOR ALL CURBS. 5-10 ®u'�� structure ee A GI1 I x•14 mu'ple 500 West Fllltoll Street sa,furd, Florida 3277( P. O. Pox 2808 Sanford, Florida 32772-2808 Phone 407 3'22-6841 Fax 407 330-0639 Certificate of Aathorizalioll No. ,3215 �0 2007 Ell�irleel'S Surveyor's Architects Plll/lrrers Landscape Architects l ;'liviror'llnel'ItCli Scientists coils tructioll Allanagerrlent I9esc�lt/.St[Ild N.T.S. -41 No, 4 BARS, 18" LONG, (TWO PER GUARD SPILL TYPE CURD &CUTTER a z z AT SLOPE OF PAVEMENT r,0 0 L � '- 6" I N.T.S. SPILLTYPE SURFACE MATERIAL z_ WHEEL STOP N.T.S. � :9 BASE COURSE z �1- a m A 4" CONCRETE SLAB 4 . n Q 311R RIBBON CURD 1' in a 4 N.T.S. I 6" 3/4"k. - .4 /4"R. n 4' n A --*J TOOLED PLAN JOINTS @ 5' 2' 1 41 4 6 I 3/4" BEVEL TES ~� GENERAL NOc:a Q 1. THE CONCRETE FOP. CURBS SHALL BE DEPARTMENT OF TRANSPORTATION v 6" 2" SAND SURFACE MATERIAL CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. fY 4" P.C. CONCRETE 114' 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED s BASE COURSE SECTION A -A AT INTERVALS NOT TO EXCEED '10'- 0" ON CENTERS FOR ALL CURBS. � • 6" DIA. STL. BOLLARD MINIMUM 2500 P.S.I. FILLED W/CONCP,ETE CONCRETE REQUIRED �n FINISH SURFACE NOTES: STANDARD CONCRETE CURB & GUTTER 1. 3/4"x4" PRENIOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. N.T.S. STD -CG GENERAL NOTES 2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED 3/4°x4° PREMOLDED EXPANSION MATERIAL, 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION o 18" DIA. CONCRETE CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. POUTING 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH HOT POURED SEALER. 4. SAW CUT JOINTS WITHIN 24 HOURS, 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED W AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. 12" MIN. 18" STD. ❑ I� �I BOLLARD DETAIL CONCRETE SIDEWALKDETAIL VERTICAL_ CURD 1-1'2" .11 11 <1a <1 a z N.T.S. BOLLARD N.T.S. SIDEWALK N.T.S. a C 7 Z J1 C>) r J 4 I` - w z w RETE CURB & GUTTER (TYPICAL) 1, FTP-20-04co 1" PARKING BY -' D q " FLARED OPTION C37 U LO z o HANDICAP PARKING 1 SIGN (FTP -25) DISABLED '" Q T DETECTABLE WARNING AREA (TRUNCATED 1„ SEE SI'iE PLAN FOR CROSSWALK � DOME PATTERN SHALL BE IN-LINE WITH � ° ° " 4' PERMIT NOTE 1 STRIPING (IF SHOWN ON PLAN) DIRECTION OF TRAVEL) PER FOOT INDEX NO. 304 4• � ' °, % ' ONLY a ACCESSBILE RRUTE J• CONCRETESIDEWALK 1. ACCESSIBILITY: A} IN ACCORDANCE WITFI THE FLORIDA ACCESSIBILITY a ' a °' ° ° CODE FOR BUILDING CONSTRUCTION, 4,1.3 SECTION (1). DATED OCT. 1996, aav««»««v..a. q �, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT u1: m=®.' A � CONC. WALK 1w"'" FLUSH I A//ASPFIALTT 4" WHITE STRIPE ACCESSIBLE BUILDING OR FACILITY EN I RANCES AND WI IH ALL ACCESSIBLE 2" OR 12" MII1, 8" STD. u'p:".mmu«��«Sl SPACES ABD ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS J 44BLUE STRIPING ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS Ga �aaa•a««w,:«wm a [� « a.+..++• 2% MAX. Lu «:>•«««d« -Y— w WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE m««ya"««««.• , 50:1 LU p;«;+;+«�•W O LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA VAN 6" MILL C)_ z STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB ACCESSIBLE 9" STD. z o CURBED OPTION �a , RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE A B F. SHALL NO EXCEED 50:1 CROSS -SLOPE. (TLO'l1-26-96) 12-11-96 w 0 1,-�„ C 4' MIN. � ��- O F LL KEYNOTE LEGEND LANDING AREA 2" LL A CONCRETE CURB AND cTABLE WARMuTrER (SEE PLAN) NOTE; (HANDICAP SIGN -ONLY) L ^ Z B ORALIMITS REQUF DEIRED EDBYIDorI NEX9304NG A(3'PERAUAON-SITE FTP -22-04 100,00 FINE 0" '� ORAS REQUIRED BY FDO'I INDEX d'304 4vl'fFIIN WW) PLAN 1. ALL LETTERS SHALL BE BLACK AND SHALL CONFORM TO FDO'f "ROADWAY ti/ J AND TRAFFIC DESIGN STANDARDS". C LIMITS OF RAMPED SIDEWALK, 1:12 (11.33%) SLOPE MAXIMUM � F.S. z z NOTES DETECTABLE 4" BLUE SYMBOL 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) WARNING 1. DETECTABLE WARNING AREA (INCLUDING COLOR. °J f RUNCA'FED DOMES, SPECIFICATIONS, ETC,) SHALL BE IN ?' Rf MP VARIES 5' 12 BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. a ACCORDANCE WITH FUO'f INDEX il301 LA'fE5f EUI TION TOP OF RAMP a 12,. o I (ROUNDED) 3. BOTTOM PURfIUN OF SIGN SHALL HAVE A REFLEC FORIZED (ENGINEERING 84" MIN 2. ALL MATERIALS FOR TRUNCATED DOMES WITHIN '(HE FDO I 2% MAX. Fi GRADE) WHIM E BACKGROUND WITH BLACK BORDER, EIGHT -OF -WAY SHALL BE IN ACCORDANCE WITH THE FDO'( "" M NOTES: N QUALIFIED PRODUCT LIST (QPL) ;.yr:.•. r., •..::.....:.... ...:. •rr. :. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 3" GALV. STL. POLE & 3. ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS: �SIGNS FTP -20-04 FTP -22-04 SI ]ALL BE IN ACCORDANCE WITHT^ AGGREGATE BASE COURSE COMPACTED �. FIEIGFIT OF :iGN ShIALL BE T ABOVE GROUND N ACCORDANCE WffFl FDU T n (A) THE RAMP DE'iECTABLE WARNING SURFACE SHALL r BE COMPLETE AND UNIFORM IN COLOR AND TEXTURE TO 90% STANDARD PROCTOR (TYPICAL) F.D.O.T. INDEX NO. 17355 AND SHALL MEET THE REQUIREMENTS (B) 90'% OF THE INDIVIDUAL TRUNCATED DOMES [JUST SECTION /` "A NOTE: `ROADWAY ANDTRAFFIC DESIGNSTANDARDS",OF FLORIDA STATU IES 3'16.•1955 AND 316,1956. _ COMPLY Wl if•I THE DESIGN CRITERIA /°i� PARKING STALLS SHALL BE MARKED WITH WHITE (C) THERE MAYBE NO MORE THAN .1 NON -COMPLYING & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE DOMES IN ANY ONE SQUARE FOOT OF SURFACE 3 (D) NO SECTION 4.6. 1. TWO ADJACENT DOMES MAY NON- SUPPLEMEN FAL PANEL TO BE USED AS PER LOCAL REQUIREMENTS COMPLIANT (E) SURFACE MAY NOT DEVIATE MORE THAN 0.10" FROM WHEN NEEDED, N^ I O A TRUE PLANE Sheet l ADA RAMP DETAILACCESSIBLE SIGN DETAIL HANDICAP PARKING STALL DETAIL S) N.T.S. NO SCALE Amw7 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE - 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. / SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. Nlvn B31rM Tlerloa 3111 a3NUS 3Nn a3AL3s 3Nn a3M3s HML Bum n 0417 LiUULI�D❑ SEWER INE SEWER LINE SEWER UK / 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE EJ9UU99WULI000 WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. U9U +' 3Nn a3M3g 3111143#,3S3111 a3M3S 000 SEWER LINE SEWER LINE SEWER UNE 911❑ /, ' / UUU SFWER UNE SMR ONE SEWER LINE 000 PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 000 12" rE11E MAX. SEWER UNE 1" SEWER UNE � 6" D 9 9 9 U D D U D D D D FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. 0999999999 FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. 1790999999 TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. 091190911 ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES POTABLE WATER WITH IDENTIFICATION TAPE NOTE: NTS APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PIPE IDENTIFICATION - RECLAIMED WATER (SEWER - FORCE MAIN AND GRAVITY) - SEWER CITY OF SANFORD 1999 2"TURNBUCKLE FIG. 106 ❑DDDDDODDD99❑ DUDDOUOODDDU9 U LI LI O D D D U U D D O O UOOOO❑❑❑000011 UDUULIUD000L)0❑ LI LI cl El EI Ej D o LI a RECLAIMED o WATER ❑099 ❑DU DUDOODDDUUUULI ❑DODD11000000U U U O O O 0 O 0 Q 0 0 El 11 ❑0990 D DDOU EIU❑ RECLAIMED WATER �nDDDDIE //❑ 0 0 0 0 0 IN 0 /JUDOD00000D ❑UUUDLDDOUD O D U U U L1 D L3 El D D 0 009 ❑o❑ 0 0 p SEWER ❑ ❑ D 0 0 0 ❑ U D UUCODDUUUUUD ■■■■■■rrr■rr �■ � ■ ■ . r r r r ■ SEWER 771100❑ ❑ 30" x 30" x6" TK. Nlvn B31rM Tlerloa 'I(I ri HML Bum n 0417 LiUULI�D❑ 54-57 ❑UUUUDUDDDOD L��/�'r'�/ r�i EJ9UU99WULI000 U9U 3" DIA. BRONZE 2" 000 POTABLE WATER MAIN 911❑ WATER UUU POTABLE WATER MAIN!' 000 CONIC. PAD -STAMP AS 000 I -III ,III D 9 9 9 U D D U D D D D REQ'D. 0999999999 d 1790999999 " 091190911 71 POTABLE WATER NOTE: 4. APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER 30" x 30" x6" TK. Nlvn B31rM Tlerloa Nr4M 4311(M 31"10d HML Bum n 0417 CONC. PAD (FLUSH 54-57 r f//�♦ i l/.• i.�i ii°1F!%/ L��/�'r'�/ r�i WITH FINISHED GRADE) M 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC POTABLE WATER MAIN / '11 TK. DISC ANCHORED IN ANCHORED IN CONC. PAD POTABLE WATER MAIN!' #4 REBARS CONIC. PAD -STAMP AS STAMP AS REQ'D. I -III ,III ALL AROUND REQ'D. SIZE OF VALVE d Plaaanea�s " o 71 TYPE OF VALVE HATER+ L-20 4. TRUSS BARS 21�- 1/2i SERVICE (SEE NOTE 1) L Z 2"TURNBUCKLE m TENSION WIRE DIRECTION & N0. <i, X z TURNS TO OPEN WATER T ` •a " APPLICABLE VALVE'^ t� °A • BOX AND COVER . (SEE FIG. 115) nANCHORS 3000 P.5.1. 2"(TO MIN. BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE - -- SEE NOTE 2 RESILIENT SEAT M. J. GATE VALVE WATER MAIN - CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD / IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION, 2, THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 1IG. 400 Z g 0 M 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 2 -- #4 REBARS �; �y ° ,W,•, ALL AROUND A TER . c APPLICABLE VALVE ,'"• '' BOX AND COVER - 4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 ca TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE s CONNECTION O,o� y�� DETAILS Q Op y MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN. W V-0" MAX. 5" 2'-0" i INSIDE WALL OUTSIDE WALL O PRE -PRIMED BITUMINOUS EPDXY COATINGS rn JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m N WRAPPER ENCHING PER SPECIFICATIONS1„ D o (WRAPPER TO BE REMOVED) COMPLETED REINFORCEMENT AND JOINT 6" JOINT WITH DETAIL TO BE DESIGNED BY MIN, SQUEEZE -OU TE SQUEEZE -OUT fHE ENGINEER AND L f 6" MIN. APPROVED BY THE � r rtY�a g T P` CITY. 9" N't T�FI� SECTION JOINT 9 j��9�}.. DETAIL BEDDING ROCK -J. 2" MIN. CAST -IN-PLACE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A COVER (SEE FIGURE 115) UNDISTURBED EARTH -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE 7/- 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST I IRON VALVE BOX BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 401 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.- POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. --� Nlvn B31rM Tlerloa Nr4M 4311(M 31"10d HML Bum n 0417 ~ 54-57 r f//�♦ i l/.• i.�i ii°1F!%/ L��/�'r'�/ r�i r 777 .i M i POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN / '11 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. --� PAPER BACKED ADHESIVE TAPE (TYPICAL) 12 Eft MAIN MAX. POTABLE WATER MAIN 1 "' POTABLE WATER MAIN 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 rrlacr VAIN MAMHOI r I INFR THICKNESS (INCHES) NIYIT a31YM 71BYlOd NIYn N31YM 31OY10d Mfln a31YM 3'IRV10d 2'-0" MAX. 54-57 POTABLE WATER MAN POTABLE WATER MNN POTABLE WATER A4UN 61-66 M "POTABLE Fax 407 330-0639 !POTABLE c.ertifictale of WATER MAIN POTABLE WATER MAIN!' WATER MAIN I I_I PAPER BACKED ADHESIVE TAPE (TYPICAL) 12 Eft MAIN MAX. POTABLE WATER MAIN 1 "' POTABLE WATER MAIN 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 rrlacr VAIN MAMHOI r I INFR THICKNESS (INCHES) MANUFACTURER DIAMETER HEIGHT (FEET) MATERIAL (INCHES)3-6 7-12 13-20 21-25126-35 48-53 2'-0" MAX. 54-57 MAX 58-60 SPACING --� 61-66 M 67-72 Fax 407 330-0639 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE S" fHRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4• EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200❑ HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D, 24" SQUARE AND PUMPER NOZZLE 6" THICK REIN- FACING STREET FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) VALVE PAD z a (SEE FIGURE 107) 2-#4 AT 9" O.C. ALL AROUNDi0 N COMPACTED BACKFILL M J HYDRANT On ANCHORING TEE W SEE NOTE 3 a 12" MIN. %ac+ �,: �r�f <IILI x r I jdl) S�Tilk -Ift r(I;kk)wgTr(hx rj ��lf,' /�' " Pk�i' faCrT'1a 1 yf arlvr} !J?f y�dll., , 6" PIPE 6" BEDDING ROCK MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANT5 SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5" FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 GROUND LEVEL 18" I VINYL CONTINUOUS MAX. 38" /- WARNING TAPE I MIN. f TYPICAL UTILITY PIPE I r GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. D. LETTERING: CAUTION: WATER LINE B. LETTERING: CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 TEE PRECAST ; MANHOLE WALL ' ! -,---INFLUENT SEWER (SEE NOTE 3) ! CONCRETE ENCASEMENT OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED ^• (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL d PRECAST MANHOLE !' WALL COLLAR ENCASED IN - NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL--_ '4 PVCOR BANDI a DIP STAINLESS STEEL • �` `-PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER, 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 CORPORATION MARK WITH WOOD CORPORATION Y -BRANCH STOP (1" MIN.) PAINTED IDENTI- STOP (1" MIN.) FITTING CAL COLOR & (1" x 3/4" WITH LOT NUM- x 3/4") BER5 CURB STOP CURB STOP 2 EA• (SEE NOTE 3) Q w a a f W 3' MAX L PROPERTY LINE TUBING TUBING (1" MIN.) (1" MIN.) PROPERTY LINE SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2' (BY CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF +1 CONNECTOR) 30' - 45° YOKE BAR METER 11� r C AWWA TYPE URB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO .SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY, 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH 'THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING, 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG, 405 - 6" BLACK STEEL MIN. CONIC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) FINISHED GRADE VIII, �I _. 24" DIA. MIN. 3000 PSI CONC, NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 FIG. 116 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RE' CACE'''nD "crn DL. WATUD°" AS APPLICABLE ALL COVERS USF "AS" OR EQUAL. PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. CHOLE FRAME: USF "227" I INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 #9 ALUM. CLIPS 500 west Fulton Street 2'-0" MAX. O I MAX SPACING --� M Fax 407 330-0639 TOP RAIL c.ertifictale of POST CAP Q 2007 I I_I N I -III ,III -III I I l L i dl d Plaaanea�s " o FABRIC 6' ;Q 4. TRUSS BARS LINE POST s (SEE NOTE 1) L - 6" BLACK STEEL MIN. CONIC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) FINISHED GRADE VIII, �I _. 24" DIA. MIN. 3000 PSI CONC, NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 FIG. 116 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RE' CACE'''nD "crn DL. WATUD°" AS APPLICABLE ALL COVERS USF "AS" OR EQUAL. PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. CHOLE FRAME: USF "227" I INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 #9 ALUM. CLIPS 500 west Fulton Street 2'-0" MAX. 10'-0" TO CENTER MAX SPACING --� Phone 407 322-6341 Fax 407 330-0639 TOP RAIL c.ertifictale of POST CAP Q 2007 POST STREBARS Surveyors #9 TIE WIRES CORNER - Plaaanea�s 12" O.C. o FABRIC 3/ 8" ROUND ;Q TRUSS BARS LINE POST (SEE NOTE 1) L Z 2"TURNBUCKLE m TENSION WIRE GRADE <i, X z 3000 PSI CONCRETE I -L 6.. 6'T- --i 12„ FENCE DETAIL 3/8" ADJ. GATE POST GATE CORNER TRUSS RODS - GATE FRAME GATE POST ,FABRIC r r L- X3000 P.S.I. �-CENTER STOP J_ 12 6" CONCRETE 12"x 12" x 16, �12" 20' MAX. DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING, CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 i 500 west Fulton Street Stanford, I-loridaa 32771 1'. O. t3ox 2808 Starrfor-it, Florida 32772-2808 Phone 407 322-6341 Fax 407 330-0639 c.ertifictale of Authori-aation No. 3215 Q 2007 .Engineers Surveyors Architects Plaaanea�s Laandsctwe. Architects EtivirOr'imental Scler2t'ists const r tactual [Vltanta,�,,euteut W L Z `-• Ln 0,f) m Z F - <i, X z t� 4 } N O) Q Y> Q <� CV <1 z z U § U cLi p ti N �``', Li Y T CD c, CD---) (D Z Cn r `t w � o J 7T n v Q G) O Z 0 0 U < to ii VJ W z I® W Ill ® � IL LL z 0 w u_ t.� ® co Sheet No. e lO -0 8 ABV ABOVE DEPVERT DEPARTMENT CA GAGE, MIL METAL RH RIGHT HAND VG VERTICAL VERTICAL GRAIN PROJECT DIRECTORY PROJECT DATA 1� I. THE WORK OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AFF ABOVE FINISHED FLOOR DTL UTL DETAIL GALV GALVANIZED GALVANIZED MIN MINIMUM R RISER VIF VERIFY IN FIELD WHOSE NAME APPEARS ON THE BUILDING PERMIT. THE GENERAL CONTRACTOR SHALL AFG ABOVE FINISHED GRADE DIAG DIAGONAL GC GENERAL CONTRACTOR MISC MISCELANEOS RFG ROOFING VEST VENEER CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER PROJECT AP ACCESS PANEL DIAM DIAMETER GL GLASS, GLAZING MIR MIRROR RD ROOF DRAIN VP VENEER PLASTER REQUIREMENTS INCLUDING CODES AND STANDARDS IN FORCE AT THE LOCATION OF THE ACOUS ACOUSTICAL DIM DIMENSION GFRC GLASS FIBER REINFORCED MOD MODULAR RM ROOM VIN VINYL 1. APPLICABLE CODES PROJECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING, PRIOR TO ACT ACOUSTICAL CEILING TILE DW DISH WASHER CONCRETE MR MOISTURE RESISTANT RD ROUGH OPENING VCT VINYL COMPOSITION TILE CSENGINEER EER ARCHITECTL RCHITECT )rin l l )r�r� )r, 2004 Florida Building Code and the 2005 and 2006 revisions CONSTRUCTION, OF ANY ERRORS, OMISSIONS, CODE VIOLATIONS OR CONFLICTS WHICH ARE DISCOVERED IN THE DRAWINGS, SPECIFICATIONS OR OTHER PROJECT REQUIREMENTS. WHERE DRAWINGS AND SPECIFICATIONS ARE CONCEPTUAL IN NATURE, THE CONTRACTOR ADD ADH ADJ ADDENDUM ADHESIVE ADJASCENT DPR DISP DR DISPENSER DISPOSAL DOOR GMU GT GBGRAB GLASS MASONRY UNIT GLASS TILE BAR MLDG MTD MULL MOLDING, MOULDING MOUNTED MULLION RB SND RUBBER SANITARY NAPKIN DISPENSER VWC WC VINYL WALL COVERING WATER CLOSET�© l @C01 2004 Florida Plumbing Code and the 2005 and 2006 revisions SHALL INTERPRET THEM IN A MANNER WHICH IS CONSISTENT WITH CODE REQUIREMENTS, ANT ADJUSTABLE DO DOOR OPENING GRD GRADE (ING) SCHED SCHEDULE WH WATER HEATR DBL DOUBLE NAT NATURAL SLNT lel 2004 FIorIda Mechanical Code and the 2005 and 2006 reVIsI0nS IS STRUCTURALLY SOUND IS WATERTIGHT. AND OTHER SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT AFTER THE AGG A/C AGGREGATE AIR CONDITIONING DA DOUBLE ACTING GRT CYP GROUT GYPSUM NOM NOMINAL SECT SEALANT SECTION WR WP WATER RESISTANT WATERPROOFING DAVID A. H, P.E. JOHN A. BAER AIA 2. SHOP DRAWINGS AHO AIR HANDLING UNIT ON DOWN CWB GYPSUM WALL BOARD NC NONCORROSIVE SHfH SHEATHING wr WEIGHT E-MAIL dgierach�phengineers.com gierac E-MAIL: lbaer0cphengineers.com 2005 National Electric Code CONTRACTOR HAS REVIEWED AND APPROVED (WITH APPROPRIATE ANNOTATIONS) SUCH � ALT ALTERNATE DWR DRAWER N NORTH SHT SHEEP WWF WELDED WIRE FABRIC 1117 EAST ROBINSON STREET 500 WEST FULTON STREET SUBMITTALS. ARCHITECT'S REVIEW OF SUBMITTALS IS FOR DESIGN CONCEPT ONLY, AND SHALL ALUM ALUMINUM DWG DRAWING HP HANDICAPPED NA NOT APPLICABLE SM SHEET METAL WWM WELDED WIRE MESH ORLANDO, FLORIDA, 32801 SANFORD, FLORIDA, 32771 2004 NEPA 101—Life SafetyCode NOT BE CONSTRUED AS A TECHNICAL REVIEW FOR THE PURPOSE OF DETERMINING COMPLETENESS ANCH ANCHOR, ANCHORAGE OF DRINKING FOUNTAIN HR HANDRAIL NIC NOT IN CONTRACT SV SHEET VINYL W WEST, WIDTH, WIDE PHONE: (407) 425-0452 PHONE; 407-322 6841 OR ACCURAC'f OF SUBMITTALS, OR FOR DETERMINING REQUIRED QUANTITIES ,DIMENSIONS OR AB ANCHOR BOLT EA EACH HOD HARD BOARD NTS C NOT TO SCALE SH SHELF, SHELVING WIN WINDOW FAX: (407) 648-1036 FAX: 407-330 0639 METHODS OF INSTALLATION (ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR) . ANOD ANODIZED HOW HARDWARE NO NUMBER SHR SHOWER WG WIRE GLASS 3. CONTRACTOR SHALL COORDINATE CLOSELY WITH OWNERS REPRESENTATIVES AND PROVIDE THEM APPROX APPROXIMATE E ELEC EAST HDWD HARDWOOD OC SIM SIMILAR WM WIRE MESH 2. OCCUPANCY CLAJJIFICAT10N & BUILDING C� z AREAS' (302,503) WITSTRUCTION SCHEDULE, A DETAILED ONEQUEST, THE IEACH CH ELECTRICWATERCOOLER HTG HEAD OPNG ON ER SKYLIGHT /O WI TH 4. WITH PAYMENT GENERAL CONTRACTOR SHALL SUBMIT NOTARIZED PARTIAL AD AREADRAINEWC EL ELEVATION HEATING OPENING SOOT SLAB ON GRADE W WITH OUT RELEASES OF LIEN FROM ALL SUPPLIERS AND SUB -SUPPLIERS FOR LABOR OR MATERIALS, AND FROM AUTO AUTOMATIC ELEV ELEVATOR HVAC HEATING/VENTILATING/ OPP OPPOSITE SO SOAP DISPENSER WD WOOD ANY OTHER PARTY WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. LIEN AVG AVERAGE EMER EMERGENCY AIR CONDITIONING OPH OPPOSITE HAND STC SOUND TRANSMISSION GLASS WPT WORK POINT GENERAL CONTRACTOR: _ S EXISTING GROUP A3—ASSEMBLY WAIVERS SHALL DEMONSTRATE THAT ALL PRIOR PAYMENTS MADE TO THE GENERAL CONTRACTOR ENC ENCLOSE (URE) FIT HPT HEIGHT HIGH POINT OZ OD OUNCE OUTSIDE DIAMETER SC SOUTH SLID CORE WI WROUGHT IRON 1 cc NEW Addition GROUP A3—ASSEMBLY HAVE BEEN PROPERLY DISPERSED, AND THAT CONTRACTOR HAS OBTAINED CURRENT RELEASES OF LEIN. FAILURE TO SUBMIT CURRENT RELEASES SHALL RESULT IN SUBSEQUENT PAYMENTS TO THE BSMNT BM BASEMENT BEAM ENG ENAM ENGINEERING) ENAMAL HC HOLLOW CORE OA OH OVERALL HEAD SPEC SPECIFICATION NVrj�PlOnaSRj�$ GENERAL CONTRACTOR BEING WITHHELD UNTIL CURRENT WAIVERS ARE PROVIDED. FINAL BRG BEARING EPT EPDXY PAINT(EU) HM HB HOLLOW METAL�' HOSE BIBB OVER SA SQ SPRAY ACOUSTIC SQUARE Constrwt1011 Croup RETAINAGE WILL NOT BE RELEASED AT COMPLETION OF PROJECT UNTIL NOTARIZED FINAL RELEASES BEL BET BELOW BETWEEN EQ EQUAL FIURIZ. HORIZON TAIL PTD PAINT(ED) 5/S SfAINLESS STEEL 750 County Road 15 Allowable Building Area Floor 9,500 sf OF LIEN ARE SUBMITTED FROM ALL PARTIES WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S 31 r BITUMINOUS EQUIP EXH EQUIPMENT EXHAUST PR PNL PAIR ST STAIR Lake Monroe, FL. 32747 per PROPERTY, BILK BLKG IN INCH PANEL STD STANDARD PHONE: 407-321-8410 Allowable rot a I Building Area s f 19,000 5. THE GENERAL CONTRACTOR SHALL REQUIRE EVERY SUPPLIER , SUBCONTRACTOR, OR LABORER BD BOARD EX EXP'D EXISTING EXPOSED INCL INCLUDE(D), (ING) PBD PTN PARTICLE BOARD PARTITION STA STL STATION STEEL FAX: 407-321-4368 WORKING AT THE JOB SITE TO BE COVERED BY WORKER'S COMPENSATION INSURANCE. CONTRACTOR BOT BOTTOM EXP EXPANSION, EXPOSED IC INSIDE CLEAR PVMNT PAVEMENT STO STORAGE SHALL OBTAIN CERTIFICATES OF INSURANCE FROM ALL WORKERS, OR ELSE, SHALL NAME AND ENROLL BW BKT BOTTOM OF WALL BRACKET EJT EXPANSION JOINT ID INSUL INSIDE DIAMETER INSULATED, ION O ( ) PVRS PAVERS STRUC STRUCTURAL SUCH WORKERS ON HIS OWN WORKER'S COMPENSATION INSURANCE POLICY. BRK BRICK EXT EXTERIOR IfR PERF SUSPENDED Exist. Building Floor Area 7,923 sf 6 CONTRACTORMILLION BRZ BRONZE EIFS EXTERIOR INSULATION INV INVERIN � PLAN PLASTIC SYSP SYS RATIONS, BLDG BUILDING & FINISH SYS TEM S P -LAM L MI PLASTIC LAMINATE New Addition Building Floor Area 10 500 sf OWNED AND NODI OWNED VEHICLES, ACTS OF NEGLIGENCE OF THE CONTRACTOR OR ANY PARTY BUR BUILT-UP ROOFING EXTD EXTRUDED JAN JANITOR PL PLATE TKBD TACKBOARD DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. POLICY SHALL NAME THE OWNER AND THE AR('HITECT AS ADDITIONAL INSURED AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE FAB FABRIf JT JOINT PWD PLYWOOD TEL TELEPHONE 500 West Frdton Street Sanford Florida 32771 P. O. Box 2805 Sanford, Florida 32772-2808 Phone 407 312-684:1 Fres 407 330-0639 — Certificate ofAathorization No. AA26000926 ---- --- © 2007 Engineers Surveyors Architects Planners Latulscape Architects Envirantnental Scientists Constmetion Mixnagement .Design/.F3rrild Mezzanine Area n� CAB CABINET J JOIST PNT POINT TEMP TEMPERED z ORrIOMI SIIONSTOFRTHE CONTRACTOR OR ANY AGAINST FTHIS DIRECT AND AND EMPLOYEES. M THE ACTS CPT CACON R ET EDINET IT HEATER FOG FACE FWC I OF CONCALL RE E ING KIT KFrCHEN PSF POUNDSPr PER SQUARE 'TREATED QU E FOOT TZ rERRZZ00TTA Total Building Area 13,423 sf 7. UNLESS THE OWNER PROVIDES OTHERWISE, THE GENERAL CONTRACTOR SHALL PURCHASE AND CI CAST IRON) FOF FACE OF FINISH PSI POUNDS PER SQUARE INCH 'fEX TEXTURED MAINTAIN BUILDER'S RISK INSURANCE, TO THE FULL INSURABLE VALUE OF THE PROJECT, COVERING CB CATCH BASIN FOM FACE OF MASONRY LAM LAMINATE PFB PREFABRICAIE(D) THK THICK(NESS) ❑ PERILS OF FIRE, THEFT OR VANDALISM, FLOOD, AND STORM OR WINDSTORM. CLG CEILING FIN FINISHED) LAV LAVATORY PM PRESSED METAL FPO TOILET PAPER DISPENSER 8. COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONS WITH RESPECT TO DESIGN CEM CEMENT FF FINISHED FLOOR LCC LEAD COATED COPPER PROP PROPOSED T&G TOUNGE AND GROOVE Allowable Area Increases w/Sprinkler system n/a AND DIMENSIONAL STANDARD`' FOR ACCESSIBLE PARKING SPACES, BUILDING ENTRY, TOILET ROOM CTR CENTER FA FIRE ALRAM LH LEFT HANDE T&B TOP AND BOTTOM r, ooyy FE FIRE EXTINGUISHER SYN�B L LEGEND Allowable Area Increased per floor X 200/o n/a DIMENSIONS AND MOUNTING REQUIREMENTS FOR FIXTURES & ACCESSORIES. CT CERAMIC TILE FEC FIRE EXTINGUISHER CABINET LT LIGHT QTY QUANTITY TO TOP OF CONCRETE I� Z 9. GENERAL MATERIAL PROTECTION REQUIREMENTS: CHBD CHALK BOARD LS LIGHT SWITCH QT QUARRY TILE TF TOP OF FOOTING FHC FIRE HOSE CABINET LWT LIGHT WEIGHT TJ TOP OF JOIST ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE CO CLEAN OUT � � Allowable Increase Total Building Area n/a FPRF FIREPROOF LTL LINTEL RAD RADIUS TSL TOP OF SLAB TREATED IN ACCORDANCE WITH A.W.P.B. STANDARDS. CLR CLEAR U FR FIRE RATING ALL METALS SHALL BE ISOLATED FROM DISSIMILAR METAL BY. INERT ISOLATION CLO CLOSET LVR LOUVER RWL RAIN WATER LEADER A TOP OF STEEL MATERIAL AS REQUIRED TO PREVENT GALVANIC CORROSION. COL COLUMN FT FIRE TREATED REG RECESSED TW TOP OF WALL COMP COMPRESS ED ION IBLE FIXT FIXTURE MACH MACHINE REF REFERENCE TB TOWEL BAR ACCESSIBLE AREA 0R EXIT z ALL METAL 16 GAUGE AND LIGHTER SHALL BE HOT -DIP GALVANIZED, ASTM 0-90. ( )' ( )' ( ) FLG FLASHING CONC CONCRETE MB MACHINE BOLT RFL REFLECT(ED), IVE), (ING) T TREAD AREA � 3. CONSTRUCTION TYPE (601) ALL METAL HEAVIER THAN 16 GAUGE SHALL BE FACTORY PRIMED AND FIELD CMU CONCRETE MASONRY UNIT FLR FLOOR(ING) MH MAN HOLE REFR REFRIDGERAJ TRANS TRANSPARENT U75_ ROOM OCCUPANCY LOAD PAINTED . CONS CONTINUOUSCONSTRUCTION N FD FLOOR DRAIN MMFR AS MANUFACTURE (ER) REM F REINFO CE TYP TYPICAL 2U -43P TYPE IIIB CONSTRUCTION (Sprinklered) 10. ALL CONTRACTORS AND SUBCONTRACTORS SHALL WARRANT THEIR WORK AGAINST DEFECTS FROM USE FLOUR FLOURESCENf —S.F./OCCUPANT OF INTERIOR MATERIALS, EQUIPEMNT OR WORKMANSHIP FOR ONE YEAR FROM THE DATE OF FINAL CONTR CONTRACTOR) FTG FOOTING MO MASONRY OPENING REQ'D REQUIRED UC UNDERCUT COMPLETION OF CONTRACT OR FROM FULL OCCUPANCY OF THE BUILDING OWNER, WHICHEVER IS CJT CONTROL JOINT FDN FOUNDATION M PRL MEfERIAL(S) RES RESILIENT UL UNDERWRITERS LABORATORY EXIT CAPACITY m EARLIER. CG CORNER GUARD FRM FRAME MAX MAXIMUM R"r RESILIENT MILE OR URINAL 4. BUILDING HEIGHT 50.5 11, GENERAL CONTRACTOR SHALL PROVIDE TO BUILDING DEPARTMENT ROOF COVERING CORR CORRIDOR FS FULL SIZE MECH MECHANICAL RET RETURN 43 --`-----^---~ AC rUAL ( ) MANUFACTURER INFORMATION SHOWING THAT THEY MEET BUILDING CODE APPLIED. CTSK COUNTERSINK FURR FURRED (ING) MC MEDICINE CABINET RA RETURN AIR Allowable Heighit (Zoning) 2.5 stOrle� - � GENERAL CONTRACTOR SHALL PROVIDE TO BUILDING DEPARTMENT WINDOWS AND OR CRS COURSE MED MEDIUM REV REVISION 240 ALLOWABLE � 35 12. DOOR MANUFACTURER SUBMIT COPY OF OTHER APPROVED CERTIFICATION AGENCIES TEST REPORTS AND CYD CUBIC YARD SIGNED AND SEALED INSTALLATION DETAILS. Allowable Height (FBC 503) 2.0 stories 13. THE GENERAL CONDITIONS OF THE CONfRACTS FOR CONSTRUCTION, AIA DOCUMENT A-201-1997 15 DIRECTION OF TRAVEL WITH Actual Helght (feet) 2 8 EDITION, IS HEREBY MADE PART OF THE CONTRACT DOCUMENTS r ACCUMULATED OCCUPANCY LOAD Actual Stories Above grade 1.0 stories ARCHITECTURAL STANDARD SYMBOLS 250' MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT (250 5. OCCUPANCY LOAD (1004.1.2) The following syrnbols ore commonly used nAhkl NORTH ARROW FEET=MAXIMUM ALLOWABLE C by architecture firms. DWG DWG SECTION INDICATOR IL TRAVEL DISTANCE IN - Total 500 occ. MAX POS-rED _ NO WALL 'TYPE IDENTIFIER 6. FIRE PRO TEC TION RATINGS 01 NOTE INDICATOR WALL SECTION INDICATOR N/A owe REVISION INDICATOR ® N0 EQUIPMENT IDENTIFIER HATCH MARK SPRINKLERED BUILDING) ARROW _ 13.25' PROPOSED ELEV IN PLAN DOT o lO -0 8 10'-0" 8" 10'-0" 8" HATCH MARK SPRINKLERED BUILDING) ARROW _ 13.25' PROPOSED ELEV IN PLAN DOT o WEST ELEVATION [VAl| U _... .... _........ EAST ELEVATION /A7-| K | �----------� r----' � — ' --'----- '-- ---- - -----^-------� ' SOUTH E EV 7| m ` NORTHTEEV [| Ems500 westfaltoll Street Swif-ord, Florida 32771 11. C). BOX2808 Sanford, Florida 327722-2808 Plione 407 322-6841 Fax 407 330-0639 No, AA,26000926 Surveyors Architects Planners Landscape Architects Environtnental Scientists Construction Managenuent DesignlBuilel Sheet yJ ^�//��`~� /no. CD LU LL LU LU LL LL UJ 2 d D z w LL Sheet yJ ^�//��`~� /no. EXISTING ADDITION ll Qlip Up , wX - "mv scale: 3/32"-1'-0" I TYPE "A": EXTERIOR VEE RIB PANEL OVER MTL GIRTS BY "VP BUILDINGS" REFER TO METAL BUILDING MFR. FOR DETAILS. W/FIBERSTONE WAINSCOT EXTERIOR VEE RIB PANEL. REFER TO METAL BUILDINGS MFR. DETAILS. �W/FIBERSTONE PANEL WAINSCOT 8-1/2" CIRTS, REFER TO METAL -BUILDING MFR. DRAWINGS FOR DETAIL. PROVIDE R-13 NDN COMBUSTIBLE FIBERGLASS BATT INSULATION A -EXTERIOR STUCCO PLASTER OVER DENS GLASS COLD ON MTL GIRTS. 7/8" STUCCO PLASTER ON TYVEC STUCCO WRAP OVER 5/3" G -P ENS -GLASS GOLD SCREWED ON METAL BUILDING PANEL AT 16" n -.- - O.C.REFER TO METAL BUILDINGS MFR. DETAILS. 8-1/2" GIRTS, REFER TO METAL BUILDING MFR. DRAWINGS FOR DETAIL. PROVIDE R-13 NON COMBUSTIBLE FIBERGLASS BATT INSULATION 1/2" GWB. ONE SIDE. PROVIDE M.R. AT PLUMBING `` WALLS. 3-5/8"X20 GA. CALV. MTL STUD AT 24" O.C. TYPE "A2": EXTERIOR STUCCO PLASTER OVER DENS GLASS GOLD ON MTL GIRTS. EXTERIOR VEE RIB PANEL. REFER TO METAL BUILDINGS MFR. DETAILS, W/FIBERSTONE PANEL WAINSCOT (rl��/ / 8-1/'L" GIRTS, REFER TO METAL BUILDING MFR, DRAWINGS FOR DETAIL PROVIDE R-13 NON COMBUSTIBLE FIBERGLASS BATT INSULATION 1/2" GWB. ONE SIDE. PROVIDE M.R. Af PLUMBING WALLS. TYPE "B'1": 3-5/83"X20 GA, GALV. MTL STUD AT 24" O.C. 0 GYPSUM BOARD BOTH SIDES OVER CALV. MIL STUD INTERIOR PARTITION. 3" MIN SOUND ATTENUATING INSULATION- AS REQUIRED- - 5/8" GWB. EA. SIDE. �- PROVIDE M.R. AT PLUMBING NOM 4' NON RATED PARTITION ` , WALLS. '- 3-5/8"X20 GA. CALV. MTL TYPE "62": STUD AT 24" D.C. GYPSUM BOARD BOTH SIDES OVER CALV. MTL STUD INTERIOR PAR II HON. 3" MIN SOUND AT'TENUAIING /- INSULATION- AS REQUIRED - 5/8" GWB. EA. SIDE. PROVIDE M.R. AT PLUMBING WALLS G"X20 GA. CALV. MTL STUD TYPE "Cl": (1) HOUR FIRE RATED WALL: FULL HEIGHT GYPSUM BOARD TYPE "X" BOTH SIDES OVER GALV. MTL STUD .IN EXACT CONCORDANCE W/UL DESIGN #465. 3" MIN SOUND ATTENUATING _- INSULATION- AS REQUIRED- \ —5/B" GWB TYPE ,.X. EA. NOM. 4" 0) HR. RATED PARTITION \� SIDE. PER UL DESIGN # U465 ,,-3-5/8"X20 CA. GALV. MTL STUD AF 16" O.C. TYPE "C2"- (1) HOUR FIRE RATED WALL: FULL HEIGHT GYPSUM BOARD TYPE "X" BOTH SIDES OVER GALV. MTL STUD .IN EXACT CONCORDANCE W/UL DESIGN #465. 3" MIN SOUND ATTENUATING INSULATION- AS REQUIRED- 5/6'. EQUIRED-5/8" GWB TYPE "X" EA. SIDE, NOM. 6" (1) HR. RATED PARTITION PER UL DESIGN # U465 6°X20 GA, GALV. MTL STUD .�_.w_ AT 16" O.C. TYPE "ll (2) HOUR FIRE RATED WALL: FULL HEIGHT GYPSUM BOARD TYPE "X" BOTH SIDES OVER GALV. MTL STUD IN EXACT CONCORDANCE W/UL DESIGN /419. 3" MIN SOUND ATTENUATING INSULATION- AS REQUIRED- ( •_�) -�- nom(. J��VVV _�JV NOM. 4" (2) HR. RATED PARTITION (2) LAYERS 5/8" GWB TYPE "X" EA, PER UL DESIGN # U419 SIDE. _4"X20 GA. GALV. MTL STUD AT 16" O.C. TYPE "ll (2) HOURS FIRE RATED WALL: FULL HEIGHT GYPSUM BOARD TYPE "X" BOTH SIDES OVER CALV, MIL STUD IN EXACT CONCORDANCE W/UL DESIGN #419. 3" MIN SOUND ATTENUATING INSULATION- AS REQUIRED - NOM 6" (W HR. RATED PARTITION .-- (2) LAYERS 5/8" GWB TYPE "X" EA. PER UL DESIGN # U419 SIDE. 6'X20 CA. GALV. MTL ,IUD AT 16" O.C. PARTITION TYPES & -LEGEND < > p/ 5wA ;E .',V-0' �\ 1 -PROVIDE SOUND ATTENUATION IN ALL WALL PARTITIONS MIN 9'-0" HT. GRID LINES C -H 2 -REFER TO ROOF PLAN AND ELEVATIONS FOR EXACT LOCATION OF DOWNSPOUT. 4 -WINDOW TYPE "A" 6'-0" X3'-0" (WDTH.XFIT) 5 -WINDOW TYPE "B" 9'-0" X3'-0" (WDTH.XHT) 2 -WINDOW TYPE "C" 12'-0" X3'-0" (WDTFLXHT) 1 -WINDOW TYPE "D" 18'-0" X3'-0" (WDTH.XHT) mml 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Floridtr 32772-2808 Phone 407 322-6843 Fax 407 330-0639 Certificate of Authorization No. AA26000926 [_ 2007 Engineers Surveyors Architects Planners Leindseape Architects Environmental Scientists Construction Manngemeft t Design/Build Lu a Z) Z (9 U) mi Q w -7 U (,� Q r �I GD � O o Q x o� i v Sheet No. w o� i v z T - O > Uqi uj O Z a ❑ ❑ U Q U1 ❑ � U - Sheet No. w w i z uj 0 F LL 0 LL 0 000 >�a< LL z Sheet No. A KEFLECTED CEILING PLAN SYMBOLS 2024 ACOUSTICAL CEILING TILE ON MTL SUSPENSION SYSTEM. 24X48 LIGHT FIXTURE W/PRISMATIC LENS 2024 LIGHT FIXTURE W/PRISMATIC LENS 4FT.LONG SURFACE MOUNTED FLUORESCENT WITH TWO LAMP T8. SUSPENDED 4FT.LONG FLOURESCENT T -5H0 FIXTURES WITH T5 LAMPS. EXIT SIGN ODOWNLIGHT LIGHTING FIXTURE EGRESS LIGHT (2) LAMP WALL PACK 24X24 AIR RETURN GRILL �I I I I 24X24 AIR SUPPLY DIFFUSER I EXHAUST FAN KEEFJLF_CTF_D CEILING PLAN KEYNOTES O) GYPSUM BOARD HARD CEILING CONSTRUCTION: 5/8” GYPSUMN BOARD ON METAL 5U5PENSION SYSTEM AT 8'-0" A.F.F. <Z>ACOUSTICAL CEILING TILES DROP CEILING CONSTRUCTION: 5/8" WHITE TEGULAR EDGE Ln CEILING TILES (EQUIV. TO "AMSTRONG CORTEGA") IN WHITE I" T -BAR METAL SUSPENSION SYSTEM AT 8-0" AFF. - �3 EXTERIOR SOFFIT: EXTERIOR EXPOSSED ROOF PANELS BY METAL BUILDING MANUFACTURER, REFER TO VP BUILDING DRAWINGS FOR DETAILS. <2>INTERIOR EXPOSED STRUCTURE COMPONENTS ABOVE: INTERIOR EXPOSED STRUCTURE COMPONENTS ABOVE BY METAL BUILDING MANUFACTURER, REFER TO VP BUILDING DRAWINGS FOR DETAILS. J ' 05 INTERIOR EXPOSED LOFT STRUCTURE COMPONENTS ABOVE: INTERIOR EXPOSED WOOD AND STEEL STRUCTURE COMPONENTS ABOVE. I I I I I I I I OVAIRx"M [a 91 Aria scene: ��„_.�)_03) NTS 3 S500 West Fulton Street Sanford, Florida 32771. P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-684.1 Fax 407 330-0639 Certificate of Authorization No. AA26000926 2007 Engineers Suroeyors Architects Planners Landscape Architects Environmental Scientists Construction management Design/Build Sheet No. J F- d 0 Z O W z U u Z T- w U 0 Sheet No. d zuj 0 LD z uj N fY 0 z 0 F �< < 00 0 I (ID o X Z) LL to r QD X10 } LL O Lu o w 000 CL o V U Q ci z Imo. Sheet No. zuj z uj CL z 0 F < (jJ Z) LL to w LL w 000 V z Lu W U. co Sheet No. ELE% T.0 —I LLN EA) NEW ADDITION EXISTING NORTH ELEVATION scale: 1/8"-1'-0" EXISTING NEW ADDI-rION 2- SOUTH ELEVATION A201 scale: 1�8"=1' 3 EAST ELEVATION A201 scale: IX)=1'-0„ E VVr-Z) I CLCV/-\ I IUIN scale: --_. ELEV._28 0 5 T.O. ROOF __-- ELEV. 24'-0® EAVE HT. ELEV_ 19'-6n T.O. ROOF 10. KOOF !!SRI 500 West Fulloti Street Sanford, Florida 3277.1 P. O. Box 2808 Sanford, Florida 32772--2808 Phone. 407 322-6811 Fax 407 330-0639 Certificate of Authorization Na AA26000926 02007 Engineers SGlroBfors Architects Planners Landscape Architects Enuironrnental Scientists Construction Management Design/Build 1 Go Sheet No. Uh << !i1 Q CO 0 o 0 X 0 Z I- Q LJ U o CL © O z s N 0 Q C� H e� F - z LLJ z u LL w LL W 0 0 W LL F- 0 Z 0 LL z M Sheet No. Uh 1 A301 EXISTING ADDITION BUILDING SECTION scale: .1/81, _ V_U„ z 0 � w it i� � L � I z \ Ji U � BUILDING SECTION scale: .1/81, _ V_U„ O I I i - ELEV. _2HT ®-- EAVE HT. Me�100 /q, .,-a 500 VvestFrdton Street - Satiford, Florida 32771 P. 0. Bot: 2808 Sanford, Florida 32 772-2 808 Phone 407 322-6841 Fax 407 330-0639 Certificate of ANthorizatiar No. AA26000926 2007 Engineers Suroeyors Architects Planners Landscape Architects Environmental Scientists Construction Management Design / Bni ld z 0 � w U � L � I z \ O I I i - ELEV. _2HT ®-- EAVE HT. Me�100 /q, .,-a 500 VvestFrdton Street - Satiford, Florida 32771 P. 0. Bot: 2808 Sanford, Florida 32 772-2 808 Phone 407 322-6841 Fax 407 330-0639 Certificate of ANthorizatiar No. AA26000926 2007 Engineers Suroeyors Architects Planners Landscape Architects Environmental Scientists Construction Management Design / Bni ld Sheet No. z 0 � w U � L � z (7 Ji U � Sheet No. LLJ c 0 a� 0 • La uu <00 o X D LL -a >1 -a Q Q 0 U o U Q Cn 0 Z Q `{ ii Sheet No. LLJ • D LL LL 1 0 • U LL U. co Sheet No. KEY PLAN SCALE: NTS DOOR TYPES: DN TYPE A 8'-0" HT. X C-0" WIDE W/SIDE LIVES X 16 GA. H/M OR AND FRAME INSULATED DOUBLE DOOR W/1/4" TEMPERED CLEAR GLASS DR TYPE E DR TYPE B DR TYPE C DR TYPE C1 7'-0" HT. X 6'-0" WIDE X 16 7'-0" HT. X 3'-0" WIDE X 7'-0" HT. X 3'-0" WIDE X 16 GA. H/M DR AND FRAME 16 GA. H/M DR AND GA. H/M DR AND FRAME INSULATED SINGLE DOOR W/ FRAME INSULATED SINGLE INSULATED SINGLE DOOR W/1/z VISION PANEL DOOR HALF PANEL TEMPERED TINTED GLASS. DR TYPE_ H 7'-0" HT. X 3'-0" WIDE X 16 7'-0" HT. X 6'-0" WIDE X 16 7'-0" HT. X 3'-0" WIDE X 16 CA. GA. H/M FRAME AND BIRCH CA, H/M DR AND FRAME 90 MIN, H/M FRAME AND BIRCH SOLID CORE SOLID CORE SINGLE DOOR FIRE RATED DOUBLE DOOR SINGLE DOOR W/CLEAR VARNISH FINISH W/CLEAR VARNISH FINISH. AND 6"X35" VISION PANEL W/1/4" TEMPERED TINTED CLASS. H/M HEA® �A AT INT. DOORS A601 SCALE: 3" = 1'-0" H/M JAMB �B AT INT. DOORS A601 SCALE: 3" = 1'-0" 5/8" GYP. BOARD R-1.3 VINYL FACED FIBERGLASS BATT 11` 5/8" GYPSUM BOARD ON 3-5/8" FURRING CHANNE VERT, AT 16" O.C. r} BOTTOM 01 3-1/2" BATT INSULATION AS REQUIRED 3 5/8"X 20 GA GALV v1ETAL STUDS 16 GA, H/M FRAME 'AINTED 0 METAL J -TRIM FOAM ROD & CAULK EA. SIG 3A H/M HEAD AT EXT, DOORS A601 SCALE: 3" = V-0" LL PANELS ING AS REQ'D JETAL FASTENER 1. PRE -MOULDED FOAM CONT. ALONG ALL •TOP PANEL EDGES,(TYP.) METAL FLASHING CLOSURE TRIM CONT. SEALANT S SCHEDULED R-19 VINYL FACED ,L -1R-19 `�� Lim �- METAL BUILDING WALL PANELS 1►�I/ FIBERGLASS BATT NSULF---- 5/8" GYPSUM BOARD ON }` 3-5/8" FURRING CHANNELS VERT, AT 16 O.C. V) BLOCKING AS REQ'D � CL WITH METAL FASTENER a w MAN'FR. PRE -MOULDED FOAM STRIP CONT. ALONG A�L T. & BOT. PANEL EDGES. TYP. C m f—METAL FLASHING 6 METAL JI -TRIM` 1CLOSURE TRIM FOAM ROD &. CONT. CAULK CON'T. SEALANT 16 GA. WELDED \ Is- STEEL DR FRAME C) DOOR AS SCHEDULED NOTE: DOOR LOCATIONS MAY BE ADJUSTED UP TO 1" IN SHOP DRAWING PHASE, WlfFl ARC'HITECT'S APPROVAL, TO AVOID H/M JAMB AT EXT. DOORS CONFLICTS WITH PANEL RIBS. 3� A601 SCALE: 3" = V -O' MARBLE TRANSITION CERAMIC TILE VCT r� J MORTAR BED a n CONIC. SLAB. `� 4 4 4 CERAMIC TILE TO CARPETZVCT ` zc FL. TRANSITION DETAIL A501 3"=1'-0" 6'-0" x 8'-0" x 1-3/4" 4b. � --5/8' GYP. BOARD PAINT A DETAILS. FHWS, Phillips A, T. w 02 _ (Factory Provided) S.C. WOOD PAINT 16 GA. H/M. RM. FINISH AS SCHEDULED E -F OFFICE LOCK B 1 _= 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. C-- -- E -F 35/8"X 20 CA GALV OFFICE LOCK B ^� 04 METAL STUDS R-11BATF INSULA110N S.C. WOOD PAINT 16 GA. H/M. STAINED W/ KRAFT PAPER w OFFICE LOCK B 0 VAPUR BARRIER AS REQ UIRED 3'-0" x 7'-0" x 1-3/4" S.C. WOOD _ 16 GA. H/M. C[E H/M FRA CI KITCHEN '--- 45 MIN -WIRED GLASS PANEL PMtE PAIN IED 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED 4" 2° KITCHEN B 45 MIN -WIRED CLASS PANEL 07 6'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED G MULTI PURPOSE DOOR AS SCHEDULED � - J1„ 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. H/M JAMB �B AT INT. DOORS A601 SCALE: 3" = 1'-0" 5/8" GYP. BOARD R-1.3 VINYL FACED FIBERGLASS BATT 11` 5/8" GYPSUM BOARD ON 3-5/8" FURRING CHANNE VERT, AT 16" O.C. r} BOTTOM 01 3-1/2" BATT INSULATION AS REQUIRED 3 5/8"X 20 GA GALV v1ETAL STUDS 16 GA, H/M FRAME 'AINTED 0 METAL J -TRIM FOAM ROD & CAULK EA. SIG 3A H/M HEAD AT EXT, DOORS A601 SCALE: 3" = V-0" LL PANELS ING AS REQ'D JETAL FASTENER 1. PRE -MOULDED FOAM CONT. ALONG ALL •TOP PANEL EDGES,(TYP.) METAL FLASHING CLOSURE TRIM CONT. SEALANT S SCHEDULED R-19 VINYL FACED ,L -1R-19 `�� Lim �- METAL BUILDING WALL PANELS 1►�I/ FIBERGLASS BATT NSULF---- 5/8" GYPSUM BOARD ON }` 3-5/8" FURRING CHANNELS VERT, AT 16 O.C. V) BLOCKING AS REQ'D � CL WITH METAL FASTENER a w MAN'FR. PRE -MOULDED FOAM STRIP CONT. ALONG A�L T. & BOT. PANEL EDGES. TYP. C m f—METAL FLASHING 6 METAL JI -TRIM` 1CLOSURE TRIM FOAM ROD &. CONT. CAULK CON'T. SEALANT 16 GA. WELDED \ Is- STEEL DR FRAME C) DOOR AS SCHEDULED NOTE: DOOR LOCATIONS MAY BE ADJUSTED UP TO 1" IN SHOP DRAWING PHASE, WlfFl ARC'HITECT'S APPROVAL, TO AVOID H/M JAMB AT EXT. DOORS CONFLICTS WITH PANEL RIBS. 3� A601 SCALE: 3" = V -O' MARBLE TRANSITION CERAMIC TILE VCT r� J MORTAR BED a n CONIC. SLAB. `� 4 4 4 CERAMIC TILE TO CARPETZVCT ` zc FL. TRANSITION DETAIL A501 3"=1'-0" G p. fl v BLDG.. TURNDOWN SLAB, e- °• REFER TO STRUCTURAL— DRAWINGS TRUCTURAL—DRAWINGS FOR DETAILS sc THRESHOLD DETAIL A501 3„=1'-0” DOOR AND HARDWARE SCHEDULE DOOR DOOR DOOR DOOR FRAME FRAME LOCKSET HARDWARE REMARKS NO. SIZE MA [ERIAL FINISH MATERIAL FINISH TYPE FUNCTION NOTES 1 6'-0" x 8'-0" x 1-3/4" 5" PAINT No. 10 x 1-1/2" PAINT A DETAILS. FHWS, Phillips A, T. w 02 _ (Factory Provided) S.C. WOOD PAINT 16 GA. H/M. RM. FINISH AS SCHEDULED E -F OFFICE LOCK B 1 03 3'-0" x 7'-0" x 1-3/4" G p. fl v BLDG.. TURNDOWN SLAB, e- °• REFER TO STRUCTURAL— DRAWINGS TRUCTURAL—DRAWINGS FOR DETAILS sc THRESHOLD DETAIL A501 3„=1'-0” DOOR AND HARDWARE SCHEDULE DOOR DOOR DOOR DOOR FRAME FRAME LOCKSET HARDWARE REMARKS NO. SIZE MA [ERIAL FINISH MATERIAL FINISH TYPE FUNCTION NOTES 1 6'-0" x 8'-0" x 1-3/4" H/M&GLASS PAINT 16 GA.H/M PAINT A DETAILS. ENTRANCE A, T. w 02 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F OFFICE LOCK B 03 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F OFFICE LOCK B 04 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F w OFFICE LOCK B 0 05 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED CI KITCHEN B 45 MIN -WIRED GLASS PANEL 06 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED H 0 KITCHEN B 45 MIN -WIRED CLASS PANEL 07 6'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED G MULTI PURPOSE K•T,Z BL.DOOR 45 MIN. FIRE RATED 08 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F p� TUTOR B 09 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED H COMP. LAB A,K 45 MIN -WIRED GLASS PANEL 10 3'-0" x 7'-0" x 1-3/4" 20 GA H/M PAINT 16 GA. H/M. PAINT C ENTRANCE A,T,Z BUILDING STANDARD 11 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAIN r 16 GA. H/M. STAINED E -F CONFERENCE B 12 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 CA. H/M. STAINED H PHYS. FITNESS A,K 45 MIN -WIRED CLASS PANEL 1.3 .3'-O" x T-0" x 1-3/4" 20 GA H/M PAINT 16 GA. H/M. PAINT C ENTRANCE A,T,Z BUILDING STANDARD 14 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA, H/M. STAINED H KITCHEN B 45 MIN -WIRED GLASS PANEL 15 3'-0" x 7'-0" x 1-3/4" 20 CA H/M PAINT 16 GA, H/M. PAINT C ENTRANCE A,T,Z BUILDING, STANDARD 16 3'4" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F JAN. CLOSET B 45 MIN, 17 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F PUSH/PULL A,D,K 45 MIN. 18 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F PUSH/PULL A,D,K 45 MIN. 19 C -O" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED G MULTIPURPOSE K,T,Z BL.DOOR 45 MIN, FIRE RATED 20 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED H ELECTRICAL A,K 45 MIN -WIRED CLASS PANEL 21 3'-0" x 7'-0" x 1-3/4" 20 CA H/M PAINT 16 CA. H/M. PAINT C ENTRANCE A,T,Z BUILDING STANDARD 22 3'4" x 7'-0" x 1-3/4" 20 GA H/M PAINT 16 CA. H/M. PAIN T C ENTRANCE A,T,Z BUILDING STANDARD 23 3'-0° x 7'-0" x 1-:3/4" 20 GA H/M PAINT 16 CA. H/M. PAINT C ENTRANCE A,T,Z BUILDING STANDARD 24 3'-0" x 7'-0" x 1-3/4" 20 CA H/M PAIN f 16 CA. H/M. PAINT C ENTRANCE A,T,Z BUILDING STANDARD 25 6'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M, STAINED G STORAGE ROOM K,T,Z BL.DOOR 45 MIN. FIRE RATED 26 6'-0" x 7'-0" x 1-3/4" S.C. WOOD PAIN T 16 CA. H/M. STAINED C CAME ROOM K, T,"Z BL.DOOR 45 MIN. FIRE RATED 27 3'-0" x 7'-0" x 1-.3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED H PASSAGE A,K 45 MIN -WIRED CLASS PANEL 28 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 CA. H/M. STAINED E -F OFFICE LOCK B 29 3'-0" x 7'-0" x 1-3/4" S.C. WOOD PAINT 16 GA. H/M. STAINED E -F JAN./FIRE RISER B 45 MIN. 30 C -O" x 7'-0" x 1-3/4" 20 GA H/M PAINT 16 GA. H/M. PAINT B ENTRANCE A, G,T,Z DBL.DOOR W/ COORDINATOR LOCKSET FUNCTIONS AND SHALL BE CERTIFIED BY MFR. FOR ADA COMPLIANCE. PUSH BUTTON ENTRANCE/OFFICE LOCK WITH PUSH BUTTON, ANSI F82, CRADE 1. TURN/PUSH ENTRANCE LOCK W/ TURN/PUSH BUTTON, ANSI F82, GRADE]. STOREROOM STOREROOM LOCK, ANSI F86, GRADE 1. PASSAGE PASSAGE LATCH, ANSI F75, GRADE 1. PRIVACY PRIVACY LOCKSET WITH EMERGENCY ACCESS, ANSI F76, GRADE 1. PUSH/PULL HAGER 30S PUSH PLATES, 3" X 12" X .050" AND HAGER 3G PULL, 3/4" DIA. X 8" X 2-1/4" PROD. X 1-1/2" CLR. PANIC EXIT L RIM EXIT DEVICE W/ LOCKABLE REENTRY TOUCH BAR W/ TYPE NL NIGHT LATCH AND LEVER PANIC EXIT R RIM EXIT DEVICE W/ CONTINUOUS REENTRY TOUCH BAR W/ TYPE BE REENTRY AND LEVER OFFICE/LOCK FTURN KEY IN OUTSIDE CYLINDER, INSIDE LEVER CANNOT BE LOCKED DOORS AND HARDWARE NOTES A AUTOMATIC CLOSER, ANSI A156.4, GRADE 1, LCN 4041 SERIES W/ DELAYED ACTION. ADJUST FOR 5 LB. MAX. OPENING FORCE. B WALL BUMPER AT LOCKSET INSTALLED W/ CONCEALED DEADWOOD BLOCKING BEHIND WALL FINISH D ADA ROOM IDENTIFICATION PLAQUE, PER DETAIL PROVIDED E ENTRANCE LOCK W/PUSHBUTTON LOCK (ANSI F82,GR 1) C ASTRAGAL FOR PAIRS OF DOORS (ALWAYS REQ'D FOR FIRE -RATED PAIRS) H WALL -MOUNTED HOLDER INSTALLED W/ CONCEALED DEADWOOD BLOCKING BEHIND WALL FINISH K BRASS KICK PLATE BOTH SIDES, 8" HEIGHT X WIDTH OF DOOR 0 OFFICE LOCK (PUSH TURN , ANSI F61,GRZ) T ALUM. THRESHOLD WITH AND DOOR BOTTOM SWEEP (MAX..1/2" HEIGHT, SLOPED SADDLE TYPE PER ADA) W WEATHER STRIPPING & BUG SWEEP AT BOTTOM OF DOOR NOTE: ALL EXTERIOR DOOR WITHOUT THRESHOLD SHALL HAVE BOTTOM SWEEP STRIPS Z 2" FRAME HEADER DOORS NOTES NOTE: ALL EXTERIOR DOOR SHALL BE INSULATED NOTE: ALL INTERIOR WOOD DOOR WILL HAVE BIRCH VENEER WITH A PRE -STAINED CLEAR FINISH BY MFR. JOINT FILLER _ p p A P V D b, v.. SIDEWALK BLDC.. SLAB, REFER TO STRUCTURAL DRAWINGS FOR DETAILS 1/2" IMPREGNATED FIBER BOARD DOOR SCHEDULE A601 SCALE: NTS ALUM FRAME W/1/4" CLEAR GLASS 4 WINDOW TYPES A601 SCALE: 1/4" = V-0" moo 500 West Fulton Street - Sanford, Florida 32777 P. U. Box 2808 Sanford, Florida 32772-2808 Phone 4.07 322-6841 Fax 407 330-0639 Certificate ufAuthurizatiun No. AA26000926 C 2007 Engineers Surveyors Arclti tec. is Planners Leindscape Architects Environmental Scientists Construction Management Design/Build ry f— z C 0 0 ry -1 <a D wQ �I o X 00 Q r- T REFER TO A601 FOR w DOOR AND FRAME DETAILS. 255 FG ALUM. w THRESHOLD BY PEMKO /—OR APPROVED EQUAL. JOINT FILLER _ p p A P V D b, v.. SIDEWALK BLDC.. SLAB, REFER TO STRUCTURAL DRAWINGS FOR DETAILS 1/2" IMPREGNATED FIBER BOARD DOOR SCHEDULE A601 SCALE: NTS ALUM FRAME W/1/4" CLEAR GLASS 4 WINDOW TYPES A601 SCALE: 1/4" = V-0" moo 500 West Fulton Street - Sanford, Florida 32777 P. U. Box 2808 Sanford, Florida 32772-2808 Phone 4.07 322-6841 Fax 407 330-0639 Certificate ufAuthurizatiun No. AA26000926 C 2007 Engineers Surveyors Arclti tec. is Planners Leindscape Architects Environmental Scientists Construction Management Design/Build ry f— z C 0 0 ry -1 <a D wQ �I o X 00 Q r- T Sheet No. w rn w w 0) w LL 0 i D U. Q /QA r 0 cD LL 000 ¢ L) ILL Z aiCL p� O Ill a U Q w 0-0) 11 Sheet No. w w w 0) w LL 0 D U. Q /QA r r LL 000 L) ILL F- p� O Ill a z z Sheet No.