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HomeMy WebLinkAbout100 Wilner Cir (pool) (2)CITY OF SANFORD, FLORIDA CITY WATER AVAILABLE APPLICATION FOR BUILDING PERMIT YES NO PERMIT ADDRESS O W1L-t,34E_e G� Total Contract Price of Job i so- ,Ooo Describe Work CxW19t'2.Uc Type of Construction [,-PUIJI Number of Stories HCl" Occupancy: Residentia l CITY SEWER AVAILABLE , ( _ PERMIT NUMBER qL1-111!R NO Commercial p-' Industrial LEGAL DESCRIPTION lease attach printout from Seminole County) TAX I.D. NUMB�ER K OWNER - £ p"►bNRof- 4SoC%&1-V% hw 1'T'%.fJ Vkp_ ,S1*1.P PHONE NUMBER ADDRESS CITY A�-T/�ktM'� �P2�►J G� STATE F t ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY t1Z�01pej5_)KLS%5RAA ADDRESS Q?g We>ctt>r ,Ck.,,— CITY QR�A•�1�� ARCHITECT Ak-V-T1.r1 AS%C>C-%A-TES ADDRESS F0 (!oo X L-7 CITYtJ'�,"��j¢ MORTGAGE LENDER NJA,T1ons ADDRESS Q �, C CITY AZI,..yrs2 A42.1 0 STATE FL ZIP 3;L;903 STATE L ZIP CONTRACTOR (�pw1,M c1p�1_ Pc�el„� KC PHONE NUMBER 'iD%-'C, I --t L E>3 ADDRESS 'JCS �+ ,JI C_ 6 ST. LICENSE NUMBER C� C_. c�1y 1 CITY _�V-1ECJU STATE I ZIP 3 7-1(65- Application - 1(5- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE°TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS. VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. Signature of er/ gent & Date S' nat re of ontractor & Date 0, a Type or Print Owner/Agent Name Type or Print Contractor's Nameo d Signa ure of Notary & Date Signatu e of Notary & Date (Official Seal) (Official Seal)v C"fe ii�g�q a Cip 11161gq o Co ni . t a(�a%3 tame * OU 3093D 0 ro n J/ 0 Application Appro e Y: Date: 7 Q FEES Building (� �� Rado Police Fire a ' ~ Open Space Roa Impact Ap li tion w �, o PERMIT VALIDATION: CHECK � CASH DATE BY d C ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) �•. **** THIS APPLICATION USED -FOR WORK VALUED $2500.00 OR MORE w r tvr?� YO r U ilP 0 ism MENN nIWAIII ,^. ,r.It , II II Mill II I 1iI,. „fi .4..<. l.. . ,,. „ <.ic. <,.C.., ;. .3..tP.liw P .:.k...i.,,k,u.,u. �xrr..�LJ.rvr', . , v% A e. �..,... .. J♦.u....,e...iW�.,,. , r..: ., rv.„vim �..:. ...v_. ,.a. .W%.„.. ll .:rL.:. m.�.E. rlag= � �': r 0 ism MENN nIWAIII ,^. ,r.It , II II Mill II I 1iI,. „fi .4..<. l.. . ,,. „ <.ic. <,.C.., ;. .3..tP.liw P .:.k...i.,,k,u.,u. �xrr..�LJ.rvr', . , v% A e. �..,... .. J♦.u....,e...iW�.,,. , r..: ., rv.„vim �..:. ...v_. ,.a. .W%.„.. ll .:rL.:. m.�.E. rlag= � �': q334 11A FF PVI luull,i�" I UU I [.,'UUK W UKLL,/ rm NEI NMI I ON I PAINTEP m fir a 9 t v EXTEND ALL PIPING TO THE VAK PAK LOCATION AS SHOWN ON SHEET LE— I 5'—O" FAL T En"ED WATEREI 'RETU'Npa'PING PLAN USE W Ali MN DG MN/ J Ucii TERDVACUUM/8TQTM PMNQc_ PLAN II � lJ � � it/��J) SCALE: 9/8 = 19 21, MAID POOL PLU AIIING INSTALLATION REM—A M I. THE PIPING LAYOUT SHOWN ON THESE SHEETS IS FOR CLARITY ONLY. SEE THESE INSTALLATION REMARKS FOR PIPING PLACEMENT. 2. ALL PLUMBING PIPING TO BE PLACED UNDER THE BEAM OF THE POOL. IF THE REQUIRED BACKFILL AND COMPACTION CAN NOT BE ATTAINED, THEN ALL PIPING SHALL BE STRAPPED TO THE POOL SHELL WITH THE MAXIMUM SPACING SHOWN: PIPE SIZE: i'' 1.51' 2" 2.5" 3" 4" 6" 8" MAX. SPACING: 4' 5' 5.5' 6' 7' 7.5' 8' q' 3. PIPE HANGER DETAILS & SPECS. SHALL BE SUBMITTED TO THIS ENGINEER FOR WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE GUTTER PIPING SHALL Be INSTALLED SO AS TO ALLOW THE MAIN GUTTER SUPPLY PIPE TO HAVE A SLOPE DOWNWARD TOWARD THE COLLECTOR TANK. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE GUTTER PIPING INOPERATIVE. 5. THE MAIN DRAIN PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN DRAIN SUPPLY PIPE TO SLOPE UPWARD TOWARD THE COL— LECTOR TANK, AT NO POSITION SHALL THE MAIN DRAIN PIPING CHANGE SLOPES SO TO ALLOW AN AIR POCKET OT TRAP TO OCCUR. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER EHE MAIN DRAIN PIPING INOPERATIVE. 8334--2A PLUMUNG FLOW PF I TION *1101C. PIPE TYPE SIZE SCHED. FT SEC FLOW G.P.M. MAIN DRAIN 6" 40 �q0 1.70 100 150 GUTTER 61' 4.0 1.70 100 150 FILTER RETURN _ 31° 4Q 80 6.82 100 150 VACUUM LINE 2" 40 6.13 100 60 STATIC PIPE 2" AS INDICATED w .0 JOB NO. LEGEND OF PLIJMBING SYMBOLS -4 0 HE GUTTER FITTING VACUUM FITTING FLOOR INLET 14YDR05TATIC RELIEF MAIN DRAIN ALL PIPING UNDER SHELL SHALL BE SCH. E30 PVC SEE PTL 5A /LE3 FOR A SECTION AND DIMENSIONS FOR THESE STEPS PERFORMANCE __ SCALE: 9/8 " = I' 57'--0" (N.T.S.) 1. INLET5: 150 _ G.P.M. 0 MAXIMUM FLOW RATE OF 20 O.P.M. =_ a _ __I1__ INLETS PROVIDED FOR A FLOW OF:_ iq•6 PER INLET FITTING. NZA _ DISTANCE OETWEEN EACH WALL INLET 2. LIGHT5: 1,17q.3 50. FT. IN POOL X 5 WATTS PER 50. FT. _ 5q� LIGHTING REQUIRED FOR NIGHT BATWNG _600 WATTS OF CANDLEPOWER PROVIDED DY THESE 5PECVFICATIONS. 3. POOL SIZING: THERE ARE _1�4 _ LIVING UNITS IN TMS COMPLEX/PHASE c X ^ �_ G.P.M. PER LIVING UNIT (.75 NUN—TRANSIENT) 136 (1.00 TRANSIENT) AMOUNT OF FILTRATION REOV NOTE: THERE IS PRESENTLY _[50_ G.P.M. SEING SUPPLIED 4. GUTTER 5EPARATION DISTANCE: MAXIMUM DISTANCE BETWEEN EACH GUTTER FITTING: 6-_71' HPI SCALE: 1/4 " = I' 3 THE POOL CONTRACTOR SHALL INSTALL AN INTERMATIC T-1048 24—HOUR TIMER SWITCH FOR THE AUTOMATIC OPERATION OF THE UNDERWATER LIGHT(S). LOCATE THE TIMER SWITCH ADJACENT TO THE ELECTRIC SUB—PANEL FOR THE POOL EQUIPMENT. N2. I" ROXIdITY QE TFe EtLTRA M jM THE FILTRATION SYSTEM MUST BE LOCATED WITHIN 57' FROM THE POOL WATER'S EDGE UNLESS THIS ENGINEER PROVIDES PRIOR WRITTEN AUTHORIZATION TO RELOCATE. N3. YAK -!AK UIVA110 VAK--PAK. ELEVATION SHALL BE PLACED - A1- ELEVATION 18.2'. THIS ELEVATION ASSUMES A BUILDIN EEFVA_II0N OF 18.7' FOR TI -IE [_EASE OFFICE. N4. THE POOL CONTRACTOR SHALL COORDINATE THE LOCA— TIONS OF THE POOL RULES AND SPA RULES SIGNAGE, THE- SANITARY HESANITARY FACILITIES LOCATION SIGN, AND ALL SAFETY EQUIPMENT HANGERS. ADVISE THIS ENGINEER OF THE DESIRED LOCATIONS FOR APPROVAL PRIOR TO INSTALL- ATION. II'—O" m 12" SEE DTL5 A/LE3 FOR A SECTION AND DIMENSIONS FOR THESE STEPS LENGTH: 157'-0" WIDTH: 3 1'-7' PERIMETER: _ 170'-30 AREA: 1,17ga6 5.p. VOLUME: 33,823 QAL3. BATH. LOAD: 30 TURNOVER: 308 FRS. DEPTHS: _3x 5'x 3Y2' FLOOR `+SLOPE:- VARIES - S U c w c 0 U U c J c DRAWN E IL ISM 0 CHECKED...__ w .p C DTM vDATE 93 JULY 13 U w SCALE cn AS INDICATED w .0 JOB NO. 9334 A U SHEET w � S c U O to � C (U w cn LEm=2 (n � v EXTEND TO SURFACE FOR FUTURE USE 12" X 12° ANCHORED CRATE WHITE -TONE AREA OPEN: 78 SQ. IN. POOL PLASTER MAX VELOCITY IN MAIN DRAIN DOES NOT EXCEED 1.5 F.P.S. • y s' °" I MAIN DRAIN PIPE (SCH. 80) 2° AUTOMATIC HYDROSTATIC RELIEF VALVE (MANDATORY) GRAVEL DEC) AROUND COLLECTOR TUBE WIRE SCREEN PERFORATED PIPE PVC SCHEDULE 80 PIPE TO SURFACE I. THE DEPTH AT THE DEEPEST POINTVMAIN DRAIN GRATE DOES NOT DEVIATE MORE THAN 3 INCHE FROM THE SIDE WALL DEPTH INDICATED BY THE DEPTH MARKERS AT THAT LOCATION. 2. THE MAIN DRAIN CRATES) ARE DESIGNED SUCH THAT THEY ARE NOT READILY BREAKABLE OR REMOVEABLE BY BATHERS. 3. SEE DETAIL # 2 FOR INFORMATION ON BACKFILL MATERIALS AND REQUIREMENTS FOR ALL EXCAVATED OR LOOSE EARTH DISTURBED BY THIS INSTALLATION, AREAS TO MEET THE COMPACTION SPECIFICATIONS SHALL BE ANY AREA THAT THE EXISTING EARTH WAS DISTURBED. MAM DOMN SAI Il �0II V DE IJ AL SCALE. NONE' EQUAL TREAD WIDTHS ESCUTCHEON PLATE 2°X6° MUDCAP BULLNOSE TILES (CONTRASTING COLOR) ANCHOR SOCKETS 8 SOLID TW GROUND WIRE -To EQUIP. (use Diamond -Brite pool finish - submit color samples for approval CANTILEVERED DECK EDGE AIR RELIEF CUTTER FITTING TO Be PLACED CE11ENTIOU3-FILLED AREA (AFTER FLUSH WITH THE DECK AT A POINT FURTHEREST AWAY TILE NSTALLED). FROM THE FILTRATION SYSTEM 3'� 6°x6'-W1.4xW1.4 4u 4„ DECKING (DESIGN BY OTHERS) 101- vAcuuM PIPE W/ECUs► I CAP -DIRECTION OF FLOW -9 -DIRECTION OF FLOW GUTTER PIPING (ALL GUTTER FITTINGS TO STRAP BE PLACED 10. O.C. MAX. DIRECTION OF FLOW 2Y21 M . 2V?d MIN. WATER INLET 20' O.C. MAX. (POOLS) WHITE -TONE - ALL DISPLACED EARTH TO BE BACKFILLED POOL PLASTER AND COI 'ACTED TO ACHIEVE A DENSITY \. OF 95% OR GREATER OF THE OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. 6° ~ / #4 REBAR (SEE NOTE #2 BELOW) GRADE 40 I. OVERFLOW GUTTER LIP IS LEVEL WITHIN .251 AND BOTTOM OF CUTTER 13 LEVEL OR SLOPES TO GUTTER DRAINS GUTTER TO HAVE A 2° SLOPE FROM LIP TO GUTTER BOTTOM. 2. #4 REBAR, GRADE 40, 12° O.C.E.W. TIED AT ALTERNATE INTERSECTIONS ARTICULAR ATTENTION SHOULD BE GIVEN -TO INSURE THAT ALL REBAR 15 COVERED BY A MINIMUM OF 2.51' OF 4000 P.S.I. GUNITE OR ITS EQUIVALENT. THE REINFORCING SHOWN 15 ADEQUATE WHERE THE BACKFILL IS WELL -DRAINED GRAVELLY MATERIAL ONLY. 3. ALL PLASTIC PIPING MUST BEAR THE NSF SEAL OF APPROVAL FOR POTABLE WATER (NSF -PW). ALL PIPING SHALL BE PVC SCH. 40 OR GREATER. ALL EXPOSED PIPING GREATER THAN 6° SHALL BE PVC 5CH. 80 AND BRACED SECURELY TO PREVENT MOVEMENT. PRESSURE PIPING MUST BE TESTED TO 30 PSI PRIOR TO BACKFILL. GUTTER PIPING TO BE OBSERVED FOR 24 HR5. WITH A STATIC WATER TEST ALL PVC PIPING LOCATED UNDER THE SHELL SHALL BE PVC SCH. 80. r9 G��G-��NUiq `1�EEL , AND N G -JELL Lu U) _ OL Cv cv Lu (y) A [3 � r 35" 5' 12" 12" \ TYP. c B I. HANORA1.5: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK. ANCHOR SOCKETS SHALL be UTILIZED FOR FUTURE REPLACEMENT OF RAILS. 2. STEP TILE: A CONTRASTING BULLNOSE TILE (Y4' WIDTH) SHALL Be- USED TO MARK THE INTERSECTION OF TREAD AND R.l ER ON EACH STEP. BLUE STEP TILES ARE NOT ALLOWED. 3. STEP TREAD NOTES: STEPS HAVE MINIMUM 24° TREAD LENGTH, 12° TREAD WIDTH, WITH A MAXIMUM OF 10° TREAD RISERS. INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT WITH ALL TR.EAD5 TO BE SLIP RESISTANT. G�ANDaA�L WID � �TEp� 3EC�THUN DETAIL SCALE: ,�/q'° 9° 4° HIGH LETTERING MIN. (FOR POOLS WITHOUT N APPROVED DIVING BOWL) THIS RULE APPLIES TO SPAS ONLY zrHIGH LETTERING MIN. CONTRASTING BACKGROUND J^'�4 G�OOL G�ULE� N FRED O N T V E W SCALE: RECTI DON DETAIL SCALE:/�°" _ �° EQUAL TREAD WIDTHS m ESCUTCHEON PLATE 2°X6° m MUDCAP BULLNOSE TILES (CONTRASTING COLOR) r ANCHOR SOCKETS T 8 SOLID TW G ROUND WIRE TO EQUIP, A B 41" j 5' 42" area 36 _3 I 5 36" area 1211 0 ESCUTCHEON PLATE ANCHOR SOCKET ROUNDTW ROUND WIRE TO EQUIP 34° C R MODEL # 6q-3071 I'-81 LCROSS-BRACE NOTE: PERMANENT DEPTH MARKERS SHALL Be PLACED AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL, AND DEEP POINT OF POOL. THE NUMBERS MUST BE 4° HIGH (MINIMUM) AND ON A CONTRASTING BACKROUND. THE MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKERS SHALL Be 25'. DEPTH MARKERS ARE TO Be LOCATED AT OR ABOVE WATER LEVEL ON INSIDE VERTICAL WALL AND ON THE DECK WITHIN 2 FT. OF WATER'S EDGE. THE ACTUAL POOL WATER DEPTH AT NORMAL OPERATING WATER LEVEL SHALL NOT DEVIATE MORE THAN 3 INCHEC5 FROM THE DEPTH INDICATED ON THE DEPTH MARKING WHEN MEASURED AT LEAST 3 FT. FROM THE POOL WALL. ALL POOLS WITH A DEEP END DEPTH OF LE -55 THAN 6 FT. SHALL HAVE PERMANENT 'NO DIVING' MARKING5 INSTALLED INTO OR ON TOP OF THE POOL CURB OR DECK WITHIN 2 FT. OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FT. BETWEEN MARKINGS. THESE MARKINGS SHALL BE 5LIP-RE5ISTENT. PERMANENT DEPTH MARKER TILE 6° X 6° FLAT TILE 6°X6° BULLNOSE \ ONLY FOR POOLS LES THAN 6 FT. DEEP. WHITE RUBBER BUMPER �" x b wru i t i int (TO PROTECT POOL PLASTER) 24° (Use Diamond -Brite pool finish subnut color samples for approval VERIFY LADDER WDNON-I'E-3)LP T R F ADS Ze_35�EC�T0N Q FRONT VM UU SCALE: 112 _ 7' LOW -VOLTAGE -TRANSFORMER TRANSFORMER (VERIFY LOCATION W/ LANDSCAPE ARCH.) MIN. 4 FT. WIDE, NON -SLIP DECK FT E AWAY FROM POOL 3°/10' This dimension is 7.2" at the 36" deep end I. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK.. ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS. %9 2. STEP TILE: A CONTRA5TING BULLN05E TILE (%' WIDTH) SHALL Be USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. BLUE TILES ARE NOT ALLOWED. 3. STEP TREAD NOTES: STEPS HAVE MINIMUM 24° TREAD LENGTH, 12° TREAD WIDTH, WITH A MAXIMUM OF 10° TREAD RISERS. INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT WITH ALL TREADS TO BE SLIP RESISTANT. �EC�T0N DFTAJLSCALE: /a"° _ >° (use Diaruond-Brite pool finish - submit color samples for approval POOL PLASTER "THE POOL PLUG" 301-733-7750 SWIMMING POOL SPECIALTIES, INC. DISTRIBUTED BY VAK PAK 4,000 PSI GUNITE STEEL REBAR (SEE STRUCTURAL NOTES) 3/4" CRUSHED ROCK UNDER VALVE CONE UNDISTURBED EARTH (SEE COMPACTION NOTES ON SHEET LE3) L ABdVE'TOP OF POOL WATER HIGHEST PONT. TO EQUIPMENT II #8 SOLID TW GROUND WIRE STATIC LINE EXTEND THE STATIC LINE TO THE \! ° FILL PROBLE LOCATED IN THE VAK PAK. RIGID PVC ONLY (use Diamond -Brite pool finish - submit color samples tot approval IF NIGHT SWIMMING 15 'TO BE AUTHORIZED, THE FOLLOWING ILLUMINATION SHALL BE PROVIDED: A. OUTDOOR POOLS: THE UNDERWATER LIGHTING SHALL Be .5 WATTS PER 50. FT. OF POOL WATER SURFACE AREA WADING POOLS ARE EXEMPT FROM THIS). B. INDOOR POOLS: THE UNDERWATER LIGHTING SHALL BE .8 WATTS PER SQ. FT. 0 POOL WATER SURFACE AREA (WADING POOLS ARE EXEMPT FROM THIS). C. ALL UNDERWATER LIGHTS SHALL Be LOW VOLTAGE WITH A MAXIMUM 300 WATT LAMP. 5EE LIGHTING & ELECTRICAL NOTES ON SHEET LEI FOR ADDITIONAL REQUIRE- MENTS CONCERNING NIGHT SWIMMING. NOTE; THIS DETAIL SHALL APPLY TO THE SPA ALSO; HOWEVER, THE TYPE OF BEAM CONSTRUCTION WILL N05T LIKELY BE MODIFIED, SEE 5Hee-r LE4 FOR THE SPECIHC BEAM APPLICATION FOR THE SPA. UNDERWAii E" Uu"IIL TAT N DETAL S'CALE: 3/4'" _ 1° e, 4' MIN. WIDE IMPERVIOUS DECK SLOPE AWAY FROM POOL MIN. 3° IN 10' NG DIANG + + + + +T+ + + 4 + + + POOL RULES ro 1. NO ANIMALS IN POOL OR ON POOL DECK. 2. NO FOOD OR DRINK IN POOL OR ON POOL w C DECK. CANTILEVERED DECK EDGE �M, 3. SHOWER BEFORE ENTERING POOL. WHITE -TONE POOL PLASTER ON 4. BATHING LOAD: __30 (POOL); (SPA). ro 5. POOL HOURS: AM TO PM. BE PLACED 10 FT, U.C. MAX. 6. SP WA ER MAX. TEMP.: 105 DEGREES WHITE -TONE POOL PLASTER THIS RULE APPLIES TO SPAS ONLY zrHIGH LETTERING MIN. CONTRASTING BACKGROUND J^'�4 G�OOL G�ULE� N FRED O N T V E W SCALE: RECTI DON DETAIL SCALE:/�°" _ �° EQUAL TREAD WIDTHS m ESCUTCHEON PLATE 2°X6° m MUDCAP BULLNOSE TILES (CONTRASTING COLOR) r ANCHOR SOCKETS T 8 SOLID TW G ROUND WIRE TO EQUIP, A B 41" j 5' 42" area 36 _3 I 5 36" area 1211 0 ESCUTCHEON PLATE ANCHOR SOCKET ROUNDTW ROUND WIRE TO EQUIP 34° C R MODEL # 6q-3071 I'-81 LCROSS-BRACE NOTE: PERMANENT DEPTH MARKERS SHALL Be PLACED AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL, AND DEEP POINT OF POOL. THE NUMBERS MUST BE 4° HIGH (MINIMUM) AND ON A CONTRASTING BACKROUND. THE MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKERS SHALL Be 25'. DEPTH MARKERS ARE TO Be LOCATED AT OR ABOVE WATER LEVEL ON INSIDE VERTICAL WALL AND ON THE DECK WITHIN 2 FT. OF WATER'S EDGE. THE ACTUAL POOL WATER DEPTH AT NORMAL OPERATING WATER LEVEL SHALL NOT DEVIATE MORE THAN 3 INCHEC5 FROM THE DEPTH INDICATED ON THE DEPTH MARKING WHEN MEASURED AT LEAST 3 FT. FROM THE POOL WALL. ALL POOLS WITH A DEEP END DEPTH OF LE -55 THAN 6 FT. SHALL HAVE PERMANENT 'NO DIVING' MARKING5 INSTALLED INTO OR ON TOP OF THE POOL CURB OR DECK WITHIN 2 FT. OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FT. BETWEEN MARKINGS. THESE MARKINGS SHALL BE 5LIP-RE5ISTENT. PERMANENT DEPTH MARKER TILE 6° X 6° FLAT TILE 6°X6° BULLNOSE \ ONLY FOR POOLS LES THAN 6 FT. DEEP. WHITE RUBBER BUMPER �" x b wru i t i int (TO PROTECT POOL PLASTER) 24° (Use Diamond -Brite pool finish subnut color samples for approval VERIFY LADDER WDNON-I'E-3)LP T R F ADS Ze_35�EC�T0N Q FRONT VM UU SCALE: 112 _ 7' LOW -VOLTAGE -TRANSFORMER TRANSFORMER (VERIFY LOCATION W/ LANDSCAPE ARCH.) MIN. 4 FT. WIDE, NON -SLIP DECK FT E AWAY FROM POOL 3°/10' This dimension is 7.2" at the 36" deep end I. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK.. ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS. %9 2. STEP TILE: A CONTRA5TING BULLN05E TILE (%' WIDTH) SHALL Be USED TO MARK THE INTERSECTION OF TREAD AND RISER ON EACH STEP. BLUE TILES ARE NOT ALLOWED. 3. STEP TREAD NOTES: STEPS HAVE MINIMUM 24° TREAD LENGTH, 12° TREAD WIDTH, WITH A MAXIMUM OF 10° TREAD RISERS. INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT WITH ALL TREADS TO BE SLIP RESISTANT. �EC�T0N DFTAJLSCALE: /a"° _ >° (use Diaruond-Brite pool finish - submit color samples for approval POOL PLASTER "THE POOL PLUG" 301-733-7750 SWIMMING POOL SPECIALTIES, INC. DISTRIBUTED BY VAK PAK 4,000 PSI GUNITE STEEL REBAR (SEE STRUCTURAL NOTES) 3/4" CRUSHED ROCK UNDER VALVE CONE UNDISTURBED EARTH (SEE COMPACTION NOTES ON SHEET LE3) L ABdVE'TOP OF POOL WATER HIGHEST PONT. TO EQUIPMENT II #8 SOLID TW GROUND WIRE STATIC LINE EXTEND THE STATIC LINE TO THE \! ° FILL PROBLE LOCATED IN THE VAK PAK. RIGID PVC ONLY (use Diamond -Brite pool finish - submit color samples tot approval IF NIGHT SWIMMING 15 'TO BE AUTHORIZED, THE FOLLOWING ILLUMINATION SHALL BE PROVIDED: A. OUTDOOR POOLS: THE UNDERWATER LIGHTING SHALL Be .5 WATTS PER 50. FT. OF POOL WATER SURFACE AREA WADING POOLS ARE EXEMPT FROM THIS). B. INDOOR POOLS: THE UNDERWATER LIGHTING SHALL BE .8 WATTS PER SQ. FT. 0 POOL WATER SURFACE AREA (WADING POOLS ARE EXEMPT FROM THIS). C. ALL UNDERWATER LIGHTS SHALL Be LOW VOLTAGE WITH A MAXIMUM 300 WATT LAMP. 5EE LIGHTING & ELECTRICAL NOTES ON SHEET LEI FOR ADDITIONAL REQUIRE- MENTS CONCERNING NIGHT SWIMMING. NOTE; THIS DETAIL SHALL APPLY TO THE SPA ALSO; HOWEVER, THE TYPE OF BEAM CONSTRUCTION WILL N05T LIKELY BE MODIFIED, SEE 5Hee-r LE4 FOR THE SPECIHC BEAM APPLICATION FOR THE SPA. UNDERWAii E" Uu"IIL TAT N DETAL S'CALE: 3/4'" _ 1° e, W A L L 9 T LES AND MAR�EI � CTD ((llp _ E CT�GG N DETAuL� 4 SCALE: 112 = 9' a v r -lo° #4 REBAR. 12- O.C. 6° x 6° - W 1.4 x W 1.4 TO PROTRUDE ABOVE BEAM 12°± IN CENTER OF DECKING -- 12° "THEN BENT TO BE-7ff d 4'-0° MIN. IN DECKING - 10° 12° Q EXPANSION JOINT- �'Try 4' MIN. WIDE IMPERVIOUS DECK SLOPE AWAY FROM POOL MIN. 3° IN 10' + + + + +T+ + + 4 + + + ro DECK DEPTH MARKER WITHIN >' 'd 2'-0° OF POOL WATER'S EDGE (MUST BE SLIP -RESISTANT) o w C 21 CANTILEVERED DECK EDGE �M, 2` WHITE -TONE POOL PLASTER ON 0 GUTTER SURFACE N ro GUTTER DRAINS SHALL b BE PLACED 10 FT, U.C. MAX. WHITE -TONE POOL PLASTER lose Diamond -Brite finish submit color samples for approval pool V d WALL INLET RETURN MAX 20' ON CENTER SPACING ro NOTE: FIBERMESH IN -THE DECKING MAY Be E SEE LANDSCAPE ARCHITECT FOR p TILE SELECTION 8& COLOR ti INTERIOR POOL WALL TO c U SEE SHEET LE -I FOR ACTUAL LOCATIONS OF DEPTH MARKERS. v SUBMIT SPECIFICATIONS FOR THE FIBERMESH (FOR APPROVAL) PRIOR TO PLACEMENT OF DECK. c 0 E o N W A L L 9 T LES AND MAR�EI � CTD ((llp _ E CT�GG N DETAuL� 4 SCALE: 112 = 9' a v r -lo° #4 REBAR. 12- O.C. 6° x 6° - W 1.4 x W 1.4 TO PROTRUDE ABOVE BEAM 12°± IN CENTER OF DECKING -- 12° "THEN BENT TO BE-7ff d 4'-0° MIN. IN DECKING - 10° 12° Q EXPANSION JOINT- �'Try SANITARY FACILITIES LOCATED IN CLUBHOUSE + + + + +T+ + + 4 + + + 3,000 PSI CONCRETE AROUND PERIMET 2` r" N ro NOTE: FIBERMESH IN -THE DECKING MAY Be E CID 5UBSTITUTED FOR THE: WIRE MESH SPECIFIED. INTERIOR POOL WALL TO 6 SUBMIT SPECIFICATIONS FOR THE FIBERMESH (FOR APPROVAL) PRIOR TO PLACEMENT OF DECK. I �\ \� + BE VERICAL ± 5 DEGREES I E o r-� #4 REBAR 12° O.C. c, 4,000 PSI GUNrrE C OL OR EQUIVALENT d 2.5° MIN ° UNDERWATER LIGHT a (LOW-WATER CUT-OFF-) "6111N. c 30OW/12V POOL u I00W/12V SPA p 2.5" 1111N. NK";�IE (use Diamond -Brite pool finish - submit color samples for approval POOL PLASTER tZ MENT NOTE: FLOOR INLETS SHALL Be INSTALLED 50 THAT IT DOES NOT PROTRUDE MORE THAN Ya' ABOVE THE POOL FLOOR. ALL INLETS SHALL BE INSTALLED SO GROUT AS TO NOT PRESENT OR (NON-SHRINKING)IPE CONSTITUTE SHARP EDGES OR ULE 80) PROTRUSIONS HAZARDOUS TO POOL BATHERS. ALL PIPING UNDER SHELL SHALL BE PVC SCH. 60 lo[�LO�©[� GETU[N INLET A L L V E WI � STA -RITE 8417 � ,SCALE: 9 = 2 HYDROS`% T ATS c GELDED VALVE (`E C� T M N VU E SCALE: �'" _ A3-CANHY SEE DETAIL # 2 FOR COMPACTION NOTES. APPLY OIL OR FORM WAX TO PREVENT CONCRETE DECKING FROM BONDING TO POOL TILES AND POOL BEAM, SEE STRUCTURAL NOTES FOR ADDITIONAL RESTRICTIONS o 0 AMV DMEO NS�N8 & NOTES (7:�7ECTQON DE rA�L SCALE: C: ro c 4" HIGH LET-rev_w; MIN. (FOR POOLS THAT HAVE SANITARY FACILITIES NOT VISIBLE FROM POOL) � 1 CONTRASTING BACKGROUND I" HIGH LETTERING MIN. RROW TO POINT TOWARD SANITARY FACILITIES LOCATION. SA�NT�AY L�0G �T�OON S�QN %P1ONT VDEW SCALE: ®�E REVISIONS BY SANITARY FACILITIES LOCATED IN CLUBHOUSE + + + + +T+ + + 4 + + + � 1 CONTRASTING BACKGROUND I" HIGH LETTERING MIN. RROW TO POINT TOWARD SANITARY FACILITIES LOCATION. SA�NT�AY L�0G �T�OON S�QN %P1ONT VDEW SCALE: ®�E REVISIONS BY pH ADJUSTMENT SOLUTION FEEDER FLOWMETER FLOOR DRAIN 6" MIN AIR CAP pH ADJUSTMENT SOLUTION TANK (LABELED AS TO CONTENTS) 'N RECIRCULATION SUCTION CHECK VACUUM VALVES Wl\� LINE FILTER FLENEN Ts FILTER -R TANK STEEL FRAME. /\\//\\//`\//\\/���//\ DRAIN FILTER TANK DRAIN /`\ < AUTO WATER MAKE UP MANUAL WATER FILL VAK PD A K F�LTER' 33 Y Z35"T E M 1 V, SCALE: 314 EFT ELEVAT�(DN LYLE VAK PAK ELECTRICAL CONTROL PANEL -\ CHEMICAL FEEDER RECEPTICALS RECIRCULATION PUMP FINISH GRADE/ 18.21 SERVICE LIGHT (MIN 30 CANDLES AT FLOOR LEVEL) :K/ HE A TER �i�� *MAIN ELECTRIC CHEMICAL SOLUTION TANK 1Z /tib%//�,/ ilinnniil Haul Innnunnnunn VAK PAK PEA \ u u u u u u 11 u u I I u u u u u u u u u FILTER, ELEMENT ASSEMBLY RECIRCULATION SUCTION CHECK VALVES Z LOCK PINS (TYP) VAK PAK ELECTRICAL CONTROL PANEL FROM HEATER- VALVE VACUUM GAUGE FILTER ELEMENTS RECIRCULATION SUCTION RETURN LINE VALVE RECIRCULATION PUMP (SELF PRIMING) FILTER PRECOAT VALVE PRIMING PORTTO HEATER VALVE Z HOSE BIBS SKINNER/GUTTER VALVE (W/VAC BKR) FRONT AMAIN PRAIN VALVE 6_10 V A K\\11 P_ A K FOL T E R � Y �T EuVu LAN V�EW pH ADJUSTMENT SOLUTION PEEPER AIR RELIEF VALVE D.E. SEPARATION TANK *VACUUM LINE //\ \// *FRESH \/\ WATEP FILL /j�FILTER TANK ox\ OVERFLOW - *MAIN DRAIN LINE *SKIMMER/ J1T TER LINE GUTTER *FLOOR DRAIN ,�l f, A . 1 1 - SCALE: 314 PRIMING ELECTRICAL CONNECTIONS TO PUMPS AND CHEMICAL PEEPERS NOT SHOWN FOR CLARITY. STATIC WATER LEVEL FINISH 18. *TO HEATER -VAKPAK FILTER TANK 247 GALLON STATIC CAPACITY CIFICA TIONS 44 IP" FILTER ELEMENTS, 3.75 50. FT. EACH. H.P. Pac-Fab Ch,tllenger RECIRCULATION PUMP # 34-)-,,()9 PHASE, 230 VOLTS, VENT EACH END CPN. @ 50 T 01-1, 4111 IMPELLER TRIM. 314 H.P. Pac-Fab VACUUM PUMP #34-5203 WITH 5,, STRAINER BASKET. 3 " tutee -0 -Matic # 301) Flowmeter 30 P, 80 'CQ FINISH GRAPE — 350 GPM. 18.2 VACUUM GAUGE, 0" TO 30", 2 1/2" FACE. THERMOMETER, 32- TO 248°F, 0- TO 120°C. PAC -FAB SEPARATOR- TANK #2clq5, 60 50. FT. 2 Vilk-Pak cL2 FEEDER # BILie-White _Ll- - 7,5 16.5 PPD. lte pH ADJUSTMENT SOLUTION FEEDER A-130-4 CPO. VAK AK cL2 SOLUTION TANK #VE- N/A GALLON V1 CAPACITY. C6 H 6 -7" ' PLACE TFIF CL2 FFEL)ER & pFl CROCK IN CFIEMICAL CABIN[T. -PAK "L.A.P" HOUSE VAK PAK pH ADJUSTMENT SOLUTION TANK #PE F 35 GALLON CAPACITY. FRONT VMW LOCKABLE ACCESS VENT EACH ENE) FINISH CRAP 18.2' THE PAK SHALL BE SET WITH THE POOL WATER LEVEL THE SANE AS THE FLOOR ELEVATION. 3?11 6' 6 �/Q�C A`7 F�LTER 00 USE 5 SCALE: 112 FROC)INT V�EW VAK VACUUM D.E. rp'LTER NOTES, YAKPAK MODEL AP -26C THE COMPONENT PARTS ARE OF SUCH MATERIAL AND CONSTRUCTION TO WITH— STANP CONTINUOUS USE WITHOUT SIGNIFICANT DEFORMATION, DETERIORA— VACUUM D.E. FIILTER SYSTEM TION, CORROSION, OR WEAR WHICH MAY ADVERSELY AFFECT THE FILTER OPER- TION, OR IMPART TASTE, ODOR, OR, TOXICITY TO THE POOL WATER,. PTRf�qRAIANCE SPECIFICATIONS THE FILTER. AREA 15 DETERMINED ON THE BASIS OF EFFECTIVE FILTERING SUR— FACES WITH NO ALLOWANCE GIVEN FOR AREAS PAK OF IMPAIRED FILTRATION. IF DISSIMILAR METALS ARE USED, STEPS TO PREVENT GALVANIC EROSION ALLONS RECIRCULATE[) H lip's -A SHALL BE TAKEN. GPM @ .91 GPM FILTER -r R -f 165 SO. FT. FILTER AREA THE FILTER, SEPIA HAS A HININUN ONE INCH CLEAR, SPACING BETWEEN ELEMENTS MAXIMUM BATHING LOAD 30 PERSONS (UP TO FOUR (4) SQUARE FEET EFFECTIVE AREA PER SEPTUM AND THE MINIMUM SPACING BETWEEN ELEMENTS 15 Va" LARGER FOR. EACH ADDITIONAL SQUARE FOOT OR FRACTION THEREOF OF SEPTUM AREA OVER FOUR (4) COMPONENT SQUARE FEET. CIFICA TIONS 44 IP" FILTER ELEMENTS, 3.75 50. FT. EACH. H.P. Pac-Fab Ch,tllenger RECIRCULATION PUMP # 34-)-,,()9 PHASE, 230 VOLTS, VENT EACH END CPN. @ 50 T 01-1, 4111 IMPELLER TRIM. 314 H.P. Pac-Fab VACUUM PUMP #34-5203 WITH 5,, STRAINER BASKET. 3 " tutee -0 -Matic # 301) Flowmeter 30 P, 80 'CQ FINISH GRAPE — 350 GPM. 18.2 VACUUM GAUGE, 0" TO 30", 2 1/2" FACE. THERMOMETER, 32- TO 248°F, 0- TO 120°C. PAC -FAB SEPARATOR- TANK #2clq5, 60 50. FT. 2 Vilk-Pak cL2 FEEDER # BILie-White _Ll- - 7,5 16.5 PPD. lte pH ADJUSTMENT SOLUTION FEEDER A-130-4 CPO. VAK AK cL2 SOLUTION TANK #VE- N/A GALLON V1 CAPACITY. C6 H 6 -7" ' PLACE TFIF CL2 FFEL)ER & pFl CROCK IN CFIEMICAL CABIN[T. -PAK "L.A.P" HOUSE VAK PAK pH ADJUSTMENT SOLUTION TANK #PE F 35 GALLON CAPACITY. FRONT VMW LOCKABLE ACCESS VENT EACH ENE) FINISH CRAP 18.2' THE PAK SHALL BE SET WITH THE POOL WATER LEVEL THE SANE AS THE FLOOR ELEVATION. 3?11 6' 6 �/Q�C A`7 F�LTER 00 USE 5 SCALE: 112 FROC)INT V�EW VAK PAK F�LTER SYSTEM VAK PAK F�LTER SYSTEM ANSVUL 1081 4 REAR CLI -VAT SCALE: 314 ON FRONT 1_9_,LEVATDN SCALE: 314 1' NOTES PIPEA SIZES ALL ELECTRICAL MUST BE IN COMPLIANCE WITH N.E.C. FLOW PROPORTIONING VALVES PROVIDE[) WHERE REQUIRED: *MAIN DRAIN LINE ....................6" *FRESH WATER FILL.......... I` ALL PIPING MUST BE "NSF-pw" APPROVE[). 2" AND UNDER - AOULITY PIVERTEk *SKINNERIGUTTER LINE......... — 611 *HEATER STUBOUTS.. 2 11 ELECTRICAL FEED EQUIPMENT MUST BE INTERLOCKED 2 1/2" - JANPY PIVERTER *VACUUM LIN .......................... 2" *TANK OVERFLOW ELECTRICALLY WITH THE RECIRCULATION PUMP. 3" AND ABOVE - TVI BUTTERFLY *RETURN LINE ................... 3 .......... -.2" FILTER PRECOAT ....... 311 EROSION FEED EQUIPMENT MUST BE INTERLOCKED HYDRAULICALLY WITH MAIN AND 5KINNEkIGUTTER - VAK PAK PUSH-PULL *WASTE LINE ..................... 1 1/2" RECIRC SUCTION....... 411 THE RECIRCULATION PUMP. THERE WILL BE NO EQUIPMENT SUBSTITUTIONS WITHOUT PP -1012 (* DENOTES CONTRACTOR CONNECTION) WASTE LINE MUST HAVE AIR CAP AND BE IN ACCORDANCE, WRITTEN PERMISSION FROM THE DESIGN ENGINEER). STATIC WAFER LEVEL 211 WITH LOCAL REQUIREMENTS (PROVIDE[) By CONTRACTOR). MATERIALS USED IN HEATERS ARE NON-TOXIC ......... ADDITIONAL BALLAST MAY BE REQUIRED IF AND ACCEPTABLE FOR POTABLE WATER USE. GROUNDWATER 15 ENCOUNTERED WHILE INSTALLING PAK_ SCALE: 11.9, 1' LOCKABLE ACCESS THIS CHEMICAL STORAGE CABINET 15 REQUIRED PEP, F.A.C. IOP -5 UNLESS THE ANOTHER OWNER HAS ANO DESIGNATED AREA FOR POOL CHEMICALS. SEE KNA 3' 2 IF THERE- ARE ANY QUESTIONS. 21 THE POOL CONTRACTOR SHALL ANCHOR THIS CABINET SECURE TO THE EARTH. SUBMIT DETAILS TO KNA. VAK-PAK "L.A.P" HOUSE 80F VMW 5ANiTARY FACILIDE��BY _OTHERS, _VA1E9_aa=.11 U*a= I.&VA rQ= 0 0 L FLOOfd VAU Ve OF CONCRETE OR OTIVR fXM-ApjORM4T MTM4. 2. FLOOR -IAWACX-3 !"ALL ft OF A SMCTK MF--9_-WTANT FH5R 1 FLOORS 9W4ALL 00 aVPfP FOR VOWIVe CW4V6 TO FLOOR P"3). 4. OUTDOOR POOLS TO WAVE W"Ve ACOM POOR TO 3Ak4TARY FACLITIE5 NV %d t V" W PO5fW %XNM TM LOCAT" OF 3AWARY FACLIT" (IF uty ARE NOT V FROM Ile POOL OR POOL PECK). J. IWfM- ARE W FOOT DATM 6. A I TIA A VAGUA1 OnAMR) 5ML Ve LOCAIef) ACCV=LL- TO =ArRY FACLITY. 7. \YALKVAYS MfrT O"M PPX�jk ,A 21AHTARY FACttM3 Age TO M C"rpLlcmip NOW-AO$✓.HdID t UIATE91AL FOR TWE FR3f W OF WALYMAY AW HAVE A "-RE-MfANT FML f). pps-l"vc R CF�9 5mi. vAve twmlrK np-fzemfAwr, Nm4-- .1m.11 'EP OF CO"CREIB OR Meg %X;H PtATMAL% CARPE M (AW Ofl" NMAR FLOM COVE 69) ARE MaWITM WATER aOMT(5) U6111 FLOOR MAN (SLOPE FLOOR TO MAN) LAVATORY SLIT' --RESISTANT, rVERVIOU3 FLOOR "AL SCALE: 112 REVISIONS BY Decrease Pool -Size Decrease ! KM BY Sep 30 CL Engineer's Seal fd ;42) VI A- 6 7. OV :t 3 >1 CL 0 0 E L. 04 v 1vj 0 0 j N ti Q) 101'--/5" RCP 62 0.30Y.-\ A2 -1741-15" RCP (Q 0-30;1. ADS OJOY. - --- --- 146LF-U.D. - - - - - - - - - - - - - - - - - - - - - - --- --- . . . . . . ..... EX. Gf?ASS /?0,,1D oAL) - ---- --- p - - - - - - f-7 -7 J- - - - - - - - - 18.40 I II�III IIw I iI 1IIbiiI1 II t IIIiSII IIIl�III� II l W °' C�� I I IiII II I It I I ' C I I II III zW - "II I I LI I ' 1 C� � ,' C� ��e, -arqv � u�a N °II� N f 04 -578LF-UD. 2 1PL4 F.F. 19-7 F.F. 19.7 A 1,5Jr 0250Z C0ED I I am "ti1-5 55 :? 1J.11p A A A2 v FF. 16 Q) 0.8 p \J\ RETENTION I<,-- ID. 14 11 POND /0 DATA 62LF X ---f 1/M-7-SNSIII IIIIII III III IIIII I I I ,I I I III I II ff'1 III I I«III I I Iw II1 I i - II _� I Jl! / r 4FJ,II 7 II L / IIII ; Ii I Ii II �'��I'' frlf.f�/T<,� ~ '''/�-t, t",\ `�r ' 7 \. x'`-,' , °' ;'- -�.�/ �_ y `.,ty ' , °,_ ,`' �,��,' -_% f -r, 6iB %-y\amar ♦/� B ' ,�IIII l'aIo te:.6 .`'"rt ,�`�",yl+2E->>.Zr eJ d Qj DNW //B Al vi IOYR-124HR. /2-5 Ul 25YR,124HR. 13.0 18?. 3 s. IOOYR-124HR. 13.7 CC .5.0 In, It t" F.F. 15.2 < -j A2 N 18. ' 18.4 F.F. 16D RETAININ(� WALL 1, vlj Nil I I (BY OTHERS) 011 Nz 15.O - - - - - - - - D7 59-/5" RCP 1.25Y. SY-15" RCP A? 4 - POOL F.F. 142 A 11.4, 22--4ADS 0 OJOY.- CLUBHOUSE RETENTION f7.0-5 N Q rrIE INTO (9PVCJ/ N I D8 4k '? c� FF. 18.7 Q) �9 DUMPSTER F.F. /6-9 POND 20 DATA 180 DNW 9.0 \Y IOYR-124HR, _j C) Z5YR,124HR. 11.7 D11 100YR-124HP. 12.8 DOT. 3.0 CL [-x zz\ 1 0 1181-15m RrP �y I __ - JV -4' ADS /00 691-41 ADS OJOY. /.OG . A2 4.- 1 O�86/ OJOY 0. Z�l Q_ DIVW 9.0 18.461 r GB A x 110 4L 774c. 16J_5 Igo, A -:18 �qc, 1- 80 5", 09 ZA& A2 A !cj tjD 0 INOLF-U.D. ll P -Ac. ICY 5" CQ/VC.--331-4" ADS 67 OJOY II _ 5/w ---- --= ---------- -------------- ----------- - - - -- - - - P.-- ---------- SILT FENCE -----------------------:- pEND TEMP. (SEE DETAIL SHT.10) SILT FENCE i u,I., X. INI I I DIVW 9D 14 - - - - - - - - - - -- - WL f U/ -ION [D:]ll FLARED END SECTION E rop -125"-15" RCP e2 /.00,�/. !"Off END TEMP. SILT FENCE //VV. 9.�, NLE INV. 8"'W(w) f()f 7,,�_,16 INV. OBC(E) N DNW 11D 5-5 WrIv - i,IcKb. I W1 F01Af?f?C&V1 XV) INVI 1 II II.1-5,65(, NC)f I _ NL f,iAvr!; ro at f11l1?1_ /+001, A41N11dU1W P W lCiff BOT.3.0 OUTFALL STRUC. f,zjwf,s to tit- 1,�IcFrd oN ID7/2 MOD. TYPE 'Ca INLEI (SEE SHT. No. 6 FOR DUMPSTER & ENTRANCE LAYOUT) Jbi 5of-f f?cjsfl Oulvcus rf"FusVI;)TOP //.80 j5_30 f11CKCj'Nf10 WONII_D�RIA C'01?t)Af�V 5-5o Avmcwwv) rNWA tAf //'()I /,A) TYPICAL POND 20 SECTION INV. 6J4 BOT. 5.0 5 TYPICAL POND /0 SECTION LRIPRAL ZONE PLANTING SECTION END TEMP. SILT FENCE -SHADED AREA REPRESENTS LrF)'ORAL 1/VV.? _�).5 ZONE PLANTING AREA .LEGEND 89 - - - EXISTING CONTOUR DRAINAGE DIVIDE DIRECTION OF SURFACE FLOW 089.80 SPOT ELEVATION 0.50;/ -�--mw- PAVEMENT GRADE TYPICAL POND 30 SECTION 4:1 TO EX. Typ. DRAINAGE AREA "ETR\ PLAN FOR ALL ONSTRUCTION LAYOUT OR® USE GEOm PRINTED JUN 3 199,11 5-21-93 KJK IREVISED AS PER SMULi� 5-5-93 KJK REVISED AS PER .AR.M.& 4-22-93 KJK REVISED PER CITY OF SANFO FD DATE BY DESCRIPTION REVISION �661 �,� , Jvnr Q3j?jjN,a FIELDs BSA CADD BY: KJK CHECKED BY: RM DESIGNED BY% CLC SCALE& 11:40' v, FLARED END SECTION INV. 7.75 OUTFALL STRUC. MOD. TYPE 'G� INLET ERVATIONITOP 12-90 INV. 7.92 -AA/I'D AREA H (SEE DETAIL ST. /0) c� ICTION IN THIS AREAN/ rl "'3111 I D5TYPE P-7NT MH.Z�L 1 . :?ED MAPLE TOP 15 20 _L OAK INV. 7.62 GAL_ TREES (SEE DETAIL TYPE P-71VT MH. TOP 1.3-30 INV. 5.85 77 BROOKS BOX A2 114AI TOP /0.00 INV. 7JO TYPE OC' INLET TOP /0.00 INV. 5.72 r FD/51 TYPE 4E'INLE TOP 10.57 INV. 4-90(24'N) INV. 4.90(1505) INV. 5-30(15w) 22 INV. 7.57(4' U.D. Dlu BROOKS BOX TOP 8-20 1W. 5.20 IV_ V_ In 57 a I 3v Q Q TYPE "E" IN_ TYPE mC� INLET P/T] TOP 820 TOP 13.55 INV, 2Z7(364) INV. 7JO INV. 2.7_7(,300) INV. 10.55(4° U.D."S) TYPE P-7NT LAKE DDI TYPE P-7NT MH, MHA' A\ MONROE [D71 TOP 9-50 TOP 1320 INV. 4.00(E) INV. 2JO(S) INV. 6.48(W) 'y INV. O.73(NW) TYPE "E® INLET D �8 FLARED END SECTION FLARED END SECTION TOP 16J3 F INV. 3.75 INV. OLO INV. 12.50 /AA/ /,9 7 9(RO) /W. 13jY1r U.D.) DlA TYPE P-71VT MH. TYPE "E" INLET TOP 15.06 TOP 0,00 AVONG "/W INV. 1125 11VV. 7.90 INV. 1OL)O(4' U.D.15) cb, A "00,./- TYPE P -7T UH. t2-\ AL omc; ?/-w TOP 15.40 INV. 838(w) INV. 10f -)7(E) DlO TYPE P-71VT MH. TOP 14BO INV. 6-90 CITY OF SANFORD TYPE 8E' INL TOP 820 INV. INV. 4.01(24') 1NV.3.45(6') 22 STD. MITERED END SECTION IV_ V_ In 57 a I 3v Q Q TYPE "E" IN_ TYPE mC� INLET P/T] TOP 820 TOP 13.55 INV, 2Z7(364) INV. 7JO INV. 2.7_7(,300) INV. 10.55(4° U.D."S) TYPE P-7NT LAKE DDI TYPE P-7NT MH, MHA' A\ MONROE [D71 TOP 9-50 TOP 1320 INV. 4.00(E) INV. 2JO(S) INV. 6.48(W) 'y INV. O.73(NW) TYPE "E® INLET D �8 FLARED END SECTION FLARED END SECTION TOP 16J3 F INV. 3.75 INV. OLO INV. 12.50 /AA/ /,9 7 9(RO) /W. 13jY1r U.D.) DlA TYPE P-71VT MH. TYPE "E" INLET TOP 15.06 TOP 0,00 AVONG "/W INV. 1125 11VV. 7.90 INV. 1OL)O(4' U.D.15) cb, A "00,./- TYPE P -7T UH. t2-\ AL omc; ?/-w TOP 15.40 INV. 838(w) INV. 10f -)7(E) DlO TYPE P-71VT MH. TOP 14BO INV. 6-90 CITY OF SANFORD FLORIDA GRADING & DRAINAGE PLAN SANFORD LAKES APARTMENTS BSA -4 DATE i JAN. 1993 JOB NO. SAKI SHEET 4 OF 12 OUTFALL_. STRUC. MOD. TYPE ffC4 INLET TOP 8,50 INV. 5-50 (SEE DETAIL SH`7_. /0) 22 STD. MITERED END SECTION WICONC. SPLASH PAD INV. 5-50 FLORIDA GRADING & DRAINAGE PLAN SANFORD LAKES APARTMENTS BSA -4 DATE i JAN. 1993 JOB NO. SAKI SHEET 4 OF 12