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FLUME DETAIL N.T.S. /8 {' B e /D P 9S,z>11 T/C CO�/C,PETE OOT Tf�i�E 17r 5E107/C TA2A" I "L/i1EPOC� ,gDSE COiYI�ACTED TO 9"1EQD'/TED �/1E �/a OF iYJ4X OEivS/Ty 6 5 T4B/L /zEo SU8- Bit sE FB.I� SO\ _ � r •�/9'TO /2' lL E/INiP�iY DRAINAGE COMPUTATIONS: r. Q",EPFoPATEO/�E SECTION "A -A" 1 . Pre -development Runoff - 89,362.25 ft3 SECTION "A -A" SECTION "B -�" - 3 2. Post -development Runoff 95,893.16 ft DRAINFIEL® ®ETAIL /VTs- 3 3. Required Retention - 6.530.91 ft Sanitary System: Z �- T000-a,c., All fittings shall be sanitary type fittings and 4 inch .� in diameter. No drain caps are required but a floor .drain flange is required at each floor opening. The , 2'-O' cleanout shall be flush with slab and provided with a 2'TO�OTE�TaBLE screw cap. BERM DETAIL N.T.S. SWALE DETAIL SECTION "B—B ACTIVITY NAME GATE ay Conklin Porter and Holmes - - --------- -�- - --- --- DESIGNED BY Gif/,B�Ti17z" /Z�B i BY 'Pow �T.a►1� /8 ,j ENGINEERS, INC. DRAWN POST OFFICE BOX 1976 CHECKED BY- _ - ---_ -- r;7�Z lZ - - - -* 500 W. FULTON STREET DATE TO _ FOR APPROVED BY SANFORD, FLORIDA 32771 _ C4 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL ._ REGISTRATION N0 /4-x--5� NO DATE i REVISION ry a - ,. • "IE.A SEHViCE i SUPPI r , y 1. Slab :hall be sealed v,,ith a water sealer CHEf1-iRETE-RSV, or equal. 2. Place roof supports before pouring slab. Optional Wall System: The optional wall system shall be used for enclosed storage of pet food and miscellaneous materials. The construction of the walls shall be a 2x4 stud wall 16" O.C. with one bottom plate and two top plates. - The bottom of the wall shall be fastened to the concrete slab and the top shall be fastened to the roof joists. Pressure treated lumber shall be used for the bottom plate. An exterior grade siding plywood shall be used for the wall covering and shall be painted or stained to match the office units. r �GYF ,Sl/�i�O�Pl �.TT -7 5f�/y L/y? ss,� ' 90 p �A/ui�A�y BEic%o !1!GI1141 •9ll/11/�t/U.lV ,k • � I ro`X 6x/O sr/!�/�1 y L 6'x 6x /o wY��i1 _ �/�y�Gc�'�9 !r// ��PiOiP�9TE•O �O�ES' HAIR" REMOVAL SYSTEM VERTICAL SIDLWALL SEPTIC TANK F�TO112L' GRADE AT „LEAST 6" r" SOIL COVER AT4LEDAA\ST 4 DIA. MIN AT LEAST I" ' AT LEAST 1" 4. A B —AT LEAST 3" DIMENSIONS FOR TANKS WITH VERTICAL SIDES WIDTH W 24" MINIMUM LENGTH L 2 TO 3 TIMES HE WIDTH DIAMETER 60' MINIMUM DEPTH, D 30 MINIMUM 78MAXIMUM A 0.2 D B. 6" MINIMUMI 0.2 D MAXIMUM C 10.4 D A am C 6"-- AT LEAST 4 FEET -I ,v.Ts NOTES: 1. Sanitary tees at least 4 inches in diameter may be used in place of baffles. 2. There shall be one or more manholes, 20" least dimension and located within 6 feet of all tank walls. 3. An inspection pipe of at least 4 inches diameter or a manhole shall be located over both the inlet and outlet devices. The center line of the inspection pipes shall be the same as the center line of the baffle openings or sanitary tees. 4. Manhole covers shall be located within 12 inches but no closer than 6 inches below finished grade and covered with at least 6 inches of earth. 5. Separation distance between end of inlet pipe and nearest point on baffle shall be no less than 6 inches or no roore than 12 inches. 6. .Septic tank shall be precast concrete. Installation and maintenance of septic tank shall be as per manufacturer's recommenda- tions. (Shop drawings are required). 7. Tank shall be 3200 gal. minimum capacity conforming to specifications hereon and Seminole County regulations. In case of conflict, Seminole County regulations govern. NOTE: �EiYIOI/AljLE CU!/E/� / 1. Bottom of inlet pipe should be a FFeE*.' ¢X,r4ff�il/�' minimum 1" higher than bottom of outlet pipe. 2, Each tile field lateral shall be • E� connected separately and not sub-��/ 1J1�� divided. Inverts shall be at the /it/LET 0 .same elevation. .Outlet .pipes FOUNDATION DETAIL —;- CDshall be laid at zero slope. Ol/TLET ■ D� DISTRIBUTION SOX 3. Distribution box shall be precast concrete. Installation and main- tenance of distribution box shall be as per manufacturer's recommen- dations. (Shop drawings are required). DETAIL • N, T. S. - ®Et; 3019� ' FLOOR PLAN SCALE. 11) 4' DRAWING N0. 4Of 6 SEMINOLE COUNTY HUMANE SOCIETY ANIMAL SHELTER DATE 12/82 JOB,NO. C1618.00 NO. DATE REVISION APPROVED STATLER SERVICE & SUPPLY • r M GENERAL NOTES 1. Materials and construction methods for pavement and storm drainage construction shall be in accordance with the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1977, or latest revision thereof and supplemental specifications thereto. A. Pavement base shall be 6" linerock bale compacted to 95% maximum density (ASTM D1557) with 6 inch subbase stabilited to obtain a Florida Bearing Value of 50 P.S.I. The finished pavment surface shall be 1 inch Type IIlasphal is concrete compacted with a 10 ton steel wheel finish roller or approved equal. Soil cement base shall meet the specifications of an appropriate soil cement design in accordance with Portland Cement Association guidelines to provide a 7 day compressive strength of not less than .350 P.S.I. Soil analysis, design and test results by a reputable Florida licensed soils testing laboratory shall be submitted prior to construction. B. Reinforced concrete pipe (RCP) shall be Class III with rubber gasket joints. . Corrugated metal pipe (CMP) shall be fully bituminous coated in accordance with AASHTO M-190 or aluminized, and shall be installed in accordance with the manufacturer's recommendations paying particular attention to the bedding, and backfilling in 6" lifts on alternating sides of the pipe (carefully hand tamped to eliminate voids). CPM of 15" to 48" shall be of 16 gauge. Pipe ends shall be recorrugated. Bands for joining corrugated pipe shall be supplied by the pipe manufacturer for the sPecific pipe used. Bands shall be gasketed and shall acce�t at least two (2) complete corrugations from each pipe end. The gaskets shall be the 0-Ring type and shall conform to Section 3 of ASTM Specification C-443. C. All return curve radii at intersections with public roads shall be 20' unless otherwise shown. 2. The Subcontractor shall selectively clear and grub the pavement, retention and building areas and he shall consult with the Owner prior to removing trees which are not actually in the proposed paving or building areas or within 3' of the edge of pavement or buildings, except if required for safety reasons, in which case, their removal shall be determined by the Owner, Engineer, and City or County Engineer. All materials excavated shall be property of the Owner and shall be disposed of off -site at the subcontractor's expense. Suitable materials nay be utilized in areas to be filled as directed by the Owner and/or Engineer within the project boundaries. 3. Underdrains shall be constructed as required by the Engineer and/or regulatory agency. All required underdrains may not be shown on the Plans, but they may be required during construction, dependent on soil and water conditions encountered. Any "hard pan", wet soil conditions or other suspect soil conditions encountered during construction shall be brought to the Engineer's attention so that the conditions may be further investigated and a decision made regarding underdrains. The Subcontractor shall arrange his work schedule so that the underdrain installations will coincide with other operations on the project in a manner which will prevent conflict, damage, or infiltration of materials. Underdrains shall be installed in accordance with the requirements of Section 440 FD OT Standard Specifications, latest edition. Pipe shall be 6" (unless otherwise noted) slotted corrugated polyethylene drainage tubing conforming to ASTM F405-74 Heavy Duty or ASTM F667 (larger sizes) and AASHTO M252 and SCS Code 606. Minimum slope shall be 0.20% (unless otherwise noted). Installation shall be in accordance with manufacturer's recommendations and ASTM F449. Compaction of the backfill will not be required if the underdrain is outside of pavement. All underdrain trenches shall be backfilled to the surface with clean, permeable, free -draining, approved sand in accordance with FDOT Section 902-4. Underdrain shall have knitted polyester filter material completely surrounding the drain. Exposed underdrain outlets shall be metallic or concrete with animal guards. 4. All private and public property which is off -site or in easements on -site that is affected by this work shall be restored by the subcontractor to a condition equal to or better than existed before commencing construction work unless specifically exempted by the Plans. Cost to be incidental to other construction and no extra compensation to be allowed. 5. For identification in contractual agreements, this set of drawings is dated _ Any revisions thereafter will be noted and dated on the affected drawing or drawings. 6. All paving surfaces shall be graded to drain positively in the direction generally shown by the flow arrows or typical sections. Paved surfaces shall also be graded to provide a smoothly transitioned driving surface for vehicles with no sharp breaks in grade, and no unusually steep or reverse cross slopes. Approaches to intersections and entrance and exit flow line grades to intersections will have to be determined in the field and adjustments shall be made in the centerline grades to accomplish the purposes outlined. It is the Subcontractor's responsibility to accomplish the above, and the Engineer shall be consulted so that he nay make any and all required interpretations of the Plans or give supplementary instructions to accomplish the intent of the Plans. 7. The Subcontractor shall place a I" -deep contraction joint every 4' in sidewalk. 8. The Subcontractor shall locate, form and slope the sidewalks in accordance with the site grading plan. Minimum sidewalk slope shall be 1.0% and maximum sidewalk slope shall be 5.0%. 9. The Subcontractor shall immediately notify the site superintendent if the pavement or foundation stakes are disturbed. 10. Sidewalk construction shall be flush with pavement where they are adjacent or meet. 11. Soil borings and soils engineer services have been provided by Universal Engineering Testing Co., Orlando, Florida (305/423-0504) and will be provided to the Subcontractor by that firm upon request. The Engineer assumes no responsibility for their correctness, completeness or accuracy. The Subcontractor shall obtain a copy of the soil engineer's report for this site and comply with recommendations contained therein. 12. All disturbed areas which are not to be sodded as a }part of apartment construction are to be grassed and muTched to D.O.T. standards and maintained until a satisfactory stand of grass acceptable to the regulatory agency has been obtained. Any washouts, regrading, reseeding and grassing work, and other erosion work required, will be performed by the Developer or his Subcontractor until the system is accepted for maintenance by the regulatory agency. 13. The location of all existing utilities shown on the Plans have been determined from the best information available, and are given for the convenience of the Subcontractor. The Engineer assumes no responsibility for accuracy. Prior to the start of any construction activity, it shall be the Subcontractor's responsibility to notify the various utilities, and to make the necessary arrangements for any relocations of these utilities with the Owner of the utility. The Subcontractor shall exercise caution when crossing an underground utility, whether shown on the Plan or located by the utility company. All utilities which interfere with the proposed construction shall be relocated by the respective utility companies, and the Subcontractor shall cooperate with them during relocation operations. Any delay or inconvenience caused the Subcontractor by the relocation of the various utilities shall be incidental to the Contract, and no extra compensation will be allowed. Chapter 17-153 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Drawings show only the approximate location of gas mains and do not show service lines. The only safe and proper way to locate either mains or service lines is by on -site inspection by Gas Company personnel. Therefore, excavators are instructed to telephone the Gas Company two (2) working days before entering a new construction area. 14. Quantities are only estimates and should be recalculated by the Subcontractor for bid submittals. 15. The Subcontractor shall excavate and rough grade foundation crawl space areas as directed by the site superintendent. 16. The Subcontractor shall backfill and grade courtyards, sideyards and pavement subbase areas to within 0.1' of specified grade elevations. The Site Superintendent or Engineer shall approve all subgrade materials and shall supervise and approve all materials and compaction in fill areas. Retention/detention basins are intended to drain as rapidly as possible, thus, the quality of soils in the sides and bottom of the basins is critical. All soils containing silt, muck, clay, or questionable fines must be removed. These soils may, with the Site Superintendents approval , be used for fill around the buildings or in other yard areas which are not depressed. Basins must be cleaned just prior to sodding in order to remove fines buildup including linerock film. Prior to sodding, the underdrain Subcontractor shall assure that backfill is such that underdrains shall function properly. Coordination of effort to effect proper operation of underdrains shall be the responsibility of the underdrain Subcontractor. 17. The Subcontractor shall immediately notify the site superintendent if a foundation or pavement stake is disturbed. 18. The top of footer elevations and the number of 8" courses may vary due to soil conditions. Contact Cardinal for building plans and details. 19. Minor adjustments caused by varying field conditions, including changes in shapes and depths of retention ponds and berms, may be made with the approval of the Engineer if he determines that the basic design intent is net. %;onklin Porter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 DAT E TO TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL N S1 AfLER SERVICE d SUPPLY 4. . 7 qq •- 'x f ns , WATER GENERAL NOTES DESIGNATION OF PROJECT MATERIALS: 1- All 1-1/2" and 2" water service lines shall be P.Y.C. Pipe joints and fittings shall be solvent-cenent. 2. All 3" mains shall be P.V.C. Pipe joints and fittings shall be rubber ring slip-on. 3. All 4" or larger mains shall be P.Y.C. Pipe joints shall be rubber ring slip-on. Fittings shall be cast iron mechanical joint. 4. All pipe, valves and fittings shall be of the nominal diameter as shown on the plans, and shall meet the materials specifications shown below, and be in accordance with the details shown on the standard water detail sheet. WATER MATERIAL STANDARD SPECIFICATIONS (Not all materials listed below are applicable for use on this contract): Polyvinyl Chloride Plastic Pipe (P.V.C.) shall conform to Dept. of Commerce PS 22170. Polyvinyl Chloride P.V.C.), ASTM D2241 'Plastic Pipe (SDR-PR and Class T), ASTM 1784, Type I, Grade I, 2000 P.S.I. design stress and be N.S.F. approved. This pipe shall be Class 200 (SDR 21) with markings on each section showing conformance to the above specifications. All P.V.C. pipe shall bear the N.S.F. logo for potable water. Rubber joints shall be gasketed and conform to ASTM D-1869 or ASA-A21.11. Solvent -cement couplings shall conform to ASTM D-3036. a) Valves three inches and larger in size - Gate valves shall conform to AW1WA C-500, with wrenchnut, extension stems and other appurtenances as required. They shall be iron body, fully bronze mounted, double disk, parallel seat, non -rising stem valves with 0-Ring seals and with end connection as called for on the drawings. b) Valves smaller than three inches in size - Gate valve shall be bronze body; rising stem, solid wedge valves capable of being repacked under pressure when valve is fully open. c) Valves shall open in counterclockwise direction unless they are to be installed in an existing water system in which case they shall open in the direction consistent with the direction of operation of existing valves. d) If the Owner of the existing system desires to use the brand or type of valve in existence, it shall be used if it generally meets the above specifications, and is approved in writing by the Engineer. Mechanical Joint Fittings, size 4" to 12" shall be cast iron fittings conforming to ASA A-21.10 for the body and A21.11 for mechanical joint for 12" and smaller. P.V-C. Fittings, rubber gasketed, shall be furnished by the pipe manufacturer and meet the specifications for the P.V.C. pipe. Fittings shall be designed to have a pressure rating no less than that required for the pipe. Where solvent -cement fittings are used, gluing procedures shall be in strict accordance with the manufacturer's recommendations for the type of glue and fitting used. Zero leakage will be allowed in the pressure tests. All materials and construction operations shall conform to the following A.S.T.M. specifications: Fittings - D2466, Solvent - D2564, Procedure - D2855, Installation - D2774. CONSTRUCTION METHODS: A lateral separation of at least 10' shall be maintained between water and sanitary rsewer lines. Sewers crossing under water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. Where this minimum separation cannot be maintained, the crossing shall be arranged so that the sewer pipe joints and water main joints are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the sewer main may be placed'in a sleeve or encased in concrete to obtain the equivalent of the required 10-foot separation. Where there is no alternative to sewer pipers crossing over a water main, the criteria for minimum separation between lines and joints as herein stated shall be required. Minimum cover overall pipe shall be 36" to finish grade, except that minimum cover over 2" and 1-1/2" water service piping may be reduced to 20" at sewer crossings in order to achieve the specified 18" vertical clearance. DISINFECTION AND TESTING: All pipe shall be disinfected in accordance with AWWA Standard C-601. P.Y.C. pipe shall be installed according to manufacturer's recommendations and tested in accordance with Asbestos Cement Pipe: Standard ANSI/AWWA C603-78. The Subcontractor shall provide, at his own expense, all necessary test pumping equipment, water, water meters, pressure gauges, and other equipment, material and facilities required for all hydrostatic and leakage testing. THRUST BLOCKS: All plugs, caps, tees, bends, fire hydrants, valves, etc., shall be provided with thrust blocks. For thrust block construction details, refer to "Standard Water Details" -as shown on Sheet S-6. UTILITY COMPANY: The water system beyond the meter shall be privately owned and maintained. The Subcontractor will be expected to meet all requirements of the City of Sanford, Utility Department, including advance notification to Utility and the Engineer so that they can witness all required tests of the water system. GENERAL SEWER NOTES Sanitary Sewer System: All sanitary sewer pipe shall be P.V.C. sewer pipe conforming to ASTM D-3034 S.D.R. 35. Installation of P.V.C. sewer pipe shall conform to ASTM D-2321. See ASTM C-12 latest edition for construction methods, except for backfilling which will be as shown on the Standard Sanitary Detail Sheet (S-8). In laying out the sanitary sewer in the field, the Subcontractor shall use the station offsets or property line offsets for locating the sanitary sewer and the flowline elevations given on the Plans. In the event of any minor differences in actual lengths of the sanitary sewer lines from those shown on the Plans, the Subcontractor shall adjust the grades as required. A lateral separation of at least 10' shall be maintained between water and sewer lines. Sewers crossing under water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. Where this minimum separation cannot be maintained, the crossing shall be arranged so that the sewer pipe joints and water main joints are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the sewer main may be placed in a sleeve or encased in concrete to obtain the.equivalent of the required 10-foot separation. Where there is no alternative to sewer pipes crossing over a water main, the criteria for minimum separation between lines and joints as herein stated shall be required. Complete "as -built" information relative to invert and elevations and line and service locations shall be accurately recorded, and the information submitted to the Engineer on legibly marked -up prints prior to final inspection of work. Infiltration testing of the sanitary sewer system will be required to be performed by the Subcontractor. Infiltration shall not exceed 300 gallons per day per inch of diameter per mile of length. In the event that groundwater is not encountered during sanitary sewer construction or if the groundwater encountered is not 24" above the top of the pipe, exfiltration testing of the sanitary sexier system will be necessary. The testing will he the responsibility of the Subcontractor. Exfiltration shall not exceed 300 gallons per day per inch of diameter per mile of length. The Subcontractor will be expected to meet all requirements of the County Health Department, including advance notification to the Department and the Engineer so that they can witness all required tests of the sewerage system. SEPTIC SYSTEM: The septic system shall be installed in accordance with the Seminole County Health Department Standards. A minimum size septic tank of 3,200 gallons shall be provided. The leaching field shall be 700 square feet at present with additional area of 1,400 square feet for expansion. A typical. leaching field is shown on -the drawings. FENCING SPECIFICATION: Fencing material shall be 11-1/2 gauge, 2-1/4" nesh, hot -dip galvanized after weaving, with a zinc coating of 1.2 ounces per square foot of actual surface covered or aluminized. Posts and rails shall be in accordance with good fencing practice and shall, be hot -dipped galvanized or aluminized. All pipe shall be a minimum 1-5/8" O.D. and wall thickness of 0.047". All gates shall be made from 1-5/8" O.D.D pipe with 0.047" wall thickness. Posts shall be set at a maximum of 10 feet apart, plumb, inline, and placed in a vertical position. All posts shall be permanently set in an immovable position. The fabric shall be securely fastened to the posts. All posts shall have caps. All gate support posts shall be a minimum 2-1/2" O.D. ACTIVITY NAME DATE DESIGNED BY: G Al 8. /Z-8 DRAWN BY: CHECKED BY: r. z. FOR APPROVED BY: 00,fref /182 REGISTRATION NO: /a$1$S6 1 N0. DATE SCALE. N/A DATE. 12/82 REVISION' APPROVED JOB NO. 11618.00 DEC 1 3 0,1987 *111 Will qiiilp U I N0. r*-ni mrry F•�3� TC -,"9 06 / / 44-0 ;Z7 Ts /3/S9' .U/ST.Q/,BUT/OrV 130X 'o . I 24 /$ I /$ B e /O T/C TA" 24„ I 9"PEF1': 2 2, fl1 TEO /`/.�E 9/9''71 / ' n/ 61/VP�/Y Q �E/PFO.Pl�TEO/f'E A SECTION "A —A" PRAINFIELD DETAIL NTS. Sanitary System: All fittings shall be sanitary type fittings and 4 inch in diameter. No drain caps are required but a floor drain flange is required at each floor opening. The cleanout shall be flush with slab and provided with a screw cap. Conklin Porter and Holmes --- ENGINEERS, INC. O POST OFFICE BOX 1976 500 W. FULTON STREET pAT E SANFORD. FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 N 'lER SFRVICJ 1 SUPP, '. 6.t/T.PE4TE0 BU/L D/�t/6 P4f O.P � 2"L<1YE.P OF h',4Y O,P STiQq`f/. 8 2 'TO Gl/IJTEiPTDBL� ' v) SECTION "B—B TO PROJECT CONTROL l � -. %9 J-- 00 \ \� 6 q X, r- i ��ir/�vG a b— J C 01VC_1PETE pOT T/�E 17l 6"L/�t�JE,POC� /jDSE TEO TO 9�/o OF i1'J4X OE�/S/T1/ SECTION "A -A" SECTION "R-R" O" BERM DETAIL N.T.S. SWALE DETAIL ACTIVI TY NAME DATE DESIGNED BY DRAWN BY CHECKED BY T7JyZ /Z,/8Z FOR APPROVED BY REGISTRATION N0 ----- /40e_l NO DATE REVISION zo QR/E� RETENTION DETAIL :;H 9,6:�CT/O/V .46_V o,0ZA 1 Q CONC. FLUME DETAIL N.T.S. DRAINAGE COMPUTATIONS: 1. Pre -development Runoff - 89,362.25 ft3 2. Post -development Runoff - 95,893.16 ft3 3. Required Retention 6,530.91 ft3 4. FDER Requirements - 6,969.60 ft3 5. Amount of Retention Provided - 12,000.00 ft3 + DEC 3 Q 19o2. . SEMINOLE COUNTY HUMANE SOCIETY'.', ANIMAL' SHELTER, Conklin Porter and Holmes. PENGINEERS, INC. o POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD. FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 DAT E I TO I FOR PROJECT CONTROL N i 1. ;lahall he sealed pith a v.ater sealer �t'EPE,E -B; r� or ec;ua 1 , 2. Place ruof supl,orts before E,ouring slab. Optional Wall System: The optional wall system shall be used for enclosed storage of pet food and miscellaneous materials. The construction of the walls shall be a 2x4 stud wall 16" O.C. with one bottom plate and two top plates. The bottom of the wall shall be fastened to the concrete slab and the top shall be fastened to the roof joists. /,uvg3Pressure treated lumber shall be used for the bottom plate. An exterior grade siding plywood shall be used for the wall covering and shall be -painted or stained to match the office units. /yam �5. A7 ACTIVITY i NAME DESIGNED BY. G./V,,3. Ti17Z. DRAWN BY: CHECKED BY: TiYiZ. APPROVED BY: r 101111Z E. POrP%EiP REGISTRATION NO: /45511 D�IC �� 6X 6X /O fl�l�/y/ y AI -14' —�— —s— ' I Ile 70 HAIR'REMOVAL SYSTEM VERTICAL SIDEWALL SEPTIC TANK FINISHED GRADE 11 F:AEAST 6" TO 12" SOIL COVER AT LEAST DIA. 4" DIA.--, MINLEAST I" AT LEAST I" l .- A � I-i AT LEAST 3" DIMENSIONS FOR TANKS WITH VERTICAL SIDES AT LEAST 4 FEET NOTE: �E/1'l0(/�lfLE CUI�E� 1. Bottom of inlet pipe should be a minimum 1" higher than bottom of outlet pipe. 2. Each tile field lateral shall be E� connected separately and not sub- olJ� divided. Inverts shall be at the ivL�T same elevation. Outlet pipes CD shall be laid at zero slope. Ol/TLE'T 3. Distribution box shall be precas-t concrete. Installation and main- D tenance of distribution box shall be as per manufacturer's recommen- dations. (Shop drawings are required). DISTRIBUTION BOX DETAIL N. T.S. DATE Z-82 SCALE 1° 4' 82 DATE- 12/8.2 'Z 82 Z 8Z JOB NO. C1618.00 N 0. DATE I REVISION APPROVED NOTES: 1. Sanitary tees at least 4 inches in diameter may be used in place of baffles. 2. There shall be one or more manholes, 20" least dimension and located within 6 feet of all tank walls. 3. An inspection pipe of at least 4 inches diameter or a manhole shall be located over both the inlet and outlet devices. The center line of the inspection pipes shall be the same as the center line of the baffle openings or sanitary tees. 4. Manhole covers shall be located within 12 inches but no closer than 6 inches belo.a finished grade and covered with at least 6 inches of earth. 5. Separation distance between end of inlet pipe and nearest point on baffle shall be no less than 6 inches or no more than 12 inches. 6. Septic tank shall be precast concrete. Installation and maintenance of septic tank shall be as per manufacturer's recommenda- tions. (Shop drawings are required). 7. Tank shall be 3200 gal. minimum capacity conforming to specifications hereon and Seminole County regulations. In case of conflict, Seminole County regulations govern. _Z7 lz5yr 1101*'�,"l FOUNDATION DETAIL ,cIrs' DEC 3 019 ? FLOOR PLAN DRAWING NO. SEMINOLE COUNTY 4 of 6 HUMANE SOCIETY ANIMAL SHELTER _ - 5'AfLER SERVICE & SUPPLY - - - a GENERAL NOTES 1. Materials and construction methods for pavement and storm drainage construction shall be in accordance with the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1977, or latest revision thereof and supplemental specifications thereto. A. Pavement base shall be 6" limerock bage compacted to 95% maximum density (ASTM D1557) with 6 inch subbase stabiliged to obtain a Florida Bearing Value of 50 P.S.I. The finished pavment surface shall be 1 inch Type IIIasphal is concrete compacted with a 10 ton steel wheel finish roller or approved equal. Soil cement base shall meet the specifications of an appropriate soil cement design in accordance with Portland Cement Association guidelines to provide a 7 day compressive strength of not less than 350 P.S.I. Soil analysis, design and test results by a reputable Florida licensed soils testing laboratory shall be submitted prior to construction. B. Reinforced concrete pipe (RCP) shall be Class III with rubber gasket joints. Corrugated metal pipe (CMP) shall be fully bituminous coated in accordance with AASHTO M-190 or aluminized, and shall be installed in accordance with the manufacturer's recommendations paying particular attention to the bedding, and backfilling in 6" lifts on alternating sides of the pipe (carefully hand tamped to eliminate voids). CPM of 15" to 48" shall be of 16 gauge. Pipe ends shall be recorrugated. Bands for joining corrugated pipe shall be supplied by the pipe manufacturer for the specific pipe used. Bands shall be gasketed and shall accept at least two (2) conplete corrugations from each pipe end. The gaskets shall be the 0-Ring type and shall conform to Section 3 of ASTM Specification C-443. C. All return curve radii at intersections with public roads shall be 20' unless otherwise shown. 2. The Subcontractor shall selectively clear and grub the pavement, retention and building areas and he shall consult with the Owner prior to removing trees which are not actually in the proposed paving or building areas or within 3' of the edge of pavement or buildings, except if required for safety reasons, in which case, their renoval shall be determined by the 0►•rner, Engineer, and City or County Engineer. All materials excavated shall be property of the Owner and shall be disposed of off -site at the subcontractor's expense. Suitable materials nay be utilized in areas to be filled as directed by the Owner and/or Engineer within the project boundaries. 3. Underdrains shall be constructed as required by the Engineer and/or regulatory agency. All required underdrains nay not be shown on the Plans, but they may be required during construction, dependent on soil and water conditions encountered. Any "hard pan", wet soil conditions or other suspect soil conditions encountered during construction shall be brought to the Engineer's attention so that the conditions may be further investigated and a decision made regarding underdrains. The Subcontractor shall arrange his work schedule so that the underdrain installations will coincide with other operations on the project in a nanner which will prevent conflict, damage, or infiltration of materials. Underdrains shall be installed in accordance with the requirements of Section 440 FD OT Standard Specifications, latest edition. Pipe shall be 6" (unless otherwise noted) slotted corrugated polyethylene drainage tubing conforming to ASTM F405-74 Heavy Duty or ASTM F667 (larger sizes) and AASHTO M252 and SCS Code 606. Minimum slope shall be 0.20% (unless otherwise noted). Installation shall be in accordance with manufacturer's recommendations and ASTM F449. Compaction of the backfill will not be required if the underdrain is outside of pavement. All underdrain trenches shall be backfilled to the surface with clean, permeable, free -draining, approved sand in accordance with FDOT Section 902-4. Underdrain shall have knitted polyester filter material completely surrounding the drain. Exposed underdrain outlets shall be metallic or concrete with animal guards. 4. All private and public property which is off -site or in easements on -site that is affected by this work shall be restored by the subcontractor to a condition equal to or better than existed before commencing construction work unless specifically exempted by the Plans. Cost to be incidental to other construction and no extra compensation to be allowed. 5. For identification in contractual agreements, this set of drawings is dated _ Any revisions thereafter will bPntd dd 8. The Subcontractor shall locate, form and slope the sidewalks in accordance with the site grading plan. Minimum sidewalk slope shall be 1.0% and maximum sidewalk slope shall be 5.0%. 9. The Subcontractor shall. immediately notify the site superintendent if the pavement or foundation stakes are disturbed. 10. Sidewalk construction shall be flush with pavement where they are adjacent or meet. 11. Soil borings and soils engineer services have been provided by Universal Engineering Testing Co., Orlando, Florida (305/423-0504) and will be provided to the Subcontractor by that firm upon request. The Engineer assumes no responsibility for their correctness, completeness or accuracy. The Subcontractor shall obtain a copy of the soil engineer's report for this site and comply with recommendations contained therein. 12. All disturbed areas which are not to be sodded as a part of apartment construction are to be grassed and muTched to D.O.T. standards and maintained until a satisfactory stand of grass acceptable to the regulatory agency has been obtained. Any washouts, regrading, reseeding and grassing work, and other erosion work required, will be performed by the Developer or his Subcontractor until the system is accepted for maintenance by the regulatory agency. 13. The location of all existing utilities shorn on the Plans have been determined from the best information available, and are given for the convenience of the Subcontractor. The Engineer assumes no responsibility for accuracy. Prior to the start of any construction activity, it shall be the Subcontractor's responsibility to notify the various utilities, and to make the necessary arrangements for any relocations of these utilities with the Owner of the utility. The Subcontractor shall exercise caution when crossing an underground utility, whether shown on the Plan or located by the utility company. All utilities which interfere with the proposed construction shall be relocated by the respective utility companies, and the Subcontractor shall cooperate with them during relocation operations. Any delay or inconvenience caused the Subcontractor by the relocation of the various utilities shall be incidental to the Contract, and no extra compensation will be allowed. Chapter 17-153 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Drawings show only the approximate location of gas mains and do not show service lines. The only safe and proper way to locate either mains or service lines is by on -site inspection by Gas Company personnel. Therefore, excavators are instructed to telephone the Gas Company two (2) working days before entering a new construction area. 14. Quantities are only estimates and should be recalculated by the Subcontractor for bid submittals. 15. The Subcontractor shall excavate and rough grade foundation crawl space areas as directed by the site superintendent. 16. The Subcontractor shall backfill and grade courtyards, sideyards and pavement subbase areas to within 0.1' of specified grade elevations. The Site Superintendent or Engineer shall approve all subgrade materials and shall supervise and approve all materials and compaction in fill areas. Retention/detention basins are intended to drain as rapidly as possible, thus, the quality of soils in the sides and bottom of the basins is critical. All soils containing silt, muck, clay, or questionable fines must be removed. These soils may, withs a the Site Superintendentpproval, be used for fill around the buildings or in other yard areas which are not depressed. Basins must be cleaned just prior to sodding in order to renove fines buildup including limerock film. Prior to sodding, the underdrain Subcontractor shall assure that backfill is such that underdrains shall function properly. Coordination of effort to effect proper operation of underdrains shall be the responsibility of the underdrain Subcontractor. 17.` The Subcontractor shall immediately notify the site superintendent if a foundation or pavement stake is disturbed. 18` The top of footer elevations and the number of 8" courses may vary due to soil conditions. Contact Cardinal for building plans and details. 19. Minor adjustments caused by varying field conditions, including changes in shapes and depths of retention ponds and berms, nay M he made with the approval of the Engineer if he determines that the basic design intent is net. _ o e an ated on the affected drawing or drawings. 6. All paving surfaces shall be graded to drain positively in the direction generally shown by the flow arrows or typical sections. Paved surfaces shall also be graded to provide a smoothly transitioned driving surface for vehicles with no sharp breaks in grade, and no unusually steep or reverse cross € slopes. Approaches to intersections and entrance and exit flow I le line grades to intersections will have to be determined in the field and adjustments shall be nade in the centerline grades to accomplish the purposes outlined. It is the Subcontractor's responsibility to accomplish the above, and the Engineer shall be consulted so that he nay make any and all required interpretations of the Plans or give supplementary instructions to accomplish the intent of the Plans. 7. The Subcontractor shall place a 1"-deep contraction joint every 4' in sidewalk. I, onklin Porter ENGINEERS, INC. POST OFFICE BOX 1976 500 K FULTON STREET SANFORD, FLORIDA 32771 DAT E TEL 305 322-6841 TEL 305 831-5717 , t F N r. S'-A I LER SERVICE E SUPPLY TO PROJECT CONTROL M '14ATER GENERAL NOTES DESIGNATION OF PROJECT MATERIALS: 1- All 1-1/2" and 2" water service `lines shall be P.V.C. Pipe joints and fittings shall be solvent-cerient. 2. All 3" nains shall be P.V.C. Pipe joints and fittings shall be rubber ring slip-on. 3. All 4" or larger mains shall be P.V.C. Pipe joints shall be rubber ring slip-on. Fittings shall be cast iron mechanical joint. 4. All pipe, valves and fittings shall be of the nominal diameter as shown on the plans, and shall meet the materials specifications shown below, and be in accordance with the details shown on the standard water detail sheet. WATER MATERIAL STANDARD SPECIFICATIONS (Not all materials listed below are applicable for use on this contract): Polyvinyl Chloride Plastic Pipe (P.V.C.) shall confon-i to Dept. of Cornerce PS 2 70. Polyvinyl ChlorideiP•V-C.), ASTM 62241 Plastic Pipe (SDR-PR and Class T), ASTM 1784, Type I, Grade I, 2000 P.S.I. design stress and be N.S.F. approved. This pipe shall be Class 200 (SDR 21) with markings on each section showing conformance to the above specifications. All P.V.C. pipe shall bear the N.S.F. logo for potable water. Rubber joints shall be gasketed and conform to ASTM D-1869 or ASA-A21.11. Solvent -cement couplings shall conform to ASTM D-3036. Gate Valves: a) Valves three inches and larger in size - Gate valves shall conform to AWWA C-500, with wrenchnut, extension stems and other appurtenances as required. They shall be iron body, fully bronze mounted, double disk, parallel seat, non -rising stem valves with 0-Ring seals and with end connection as called for on the drawings. b) Valves smaller than three inches in size - Gate valve shall be bronze body; rising stem, solid wedge valves capable of being repacked under pressure when valve is fully open. c) Valves shall open in counterclockwise direction unless they are to be installed in an existing water sys ten in which case they shall open in the direction consistent with the direction of operation of existing valves. d) If the Owner of the existing system desires to use the brand or type of valve in existence, it shall be used if it generally meets the above specifications, and is approved in writing by the Engineer. Mechanical Joint Fittings, size 4" to 12" shall be cast iron fittings conforming to ASA A-21.10 for the body and A21.11 for mechanical joint for 12" and smaller. P.V.C. Fittin s, rubber gasketed, shall be furnished by the pipe manu acturer and meet the specifications for the P.V.C. pipe. Fittings shall be designed to have a pressure rating no less than that required for the pipe. Where solvent -cement fittings are used, gluing procedures shall be in strict accordance with the manufacturer's recommendations for the type of glue and fitting used. Zero leakage will be allowed in the pressure tests. All materials and construction operations shall conform to the following A.S.T.H. specifications: Fittings - D2466, Solvent - D2564, Procedure - D2855, Installation - D2774. CONSTRUCTION METHODS: A lateral separation of at least 10' shall be maintained between water and sanitary sewer lines. Sewers crossing under water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. Where this minimum separation cannot be maintained, the. crossing shall be arranged so that the sewer pipe joints and water main joints are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the sewer main may be placed in a sleeve or encased in concrete to obtain the equivalent of the required 10-foot separation. Where there is no alternative to sewer pipes crossing over a water main, the criteria for minimum separation between lines and joints as herein stated shall be required. Minimum cover over all pipe shall be 36" to finish grade, except that nininum cover over 2" and 1-1/2" water service piping may be reduced to 20" at sewer crossings in order to achieve the specified 18" vertical clearance. DISINFECTION AND TESTING: All pipe shall be di sinfected' in accordance with AWWA Standard C-601. P.V.C. pipe shall be installed according to manufacturer's recommendations and tFs-ed in accordance with Asbestos Cement Pipe: Standard ANSI/AWWA C6C3-78. The Subcontractor shall provide, at his own expense, all necessary test pumping equipment, water, water meters, pressure gauges, and other equipment, material and facilities required for all hydrostatic and leakage testing. ACTI V I TY NAME DATE DESIGNED BY: 6 Al 3. �ZB� DRAWN BY: CHECKED BY: %z. �Z- APPROVED BY ;'t REGISTRATION NO: /9556 THRUST BLOCKS: All plugs, caps, tees, bends, fire hydrants, valves, etc., shall be provided with thrust blocks. For thrust block construction details, refer to "Standard Water Details" -as shown on Sheet S-6. UTILITY COMPANY: The water system beyond the meter shall be privately owned and maintained. The Subcontractor will be expected to meet all requirements of the City of Sanford, Utility Department, including advance notification to Utility and the Engineer so that they can witness all required tests of the water system. GENERAL SEWER NOTES Sanitary Sewer System: All sanitary sewer pipe shall be P.Y.C. sewer pipe conforming to ASTM D-3034 S.D.R. 35. Installation of P.V.C. sewer pipe shall conform to ASTM D-2321. See ASTM C-12 latest edition for construction methods, except for backfilling which will be as shown on the Standard Sanitary Detail Sheet (S-8) . In laying out the sanitary sewer in the field, the Subcontractor shall use the station offsets or property line offsets for locating the sanitary sewer and the flowline elevations given on the Plans. In the event of any minor differences in actual lengths of the sanitary sewer lines from those shown on the Plans, the Subcontractor shall adjust the grades as required. A lateral separation of at least 10' shall be maintained between water and sewer lines. Sewers crossing under water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. Where this minimum separation cannot be maintained, the crossing shall be arranged so that the sewer pipe joints and water main joints are equidistant from the point of crossing with no less than 10 feet between any two joints. Alternatively, the sewer main may be placed in a sleeve or encased in concrete to obtain the equivalent of the required 10-foot separation. Where there is no alternative to sewer pipes crossing over a water main, the criteria for minimum separation between lines and joints as herein stated shall be required. Complete "as -built" information relative to invert and elevations and line and service locations shall be accurately recorded, and the information submitted to the Engineer on legibly narked -up prints prior to final inspection of work. Infiltration testing of the sanitary sewer system will be required to be performed by the Subcontractor. Infiltration shall not exceed 300 gallons per day per inch of diameter per mile of length. In the event that groundwater is not encountered during sanitary sewer construction or if the groundwater encountered is not 24" above the top of the pipe, exfiltration testing of the sanitary sevier system will be necessary. The testing will be the responsibility of the Subcontractor. Exfiltration shall not exceed 300 gallons per day per inch of diameter per mile of length. The Subcontractor will be expected to meet all requirements of the County Health Department, including advance notification to the Department and the Engineer so that they can witness all required tests of the sewerage system. SEPTIC SYSTEM: The septic system shall be installed in accordance with the Seminole County Health Departnent Standards. A minimum size septic tank of 3,200 gallons shall be provided. The leaching field shall be 700 square feet at present with additional area of 1,400 square feet for expansion. A typical leaching field is shorn on --the drawings. FENCING SPECIFICATION: Fencing material shall be 11-1/2 gauge, 2-1/4" nesh, hot -dip galvanized after weaving, with a zinc coating of 1.2 ounces per square foot of actual surface covered or aluminized. Posts and rails shall be in accordance with good fencing practice and shall be hot -dipped galvanized or -aluminized. All pipe shall be a minimum 1-5/8" O.D. and wall thickness of 0.047". All gates shall be made from 1-5/8" O.D-D pipe with 0.047" wall thickness. Posts shall be set at a maximum of 10 feet apart, plumb, inline, and placed in a vertical position. All posts shall be permanently set in an irnovable position. The fabric shall be securely fastened to the posts. All posts shall have caps. All gate support posts shall be a minimum 2-1/2" O.D. NO. I DATE ( REVISION SCALE. N/A DAT E . 12/82 APPROVED JOB NO. C1618.00 DRAWING NO. �;6KlO tt ca,r+ VI �\vm�\O 100 Cola rM k-\- -D^,tAt11 OJQW Q'-O"X 5C"PEENE ' access nc wz* 5/',Qc'5 - SEE' OETA/L- A,5( FO[/rVOA 2 ea, 1 `5 BAPS C01V7 -r .. vV-• plc. H.CJ VVC� t C]�"�!✓CC- , F�/TCN ODiVC. TO , .PIe /I/ OF�EN/N(j. S2�:'C7101V ,qr ,4CCF,55 OOOf:' 04 YEiW IVO SCALE 4ea. , #5 134,F5 . I I / I I "rolvc .BLOCK I I I I I, I PlE/P RZ A /V : No 5cAL E CONC. .BLOCK v ' 1) a 2'a ' R145R JZ''CT/0,/V 7- 'F : /VO 5CA1_E VIEW A. 4/2 " x4 "Z4 50C-F ,5- (2 f'ER MOOUG E) 1/2' _ STEED lc ZATE C7RAOE 40. SEC T/ON A T 1"OUNOrW T/O/V W4 G L. • NO 5CA L E \�I -4 "soGio coNc. ' QGOCK B "C'O/VC. ,BLOCK Ti- 1 A _ / 0 0) T IS ql,o L — 4 41 / �. a I a rid .:r : . > ti ........... h ;;..::: �::•.:::•:::: •... r...:•... •..:•...:....: ...:•... •.... • .. ' .... / 1 �ti �V f \ q/ _ �9 4 -- -- _ " 90 � 39 38 � �� qO a ► � g3 q4 45 � �� q 7 ��— 492 r �� a0 3� 37 3� 3� az 3695 PLAq ------- Conklin Porter and Holmes ENGINEERS, INC. o POST OFFICE BOX 1976 500 W. FULTON STREET DAT E SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 S t A I LEH SERVICE & SUPPLY i � Il�i�t�f✓ � �tco1Z `oo . J o T�- f 101 sI+ CD LEAP 6 AT BO I LD IN6 (E L. = Ali o) 6 I ► r 5►0o it l ( f S10eWALK c.Rawt_ � M 4J Z19 ACTIVITY77 NAME DATE DESIGNED BY: T Z Iz; S SCALE AC) � DRAWN BY: G �1 IZ-$Z CHECKED BY: _T DATE. IZ -- g) L APPROVED BY: p E P IS REGISTRATION NO: I45ED'Co INO.JDATEJ REVISION APPROVED JOB N0. CICo DU � `f o r I I —d I Gil U I I I 8 f= o PAT OH 1)ET4I L NTS, .4 M } am I � D U� cz so e,-(b-77 r