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HomeMy WebLinkAboutBLDG PERMIT #93-00389 AS-BUILT IncludedCITY OF CAPE CANAVERAL DOCUMENT COVER SHEET Box #: 7 Item #12— 8700 Ocean Oaks, 8700 Ridgewood Ave. 0large format plans Permit #94-278 Pool & Spa 18 large format pages Permit #94-067 Sprindler System 4 large format plans Permit #94-198 Security Alarms 4 large format plans Paving & Drainage As -Built Surveys Phase I & II 2 large format plans Permit #93-389 Construction Plans 23 large format plans 1 page As -Built Survey P&Z Approved Plans July 28, 1993 —10 large format plans Permit #93-389 — Concrete Formwork 2 large format plans UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: + 4x4 JOISTS 2 16' O,C„ TYP, - t TOP OF SLAB /--3/4' PLY A 5'-6' 1 3'--6' 1 31-61 1 31-61 3'-6' 3= 6• o: r ti— x w x 4x4 ELLIS PC 3T SHORE TYP, 1x4 D CROSSI ACING, T P: o ISI o o o TYPICAL SLAB SHORING SECTION LM BUILDING 'A' TYPICAL SHORING PLAN x4 ENDS AT SPLICE 4x6 STRINGER 2x6 BASE PLATE TCP OF SLAB -3/4' PLYFCRM `WEDGES 4x4 216' C/C 3/4'x3 PLYFORM PLATE TYPICAL 2'-G' MAX, 6' MIN, ,-4x4 POSTS FOR EACH END OF STRINGERS DOUBLE POST SHORING 2x6 BASE PLATE TYPICAL POST SHORING FOR ENDS OF 4x6 STRINGERS 9299 AFPT NOTE, IF BLOCKWALLS ARE IN PLACE BEFORE FORMING SLAB, PLACE POSTS EACH SIDE OF WALL TU SUPPORT FORM—.JOISTS AND STRINGERS, li/EDGES—, :11 01 1� ' ; k 11"Ni I IfQll !`�A 1 2X6 PLATE VEDGES 2x6 BASE ic 1 PLATE TYR BEAM FORM BRACE' ti SINGLE POST SHORING [ 4 Fox. •'n ' y ' ..TIV ALTERNATE mrl M� Ly -r a, r w' .' R NT By n7.0 A 5'-6' 1 3'--6' 1 31-61 1 31-61 3'-6' 3= 6• o: r ti— x w x 4x4 ELLIS PC 3T SHORE TYP, 1x4 D CROSSI ACING, T P: o ISI o o o TYPICAL SLAB SHORING SECTION LM BUILDING 'A' TYPICAL SHORING PLAN x4 ENDS AT SPLICE 4x6 STRINGER 2x6 BASE PLATE TCP OF SLAB -3/4' PLYFCRM `WEDGES 4x4 216' C/C 3/4'x3 PLYFORM PLATE TYPICAL 2'-G' MAX, 6' MIN, ,-4x4 POSTS FOR EACH END OF STRINGERS DOUBLE POST SHORING 2x6 BASE PLATE TYPICAL POST SHORING FOR ENDS OF 4x6 STRINGERS 9299 AFPT NOTE, IF BLOCKWALLS ARE IN PLACE BEFORE FORMING SLAB, PLACE POSTS EACH SIDE OF WALL TU SUPPORT FORM—.JOISTS AND STRINGERS, li/EDGES—, :11 01 1� ' ; k 11"Ni I IfQll !`�A 1 2X6 PLATE VEDGES 2x6 BASE ic 1 PLATE TYR BEAM FORM BRACE' ti SINGLE POST SHORING [ 4 Fox. •'n ' y ' ..TIV ALTERNATE mrl M� Ly -r EJ :0116 *V PLAN OF ROOF ABOVE 1ST FL LOBBY AREA TOP OF SLAB x'3/4' PLY', NOTEi IF BLOCKVALLS ARE IN PLACE BEFORE FORMING SLAB, PLACE POSTS EACH SIDE OF WALL TO SUPPORT FORM -JOISTS OR STRINGERS, a= BUILDING "B" TYPICAL FLOOR PLAN 1/10' = 1'--0�� TOP OF SLAB -3/4' PLYFCRM4x4 216' C/C _ y /4TYP 4x6 ' STRINGER 3/4'x3 PLYFCRM PLATE i TYPICAL 2'-G' MAX, 6' MIN, 4x4 POSTS FGR EACH END OF STRINGERS TYP, BUT WAYS H T--PLA1E WEUGES--�, — S'- 6' 4 S'-6' — S_-6_. TYPICAL SLAB SNORING SECTION S•-6' S'-6' Y-6' 9'-6' POST SHORING IK - POST SHORING FUR, ENDS OF 4x6 STRINGERS a _ S'-6' — S'--6' S'• 6' — g'_.6• Y• 6' ;P f n p IZia —S''6' _ j�1 LJ 1 (� 4x4 J0IrTYP. 216' C/+ l u u — f PLAN OF ROOF ABOVE 1ST FL LOBBY AREA TOP OF SLAB x'3/4' PLY', NOTEi IF BLOCKVALLS ARE IN PLACE BEFORE FORMING SLAB, PLACE POSTS EACH SIDE OF WALL TO SUPPORT FORM -JOISTS OR STRINGERS, a= BUILDING "B" TYPICAL FLOOR PLAN 1/10' = 1'--0�� TOP OF SLAB -3/4' PLYFCRM4x4 216' C/C _ y /4TYP 4x6 ' STRINGER 3/4'x3 PLYFCRM PLATE i TYPICAL 2'-G' MAX, 6' MIN, 4x4 POSTS FGR EACH END OF STRINGERS TYP, BUT WAYS H T--PLA1E WEUGES--�, 2x6 BASE _W( WEDGES-- 2x6 BASE PLATE TYPICAL SLAB SNORING SECTION DOUBLE POST SHORING _ TYPICAL POST SHORING FUR, ENDS OF 4x6 STRINGERS TCP OF SLAB PLYFCkM —4x4 2:6` C/C TYP, Mme"% BEARING 1 3/4'x'3 1/2'x1' -Y -PLYFCRM PLATE TYPICAL EDGES 2x5 EASE PLATE SINGLE POST SNORING A- TERNATE 3/4' P_ f d JCD JCIST CR S'R;i'3G! BE A4 30' 4x4 SHI J 2' - 6' CONDENSE SPECIFICATIONS FELLOW ACI STANDARD 341-88, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" VERTICAL LOADS CONSIDERED; DEAD LOADi 100 psf SLAB, 500p1f BEAMS LIVE LOAD,- 30 psf TIMBERI BEAMS, JOISTS, AND CROSSBRIDGING: SOUTHERN YELLOW PINE 42, BENDING fb-1400 psi 4x4 SHORES= 7000# CAPACITY 'ELLIS' POST SHORES OR STEEL PIPE -POST SHORES 3/4' PLYFORM; SOUTHERN YELLOW PINE GR, BBOEF PLYWOOD f b-1'350 psi FORM SHORING POSTS TO BE PLACED AS SHOWN ON PLAN, FORM SHORING CAN NOT BE REMOVED FOR RESHORING UNTIL CONCRETE HAS REACHED MIN �'C-3200 psi STRENGTH, & NOT LESS THEN 3 DAYS, NUMBER AND POST PLACEMENT T FOR RESHORING: ONE LEVEL OF FORM SHORING AND THREE (3) LEVELS OF RESHORING BELOW `/ILL ALWAYS BE IN PLACE, SHORING WILL BE OF SAME NUMBER OF POST SHORES AND ARRANGEMENT AS SHOWN ON SHORING LAYOUT PLAN, LOWEST FLOOR LEVEL RESHORES CAN BE REMOVED NOT LESS THAN 3 DAYS FOLLOWING NEW CONCRETE POUR, AT THAT POINT THERE WILL BE A TOTAL OF THREE SHORED SLAB LEVELS IN PLACE, SHORING POSTS TO BE INSTALLED PLUMB, FASTENED, CROSSBRACED, TIGHTENED AND `/EDGED SECURELY SO THAT EACH CARRIES ITS SHARE OF LOAD, RESHORING POSTS TO BE PLACED IN A MANNER SO AS TO SECURE THEM TIGHTLY IN PLACE, IN ALIGNMENT WITH SHORING POSTS ABOVE, BUT NOT OVER TIGHTENED AS TO CAUSE STRESS -REVERSAL & CRACKING IN SLAB, 4x6 STRINGERS TO BE CONTIMUOUS OR SPIKE -SPLICED WITH PLYWOOD ON BOTH FACES A('lD HAVING MIN, 1 1/2' FULL BEARING ON ON POSTS, IF THIS CANNOT BE ACHIEVED, DOUBLE POSTS ARE TO BE USED AS SHOWN ON PLAN, 4x4 JOISTS TC HAVE FULL BEARING SUPPORT ON STRINGERS WITH 2' MIN, OVERHANG, AS SHOWN ON PLAN, D❑ NOT USE BENT POSTS OR DEFECTIVE TIMBER, STEEL POST, CR PIPE MEMBERS TYP, BEAM FORM E XER I-O-Ki"tG TICKER T- HEAD BR AC i NG T G LAB -------- 3 4.4 316' Ci ----- — _ 3-2x4 JOISTS DBL HEADED- --- MAILS, TYP `✓EDGES-- — PL'YFCRM PLATE 2x4 BRACING, 4x4 SHCRE eK6' C/C MAX 22x6 PLATE BRACE 2 COLUMNS DRAWN z �� ': .9 Yy D.N.R. "AlavuVENT LEGAL--DESCRIPTION (0FF7C(AL RECORDS BOOK 2487, PAGE.886) P'70 80 A01 FLOhR' A portion of Government Lot 4, Section 14, Township 24 South, Range 37 East, Brevard ./ �-1 County, Florida, more particularly described as follows: / EXtStT... BEGIN at the Southeast corner of "OCEAN WOODS, STAGE TEN C" as recorded in Plat 2 STORY Book 76 at Page 77 of the public Records of Brevard County, Florida; thence S89057139"E, / RESIDENCE_ along the South line of the North 660 feet of said Government Lot 4, for a distance of 840 feet, more or less, to the Mean High Water Line of the Atlantic Ocean; thence Northeasterly, along the said Mean High Water Line, for a distance of 695 feet, more / ! or less to the North line of said Government Lot 4; thence N8905713911W along said North line, for a distance-of 468 feet, more or less, to a point on the East line of "HARBOR / HEIGHTS THIRD ADDITION", as physically occupied and monumented, as shown on the plat thereof as recorded in Plat Book 15 at Page 81 of the Public Records of Brevard �a 4 County, Florida; thence S0000714211W, along said East line for a distance of 28.31 feet ,4 p to the Southeast corner of said plat; thence N8905211811W along titre South line of said plat, as physically occupied and monumented, for a distance of 80.00 feet, to a point on the arc of a curve, concave Northwesterly, having a radius of 50.00 feet, thru which radial line bears S89052118"E; thence Southwesterly along the arc of said curve, thru a central angle of 2313413911, for a distance of 20.57 feet to the Northeast corner of / REPLAT OF OCEAN WOODS, STAGE NINE as recorded in Plat Book 26 at Page 90 of DLED 900K 99, PACE 5 the Public Records of Brevard County, Florida; thence continue along the arc of said curve and the East line of said plat thru a central angle of 56055149" for a distance of 49.68 feet to a point of tangency; thence S8003811011W along said East line for a distance of 86.97 feet to a point of curvature of a curve, concave southeasterly, having a, radius / ! of 450.00 feet; thence Southwesterly along said East line and the arc of said curve,.thru -� a central angle of 60108'4011, for a distance of 472.37 feet to the Northeast corner of said ,OCEAN WOODS STAGE TEN-C; thence continue Southwesterly along the arc of ck said curve and the East line of said plat thru a central angle of 20027109" for a distance w s 894849' A• s4J77• of 160.63 feet to a point of reverse curvature with a curve, concave Westerly, having �iFIN 78.83' 107.28' 54.71• 1.1s 3.47 a radius of 1000.00 feet; thence Southerly along said East line and the arc of said curve, — ---— — — — — thru a central angle of 6°36'50", for a distance of 115.43 feet to a point of tangency; LIvGRE55 EGRESS E45EMEN7 thence S06°39'11"W along said East line for a distance of 9.27 feet to the POINT OF 10' SrORA1 SEWER FJ+SE,tiENT O. R, 8. 938, PC. 841 -� 89'4 O 1' W ' - ti O.R.9. 1187, PC. Bd 1 — BEGINNING. 1_-30' STRIP PER O.R,3. 491, PG. 207— PROJECT BEN4ARK aT.19 / R E P` A T o f s b"24 GENERAL STATEMENT: v C E ., N W 0 0 0 s S T A G E N, v F The proposed development for the project site will be the construction of 84 condominium units, parking garage and swimming' pool. PtAr sack 2s, r'AGF. 90 CLIENT: ENGINEER: TOWNE REALTY, INC. ALLEN ENGINEERING, INC. i r 710 N. Plankinton Avenue Post Office Box 321321 "7 Milwaukee, WI 53203 Cocoa Beach, Florida 32932-1321 Telephone: (414) 274-2683 Telephone: (407) 783-7443 i� 1 / SITE INFORMATION In9'44o' `:�= Total Site Area: 590,058.05 S.F. = 1.3.55 Acres / Zoning: R-3 (Medium Density Residential District) ! /ry/ ��� / VAdjacent Zoning (North) R-3 2 / (South) R-3 A EL ^ . •moi, 9 -',C�` '^• .� (West) R-2 Building Coverage: 62,292.86 S.F. = 1.43 Ac. 10.56% Pavement Coverage: 58 025.04 S.F. = 1.33 Ac. - 9.83% ay2r4.1s-�` :� Py � ti`2,�9• 3?Oj' l�T� "' � ''J"7`-� -� < A�.9..4' Open Area: 469740.15 S.F. = 10.78 Ac. = 79.61% c� 14 . 6, 1 a ^p c TOYAL. 590,058.05 S.F. — 13.55 Ac. = 100.00% 14 / _ ,y � JQ• tai �4 1b Required Pr 0 � �' � l Setbacks: Front 25' ' � 25 I 662. 5% =165.51 17.40 + 228.97' = 246.37 27 x / Side 2 -- -- --- -- - --- -- ,�� %8 `���/,��� 5 - :Rear DNR Line DNR Line S°� rG'� / _ J r-//t 4 ( ``3 / - Maximum Building Height 45'45' \, ��o C ti :i � Density 13.55 1 ��✓;2 , - 18 Cs / p z Y Acx15 = 203 Units 84/13.55 =6.2 Units per Acre Parking Required: 2 spaces x 84 units = 168 spaces Parking Provided: 162 regular spaces + 6 handicapped — 168 spaces 1 114 CS Building Areas: Living = 140,796 S.F. 04 _ �',' Parking = 39,809 S.F. NAV Total Under Roof = 222,600 S.F. = 2,071 S.F. Val�,• a.� _�_ i -�.. (��;;��,/ ,�z.._ � Unit A ri A,�� ' — f �� r 4• Unit B = 1,590 S.F. Unit C = 1,817 S.F. 410, 1. _l l / Unit D — 2,252 S.F. to E —_ .7' J� 7 �I ti / acEA'r wooes srAcF rr.v -c I 1' w, -� UnitE = 835 S.F. � 14 Unit F = 1,714 S.F. Pur 3GGK 26. FACE ?7C ('} I it - �. ",/ —?�,' .� r ! Unit G = 1,621 S.F. j�l �� '--, ``� �� _ c� �►� 1 Unit H = 2,114 S.F. Unit J = 1,793 S.F. _82.39'32.08' r' -- ,�� �^ IJ F 10.4.3��� �./ir / / ` h / <�n S MJ4'04' E yy 38.26' 126.14' -- ` /# ,� �� i��l '-----------------'---- � N' les. • / S 06-1.5'39' W — 9.2/'130.72' 99.29' ' Y4.5550.28' 48.35' N 1`1"48,411"' 9 48'49' E 940.18' POINT OF BEGINNING--------- ___.- - - --- - 1------------- C A P E ---- CAPf CAN.4 VERA L 3 E A C N G A R D E N S U N I r N 0. 2 ROYAL AMS1GNS• A CONDONI.NIUM / PIAT 3", 77, RAGES 87-82 O.R. A 2899, FACES 835-1031 DA 1E T O W N E REALTY EXISTING 5 S70h'Y OCEAN OAKS CONDOMINIUM , CONDOWNIUM CAPD CANAVERAL, FLORIDA / F//V/SN FLOOR EL. //.,ao / HORIZONTAL LAYOUT AND STRIPING PLAN NO. "'RING, INC 9201 __.�. RFFROdlJC110N IN PARI 31 7-at �3 /r,- Gv+4MEN7-5 _ ENGINEERS %REYORS DRAM OR *MLE IS PRONIOM 2 5--28-93 REVISED BU!LDI,vcS P.O. BOX 321321 COCOA SEACK FIORIDA 3 932--11321 Wi►Tt OUr 1HE E7CPUC/T IULEPHONE:(4407)783,- lA i F� �' �' I 83-OM - WRmw PERMISSION Fwm 1 5-21-93 REVISED BUILD/NGS AND PARKING r ALUM t7116/NMING. INC. N0. DATE K�® 1 1r. NO. O.N.X. ,�ONUME7b`T __ '70 80 AOJ R-LN. I�C'�IIMM®►Ir �.+..dewwrr►. n ryir�.erve. �..� .�� r• .a • •.m. :�i+'wi w.a..� i i /%C' 0 JUL 2 2 W3 T -i 0 +6' 9 / +9h / +69 / / 6 + } � 5 ya P% l I / \STORM M✓tl / 3� \ +! E� ti Ole 1lo.41 0. gt I + Or / A0 +� Zq 9 / b\ �, ti rlv v,1 p erj•� �° fX-S1ti U�. FX�ST"! 41.r1. D• �� - - - - - +��' �a �� ------ - --- ! Fx sr. F.H. ., - P ( r C I - s 86 �1 I-- I a o +90 � �' �• 9Ay t + 2 25 L.F. v a k + �� TOP OF BERM EL. 8.5 o REMOfYE' A R'OROX, 350 L f OF 9 I CURBlNd, sAwcLrr EocE vF 1 •! q' �;' %� 0. PAVEMENT, ANO rV/OE/V I I - Z' D,vo a '^' 9. / t o { 1� + EX/sriNG OK/vE/as s,4owry II >� �\ / � v � � sr z' s�ooE- v9 2,3/OCf - � � I h� AREA\ � 9 6 �• p 16 3,450 c a�16 +611 q° v �b `- 6H � 6• �' 5 D ,�'�- moi. /i bis Jgy�2i��4' 30 ?G' � A .i. 9/ /.10 56 L Fa S"RCIO 0 + 1 �� 5g/�/ G�o,ore +9. a g• ', ^.y -�9 1' g ,10.INNONMORMENUM - - - _-_-`- - - - -- - I16hk 11 9 �� I /7EMOXE h_X/s7.' R/BBON CU/tB y PRovF_-cr qENcHuvK EXIST. STOPN ,N. H. rOP 7. 11 N.E. 1W.. 3.61 W iNV 3 51 96 --- 6r m a• ti o EJEXiSr. GAZEBO 1b lb +$� EX S r CURB 1E71 + / TOY 7.98 / INV. J.47 1 6 +° PAVING & DRAINAGE NOTES: PA IrjNG CENrERL/NE"S SLOPE @ v.4 %, >OP. D n ✓ o / UNZI -5 Nora 0 UTheR! /SE. 6a / +66 70 1,C' CURB fl G/irfEr Q / l/ 9 �` TO MATCH EX/Sr/NG 00 i � ItJ � � C/rrle f GOrrER � 11 /l Il U iNv. 7.20 fQ. iNV. 7.29 +0 +y 15 V. REPROOU0710N /N PART OR WHOLE /S PROH/8M WITHOUT 7HE MUM WWM PERMWON FROM 7 22 '�P3 C i r Y COIVIMEN A5 ENGfNEERfNl3, INC. N0. T DATE ENGINEER'S NOTES: 1. Elevations shown are based on N.G.V. datum, 2. All required testing reports shall be copied to the City of Cape Canaveral, 3, Sanitary sewer construction shall be in accordance with the City of Cape Canaveral Standards. 4. Water connections shall be made under the supervision of the City of Cocoa Water Department. Fees shall be paid by the developer, 5. The locations of the existing utilities shown are based upon the best available information, The Contractor shall verify the location of all existing utilities prior to commencing construction activities, 6, The Contractor shall provide Engineer with As -Built information from a Registered Surveyor. The sewer, water and retention grading As -Built information is due prior to paving & sodding, Notify the Engineer for inspections of the retention area grades prior to placement of sod. The finished paving grades are due within 10 days after completion of the paving. As -Built information shall include: A. Sewers - Distance between Manholes Manhole & Service Lateral Locations from Downstream Manhole Invert & Manhole Rim Elevations Sewer Slopes B. Water - Main & Service Line Locations Valve & Bend Locations, (2 Ties to Permanent Points) Fire Hydrant Locations Bacteriological Sample Locations C. Drainage - Perimeter Location of Retention Areas Bottom Elevations of Retention Areas Pavement Elevations at Elevation Points shown on the Plan Detail Outfall Structure 7, All retention areas and positive drainage facilities shall be established prior to the placement of any impervious surfaces. S. PVC Pipe: A. Water: AWWA C900, DR18 pipe with elastomeric gaskets complying with ASTM F 477, B. Gravity Sanitary Sewer: SDR 35 ASTM D 3034 sewer pipe with joints conforming to ASTM D3212. 9. Provide a minimum separation of 10' between watermains and sanitary sewer mains or buildings, 10. Notify the City of Cape Canaveral Inspection Office at (407) 868-1222 before starting construction, 11. Notify utilities 48 hours prior to construction: Florida Power & Light Company - (407) 631-2000 Southern Bell - 1-80Q-341-1902 Cocoa - (407) 639-7659 City Gas Company of Florida - (407) 632-1735 Cablevision of Central Florida - (407) 254-3300 City of Cape Canaveral (407) 868-1241 12. All concrete used on site shall have a minimum compressive strength of 3,000 PSI at 28 days, unless otherwise noted, 13. Walkway accessibility to buildings shall be in accordance with the Florida Board of Building Codes & Standards and the A.D,A. 14. This site ties within F.I,R.M. Zones X, AE, AO and VE, Community Panel No. 125094-0313 E, dated April 3rd, 1989. See survey dated October 28. 1992. 154 Sidewalks construction shall be in accordance with the City of Cape Canaveral standards. 16. Fire alarm system to be installed and connected to the City of Cape Canaveral Fire Department standards, 17. Roof drains are to be connected to the proposed storm water system. LEGEND ---W----- WATER MAIN (SIZE INDICATED) F FIRE LINE FIRE HYDRANT '81 GATE VALVE GATE VALVE (SIZE INDICATED) ----iii------- CHECK VALVE Y- REDUCER 45' SEND, 90' SENO CROSS, TEE, WYE ---------� PLUG OR CAP -----------ae.a BLOW CFF WATER METER -SS----'- SANITARY SEWER LINE (SIZE INDICATED) J MANHOLE --•--SS-�•� SERVICE LATERAL CLEAN OUr 0' +EXIVING GRADE + g PROPOSED GRADE +AX. LOW POINT ELEVATION + HIGH POINT ELEVATION EXISTING CONTOUR --z-�- DRAINAGE DIRECTIONAL FLOW ARROW ' STORM DRAIN INLET STORM DRAIN PIPE (SIZE INDICATED) DENOTES PARKING COUNT HANDICAPPED PARKING TRAFFIC DIRECTIONAL INDICATORS Oji IE TOWNE HEALTY OCEAN OAKS CONDOMINIUM SCALE CAPE CANAVERAL, FLORIDA PAVING AND DRAINAGE PLA'IXA -� rr._. ALLEN ENGI NEE��I (Xi M-01. '7 011 of EN(ANE S - SURV'E'YORS �:i?A�91�iV P.O. BOX 321321 COCOA BEACA1, I:Il.fRIDA 29., 2--1.321 "M"HONE: (407)783--7443 A) : -4001-780r--5902 '01. . REGISTERED ENCINN_O.9131 STATE OF FU410A 2 OF 9 JUL 2 2 1993 70P 8.31 70P 8. , 3 No TE 1 f',B • /5 P9. 8/ LOr �/ LOT 32 LO!'.33 PR01/f_Cr f3ENCHuwK �-X/s r /0' UT/L EXIST STORY ,N. H. TOP 7. 7 1 / - N.EINV. J•61 W. !NV. 3.51 -18'-RBP R/M. 7.63 -- - - - - -J r ' / . 8 + --" E'XiSr. CUR9 LNLET 1 / E'x/ter a•� !/ir cLAY + + + / S �5M �Ep / / TOP 7. 98 47 ' LVV. 3.47 O 5 TA CONSTKUCT NE'W M, //..# t -----__-•_ � � S E O� \ �\ 170 vvE,� �xisr• v c ss '✓ER/.�"Y �X/ST, /N{! EL. 2.30 0 1 � 1� � i p--� o +9/0 /N Y. 6tRs#NCH SOUi'y 3, pp �o + / �6\ + + \ / �° + , �.� + \O +, 0' + / +1 99 T aI e co V R •I \*- / Diml+ / + 7a 65 I +a 1a +h f , / a i � ti /.1 y'V `"�. a 1-9 ell k� a� FXiSr. F.H. � ti• ` � � � F �' Ali l ! � � \ + as a + / I� a9 I a0, as +a0 a° I � I I\ 3 �I �a1ry� II II I \\ \ I a15 i 16 9� a 91 +9 +a' ^ a 1' ai a• i EX/ST 8" A/M. - +-- I lal' 11 � 9• � �'� �9 + �y1 i Z5 1 + I C + +aa +a-1 1 +a0 09 + �-- EX/.S T. M /-/. TOP 8. 73 (NO FA,,4ME r COVER) /NV• 4,26 (rO BE ,4,9,4NLXNE'D) +a6 1/j, WV. 7.29 3� 9 g 9' S ti q`0 I/ +aa - ---- - - --- + U WV. 7.20 3 6* a. + ap+ 1 / & Sr. c,.v_E 80 REPRODUCTION IN PART OR WHOLE IS PROHMM -- - WIMEN PETHE EX m 6.23-93 REV. SC W,6W IRM/SS/ON wPR/17E7V ON fROM ALLEN ENG/NEMNO, INC. NO. DATE ENGINEER'S NOTES: 1. Locate existing B.O. and G.V.; brace G.V. to ensure stabiity; connect new main as directed by Cocoa Utiltiies. 2. 1.5 inch service,1.5 inch meter setting, and 1.5 inch reduced press back flow preventor. See details. 3. Approved 6" double check detector check valve assembly, with vertical risers. See details. 4. Sewer service laterals shall connect to manholes no more than 0.5 feet above the lowest invert. 5. Elevations shown are based on N.G.V. datum. 6. All required testing reports shall be copied to the City of Cape Canaveral. 7. Sanitary sewer construction shall be in accordance with the City of Cape Canaveral Standards. 8. Water connections shall be made under the supervision of the City of Cocoa Water Department. Fees shall be paid by the developer. 9. The locations of the existing utilities shown are based upon the best available information. The Contractor shall verify the location of all existing utilities prior to commencing construction activities. 10. The Contractor shall provide Engineer with As -Built information from a Registered Surveyor. The sewer and, water As -Built information is due prior to paving & sodding. As -Built information shall include: A. Sewers - Distance between Manholes Manhole & Service Lateral Locations from Downstream Manhole Invert & Manhole Rim Elevations Sewer Slopes - B. Water - Main & Service Line Locations Valve & Bend Locations, (2 Ties to Permanent Points) Fire Hydrant Locations Bacteriological Sample Locations 11. All retention areas and positive drainage facilities shall be established prior to the placement of any impervious surfaces. 12. PVC Pipe: A. Water: AWWA C900, DR18 pipe with elastomeric gaskets complying with ASTM F 477. B. Gravity Sanitary Sewer: SDR 35 ASTM D 3034 sewer pipe with joints conforming to ASTM D3212. 13. Provide a minimum separation of 10' between watermains and sanitary sewer mains or buildings. 14. Notify the City of Cape Canaveral Inspection Office at (407) 868-1222 before starting construction. 15. Notify utilities 48 hours prior to construction: Florida Power & Light Company - (407) 631-2000 Southern Bell - 1-800-341-1902 Cocoa - (407) 639-7659 City Gas Company of Florida - (407) 632-1735 Cablevision of Central Florida - (407) 254-3300 City of Cape Canaveral (407) 868-1241 16. All concrete used on site shall have a minimum compressive strength of 3,000 PSI at 28 days, unless otherwise noted. WATER AND SEWER . LEGEND PROPOSED EXISTING W----- WATER MAIN -. ,,,...W .,,,, , F--- FRE LINE ---F--- -----F---_„_FIRE scALE FIREHYDRANT 1$0=40' SEWER & WATER PLAN W/ GATE VALVE ._. ._. _. GATE VALVE _.._ _*•- 920114 CHECK VALVE ... _..._ ,� ,� REDUCER ._....._♦..,,�_., JUL 2 2 1993 45' BEND, 90' BEND -+-x +T CROSS, TEE, WYE. -1 PLUG OR CAP -. _.... _ . _...� e.o. BLOW OFF ---.... WATER METER -SS---- SANITARY SEWER LINE r -. �SS- -- -• MANHOLE r _. -0- r w -SS� SERVICE LATERAL -- � .•5S- -..• C.O. CLEAN OUT APPROVED BACKFLOW PREVENTER-- POST INDICATOR VALVE -- -- -�+1-- -- -- TOWNE REALTY DATE -------------- OCEAN OAKS CONDOMINIUM scALE CAPE CANAVERAL, FLORIDA 1$0=40' SEWER & WATER PLAN JOB NO. .ALLEN ENGINEERING, INC. 920114 ENGINEERS - SURVEYORS P.O. BOX 3213211 COCOA BEACH, FLORIDA 32832--1321 H 7)780m-7443 FAX' (407)783--5$02 .. DRAWN C'.A ,� SHT. NO. 3 OF 9 - REGI I ED ENGINEER NO.9131 STATE OF FLORIDA JUL 2 2 1993 I� SoBeve;ed Or Corners _T— II !\ A 1 1 \\ 'yam I "-F- ----- --------------- ------- ---- 1 V I§ ;l 1 1 . I I� --- ----------- I --- 1------'� . Concrete Slob, Y Or Y_ P,ainforced WithW1HF 6x66 O flick, TOP VIEW—SINGLE PIPE Fe 'Teo General oyej Gr qNot;d Nos ' Deo epen Around Outside � C Edge Of Pipe For ab_ C � CURGrete `T `\ Pips Connectf �4 Saddle 2r.`'� - - G r.D �h Grade - 1 2' .� II• Not Lesa 4 e 9 _�� 7hon�L i -Z f No Pipe Joint Permitted •+I - Jn.____es• raved 3 The a Englreer w�l 5' Sod !`--- E `r •Slope: 4:1 m tor. To Major Axis For P; 2:1 For Pipes 29'x45' ped 24'xAnd Smoller. SECTION And Larger.er. 2:1 Miter. To Major Axis For Pipes 26x45' And Smafer, 1:1 For P•;pee 34'xSY And Larger. CROSS DRAIN MITERED END SECTION SINGLE ELLIPTICAL CONCRETE PIPE INSTALL MASTIC 24"X24"X 2" MATERNAL AROUNO U.S.F, 6160 OPENINGS W/O FRAME REINFORCED CONCRETE APRON 10.23 10.20 10.20 10.2 3 =� .(ra :•-'•9 •:.:'�,: :•. .moi . .,v 18" CAP 44 BARS at 12"O,C. #5 BARS at 12" O,C, 2" CL EAR b INSTALL 6" OF A-3 SOIL WITH e,r ge 5% MAXIMUM PASSING 200 SiEVE. COMPACT TO 95% OF MAXIMUM DENSITY PER A.S.T.M. D -155T D 6 48 "ALUM,/3byl 360° PERFORATIONS 6 v (14 GAUGE) ' TYPAR LINER MAT'L O/E a 00 1/2" TO 3/4" STONE (NON -CALCAREOUS) INY.5.20 NOTE s° io L ELEVATIONS SHOWN ARE TRUE. 2 TRENCH DRAIN TO HAVE ALUM. ENO PLATES SECTION 05 BARS at 12" O,C. UnNiiiiiiiiiiiiiii! 's°m #4 BARS at 12" O.C. 101 �.... mum BMW= Ztln1�1f11 f� PLAN .TRENCHDRAIN DETAIL —=J 3etiefed Or Round Corners - -------------- ---------- ;E --- ------ i b u.+ I f`\ _ - _ f ` �\ Concrete Stab, s' Or qJ Reinforced With WWF 6 a-'M.4xM4 Sad TOP VIEW—SINGLE PIPE �� �aV 'fee eeae / A DOr l5f Deepen Around Outs%J_1iiiJ j�Js � L Edge Of Pipe For2. f 9 o Concrete Pipe L I I Soddte_ * 1� Side Ditch Gro y Not Less Than No Pipe Joint r'ormitted Unless An roved a t}e 6- >f4 BocrI Jneer h 5• Sod f•Stop; 4:1 Miter 1 ToFor I Pps Fortpes 18' And SmoBer. 1 P pet 2 And Larger, SECTION, 2:1 Mi'.er, ToI Pps Far Pipos ttr And Smaller. 1:1 For Pipes 24' And Larger, CROSS DRAIN MITERED END SECTION SINGLE ROUND CONCRETE PIPE — 1 " ASPHALTIC CONCRETE TYPE III MARSHAL STABILITY 1000 MINIMUM I 6" COQUINA SHELL BASE, 100% MAXIMUM DENSITY PER AASHTO T -181i LIMEROCK 100 L.B.R. 98% MAXIMUM DENSITY PER AASHTO T-180 6" SUBGRADE, STABILIZED TO MINIMUM L.B.R. 40 COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO r-180 ASPHALT PAVEMENT SECTION EX/Sr1NG RIBBON eel'? P,4yEklENT i"O BE SDODCl� 2 RE'MOvE Ex/sr Cl✓ag 1 c SE�F'.91/�MC•Nj SEC. / T y 1 E7.5 _e xV,4 rCll /?ErEN�/ON diRADF_ SECTION A -A SCALE: 1"=10' 1i. vs V. �t'TENr/ON 80TTCM TO BE" SEED�-p $ MUC CN See Cene(ol Note No. 3. See Sheet 5 Of 8 For 3" Slob Quontitles 8 E A 6.42' A 5.25' Dimensions permitted to otlow use of 8' atondordl 0 10, 40" O 10.10' pipe longths Dimension• pormitted to offow use of 12' stondord pipe langths. O Concrete slob sha11 be deepened to form bridge across crown of pipe. Sae sextion below. VARIES - SEE PL AN d Z SLOPE PAV/NG :,;'• _ ., .;. .,,;, :r.::.�.•:•y , EXPANSION ✓0/NTS DELETE DROP ED -130 Sas€)!. t DUMMY OR O. C, WHEN GRADES ARE THE SAME ON BO TH SIDES OF WALK SIDEWALK DETAIL I_ 6' 51 2 14 REBAR TIRE sroP DES�cN n�iNi APPROVED EQUIVALENT MAY QE SUQSTITU Mv M N. T. s TED 611 tO PAV/NG - e4 d CONT, GRADE 6 � VERTICAL �� BEVELED EDGE r8 Bots 2-"B Bars All Reinforcement No. 6 Bors T_ Except 5 - "B Bars Sho;vn. Bors C Spored O 6" Centers BOM Ways Except Middle Bors Shawn _ O 7" Cenlets. A113ors wilh ACI x - Slandord anted Hooks CA 2 8 Bort pprox, 1 i `� 45', Or Embedded /n Accordance l Ill rhe Slob Relnforcemenl Coal/ Sha.vn Under Opliono/ REINFORCEMENT` PLAN ConSfrUC"On JO,nfS, Sheet vo, 3 of 5, Except All #8 Bors And 06 Bars Around /danha/e Opening SM/l Be Hocked. rssazz� \ I� T- TOplionol Key I I B" For 31'6" & 4'0io. /0' For 6'& 7'0,'o. l0' Droll Thickness Of Structure 'Noll SEC TION MANHOLE COVER TYPE 7-T OR *MIX SNIN PRipN� M/OUT INE EXPLICIT W??ff 7V PERMISSION ll ALLEN ENGINEERING, INC. NO. DATE , REVISIONS — I 3 6"X6" WIRE MESH SECTION Y-- Y OF PAVEMENT i co LU T NOTCH t_-= CONC. 6" ID SILL - CONCRETE SPILLWAY -1 14 RAR �r SECTION • X_X CONCRETE SHALL BE -d 3000 PSI tiIN, ♦�' `'' ' ' :I -a4, BAR:' ALL FORNvOm SHALL BE SROM ANO PROVIOE AN EVEN FINISH. COMPACT SOIL. BELOW CURB TO SAME.pENSIT'f AS ROAO SU8GRAOE CONCRETE RIBBON t1. PLAN 41-411 21/411 � �� 53/411 W � rr �' 2110 L . �J > J m U W W 00 #4 BARS > SECTION 1 �"CTRS• TYPE+L." N LET F.D.O.T. INDEX NO. 232 GRATE;6296 INLET COMPLYING WITH INDEX 232 WILL BE ACCEPTABLE AS AN ALTERNATE TOWNE REALTY DATE OCEAN OAKS— CONDOMINIUM CAPE CANAVERAL, FLORIDA N•r•s. PAVING & DRAINAGE DETAILS DETAILS ALLEN ENGINE �920 1�N1~4 R,INC*EPGINEERS -%RVEtORSp•O• BOX 3213 1 COCOADRAWN 0� .y BEACH, FLORIDA 329,32.1.321 DRAi N '1)783--744,3FAX' (4o7)7&3 -5W2 P.V. -� EqS D EJeIGINEER NO.9131 S iA1 E _ Fi:WJ6A - 4 OF v� ti v y ~ 4 x, 4 2 12 BW Bors A 3..6" f ilorizonlol Bars Y« Or 5• COnlinuous Around 4'•0•_ • _ Corners For J Rectangular Risers I — ' 2'Exiro #41y C v 9 "£och Bars $ Side And n Above Opening - 4' O 1200, C. ._ V)N I� I� Each wayv f Bars A Bars 8 AL TERNATE A SEC rION A • A w to * NOrEr When the inside diarrefcr of o round struclure is )Ot more than I'•6" larger than the opening ,, the riser or lop slob, the lop of the structure or riser shall be constructed according to the 'Speed rop Slob' defoiis on This sheel. MANHOLE TYPE 11P" I_ 6' 51 2 14 REBAR TIRE sroP DES�cN n�iNi APPROVED EQUIVALENT MAY QE SUQSTITU Mv M N. T. s TED 611 tO PAV/NG - e4 d CONT, GRADE 6 � VERTICAL �� BEVELED EDGE r8 Bots 2-"B Bars All Reinforcement No. 6 Bors T_ Except 5 - "B Bars Sho;vn. Bors C Spored O 6" Centers BOM Ways Except Middle Bors Shawn _ O 7" Cenlets. A113ors wilh ACI x - Slandord anted Hooks CA 2 8 Bort pprox, 1 i `� 45', Or Embedded /n Accordance l Ill rhe Slob Relnforcemenl Coal/ Sha.vn Under Opliono/ REINFORCEMENT` PLAN ConSfrUC"On JO,nfS, Sheet vo, 3 of 5, Except All #8 Bors And 06 Bars Around /danha/e Opening SM/l Be Hocked. rssazz� \ I� T- TOplionol Key I I B" For 31'6" & 4'0io. /0' For 6'& 7'0,'o. l0' Droll Thickness Of Structure 'Noll SEC TION MANHOLE COVER TYPE 7-T OR *MIX SNIN PRipN� M/OUT INE EXPLICIT W??ff 7V PERMISSION ll ALLEN ENGINEERING, INC. NO. DATE , REVISIONS — I 3 6"X6" WIRE MESH SECTION Y-- Y OF PAVEMENT i co LU T NOTCH t_-= CONC. 6" ID SILL - CONCRETE SPILLWAY -1 14 RAR �r SECTION • X_X CONCRETE SHALL BE -d 3000 PSI tiIN, ♦�' `'' ' ' :I -a4, BAR:' ALL FORNvOm SHALL BE SROM ANO PROVIOE AN EVEN FINISH. COMPACT SOIL. BELOW CURB TO SAME.pENSIT'f AS ROAO SU8GRAOE CONCRETE RIBBON t1. PLAN 41-411 21/411 � �� 53/411 W � rr �' 2110 L . �J > J m U W W 00 #4 BARS > SECTION 1 �"CTRS• TYPE+L." N LET F.D.O.T. INDEX NO. 232 GRATE;6296 INLET COMPLYING WITH INDEX 232 WILL BE ACCEPTABLE AS AN ALTERNATE TOWNE REALTY DATE OCEAN OAKS— CONDOMINIUM CAPE CANAVERAL, FLORIDA N•r•s. PAVING & DRAINAGE DETAILS DETAILS ALLEN ENGINE �920 1�N1~4 R,INC*EPGINEERS -%RVEtORSp•O• BOX 3213 1 COCOADRAWN 0� .y BEACH, FLORIDA 329,32.1.321 DRAi N '1)783--744,3FAX' (4o7)7&3 -5W2 P.V. -� EqS D EJeIGINEER NO.9131 S iA1 E _ Fi:WJ6A - 4 OF I GRADE AT LOr LINE VC PIPE - 36'" MIN. COVER OVER THE BELL o.1. PIPE - 30" M/N. COVER OVER THE BELL e PLUG THREE-6AND MISSION COUPLING OR APPROVED EQUAL PVL OR VCP PIPING 0 SEE NOTE 2_, T SEE NOTE 1 f ,,--- THREE -BAND MISSION COUPLING q OR APPROVED EQUAL rl r PVC OR VCP PIPING VERTICAL •' PLEARANCE I 2,A I SEE NOTE 2 I C� I �- WATERMA/N OR RECLAIMED WATER I / e DBL XDOU BLE B E/C� SEE NO TE 2 PRE -MOLDED PLASTIC JOINT SEALS E BEND PVC PIPE - 36" MIN. COVER b PVC - T6U (RAM -NECK OR EQUAL) OR AWWA L900 OR 18 PVC - .30" COVER 1 �i SECTION A - A PRE -PRIMED JOINT SURFACES —ffE CROSS 07ES 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 2. CHANNEL SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3, CHANNELS FOR FUTURE CONNECTIONS (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND AND COVERED WITH I' OF MORTAR. 4. FLOW CHANNELS REQUIRED FOR SERVICE LATERALS CONNECTED DIRECTLY TO MANHOLES. 5. SEAL ALL OPENINGS WITH NON -SHRINK GROUT (EMBECO OR APPROVED EQUAL). 6. COMMON RED BRICK AND TYPE 11 CEMENT FOR INVERT CONSTRUCT70N. FLOW P iTE'RNS FOR MANHOLE INVERT N. T. S. RING AND COVER SEE NOTE 6 fW57ILD PAVEIdENT GRADE b' - -r A40NOLIT711C (SASE -- } NOTE 9 3/4" CD40VT PL45TER JOINT SEAL SEE NOTE 5 UNDISTURBED EARTH NOTES' SECTION FOR TYPICAL SERVICE CONNECTION N.L.S. 1. PRECAST CONCRETE TYPE 11 ONLY (4,000 PSI). 2. RING AND COVER TO BE SET FLUSH WITH FINISHED PAVEMENT OR SET IN FIELD. J. COMPACTED 1/2" - .3/4" GRAVEL SHALL EXTEND 6" BEYOUNO EDGE OF MONOLITI IC BASE. 4. 71VO COATS OF CONTRASTING FACTORY APPLIED CCAL-TAR EPDXY (BLACK OVER RED). THEN TWO FIELD COATS ENTIRE MANHOLE AFTER INSTALLATION. 5. JOINT SEAL SHALL BE RAM-IVEK OR APPROVED EQUAL. 6. RING -250 LB, COVER -160 LB US FOUNDRY DRAWING N0, 420, TYPE "C" OR APPROVED EQUAL. 7. EITHER RESILIENT CONNECTORS (BOOTS) OR ASBESTOS -CEMENT COLLARS SHALL BE USED WHERE PVC PIPE PENETRATES MANHOLE WALLS. BOOTS SHALL BE CEMENTED INSIDE iv/TH WATERPROOF NON -SHRINK GROUT, EMBECO OR APPROVED EQUAL. 8. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF, NOPV-SIYRINKING GROUT. 9. REINFORCING MEETING ASTM C478. 10. MANHOLE STEPS ARE NOT ACCEPTABLE. 11. MINIMUM HOLE DIAMETER EQUALS PIPE O.D. PLUS 8" IF ASiBESTOS CEMENT COLLAR IS USED OR PIPE O.D. PLUS 4" IF BOOTS ARE USED. LARGEST PIPE MINIMUM I, D. IN STRUCTURE OF STRUCTURE MINIMUM WALL THICKNESS OF STRUCTURE MINIMUM BASE THICKNESS, r 8" TO 15" 4'-0" 5" 6" 18" TO 30" 5'-0" 6" 8" 36" TO 42" 6'-0" 7" 8" 48" AND LARGER OUTSIDE PIPE DIA. PLUS 3'-0" PER ASTM C-4178 (8" MINIMUM) SEE NOTE 3 TYPICAL PRECAST MANHOLE" N. T. S. SANI rAgY SEWER MANYOL ES 51 -ORM MAN/TOLES C. I. PL GRADE —I e SQ. 4" CONC. PAD 4S ELBOW CLEAN OUT DETAIL N.T.S. NO1F�' 1. CENTER ON POINT OF CROSSING A. 20 Fr. OF D.I.P., OR B. 20 FT. OF PVC WITH 6 INCHES OF CONCRETE ENCASEMENT. 2. MISSION COUPLING (SrA/NLESS STEEL BAND TYPE) CONNECTING A PVC PIPE TO A DUCTILE IRON PIPE SHALL BE ENCASED IN A MINIMUM OF 6" O)F CONCRETE. J. IF VERTICAL CLEARANCE EXCEEDS 18 INCHES, SPECIAL CONSTRUCTION IS NOT REQUIRED. TYPICAL WATER LINE CROSSING N. T. S. STANDARD - U.S. FOUNDRY 420 C, OR APPROVED EQUAL MANHOLE FRAME & COVER N.T.S. ra MOLDED PLASTIC JOINT SEALER (-NECK OR EQUAL) PRE -PRIMED JOINT SURFACES /TS/DE WALL COMPLETED JOINT WITH SQU£EzE-our TYPICAL JOINT DETAIL N.T.S. (STANDARD PRECAST MANflOW VUL 2 2 1993 d AF 21463 t- 13/4 TYPE LIN 1 COP^rn nrn 3/4'' CORP. STOP SADDLE /---- PAV ' T 3' MIN. COVER TYPICAL SERVICE LINE NTS METER JETT/NG Foo APPROVED A � Y 017E VALVE ✓BEND NN —1'7/�%4i77, 0 7 - SEND WL. ,BEND W. L. `6'ONC. rlefZIST T WA TER METER SETTING DETAIL - FINISHED GRADE 1 _ 30'' MIN COVER ` A D I P -A It l I D.I.P i B �— I JOINT THRUST COLLAR ON BOTH SIDES ON 8"N M AND LARGER �A A - RE TAINER GLAND B - 450 BEND (MJ) A A 6 MIN A- -STORM DRAIN l �Q q. �� A 6 I MIN. A B D. 1. P• B THRUST BLOCK- _ THRUST BLOCK JOINT (20� ,. STORM DRAIN CROSS�N' NTS, NOtE: IF 1811 OF VERTIAL CLEARANCE AND 3011 MIN. COVER CAN BE MAINTAINED OVER STORM DRAIN, PVC MAY BE USED. DUCTILE IRON WATER MAIN 18i1 OR LESS .� 101 - 0— :.4 --10, GATE VALVE (FL) 900 BEND---- ( FL) UNIFLANGE 2" BRASS PLUG - \ METER BOX -----\ 2'IRASS ST 30 BEND i 2" BALL VALVC - 2" CLOSE BRASS NIPPLE--- RETAINER GLAND �- -- FLOW 3/4 . . kSTIC -R BOX TYPICAL SERVICE CONNECTION NTS. REDUCER (FL, ENDS) TEE (FLANGE ENDS) STRAINER --T\ BUND F --BACKFLOW PREVENTER N/VALVES ( FL ) I FLANGE — --GATE VALVE (FL) L I ---)0° BEND (FL) {II Ifj'� 1 --UNIFLANGE REDUCERC TURBINE TI AE y—t° 4 (FL ENDS) GATE METER (FL) 21 BRASS PLUG L,. METER BOX gi iL' >, .` r _► ���'rir,.��it\moi\ .� 2" BRASS ST. " DDLE A 6. TAPPING --� 900 BEND � S i �--TAPPING SADDLE� � 2" BALL VALVE RLP NIPPLE---� _2" CLOSE DIP NIPPLE BRASS NIPPLE RETAINER 90° BE NO ('I ° GLAND THRUST BLOCK THRUST BLOCK—✓►��� D.I.P. WATER MAIN 3118 411 METER W/ BACKFLOW PREVENTER ABOVE GROUND INSTALLATION N.T. S.-- ' DOCHECK VALVE TECT0 FLOW — ►- RES. SEAT RISING STEM VLV,---, 45° BEND(FLxFL) _ 4 f6 I I SEAT RISING STEM VLV. 90 °BEND(FLxFL) GATE VALVE (FL) 900 BEND---- ( FL) UNIFLANGE 2" BRASS PLUG - \ METER BOX -----\ 2'IRASS ST 30 BEND i 2" BALL VALVC - 2" CLOSE BRASS NIPPLE--- RETAINER GLAND �- -- FLOW 3/4 . . kSTIC -R BOX TYPICAL SERVICE CONNECTION NTS. REDUCER (FL, ENDS) TEE (FLANGE ENDS) STRAINER --T\ BUND F --BACKFLOW PREVENTER N/VALVES ( FL ) I FLANGE — --GATE VALVE (FL) L I ---)0° BEND (FL) {II Ifj'� 1 --UNIFLANGE REDUCERC TURBINE TI AE y—t° 4 (FL ENDS) GATE METER (FL) 21 BRASS PLUG L,. METER BOX gi iL' >, .` r _► ���'rir,.��it\moi\ .� 2" BRASS ST. " DDLE A 6. TAPPING --� 900 BEND � S i �--TAPPING SADDLE� � 2" BALL VALVE RLP NIPPLE---� _2" CLOSE DIP NIPPLE BRASS NIPPLE RETAINER 90° BE NO ('I ° GLAND THRUST BLOCK THRUST BLOCK—✓►��� D.I.P. WATER MAIN 3118 411 METER W/ BACKFLOW PREVENTER ABOVE GROUND INSTALLATION N.T. S.-- ' DOCHECK VALVE TECT0 FLOW — ►- RES. SEAT RISING STEM VLV,---, 45° BEND(FLxFL) _ 4 f6 RES. SEAT RISING STEM VLV. 90 °BEND(FLxFL) UNIFLANGE °' ' 1 1 2--374— 5 7 74- T 74— 18 I B (22 1/2 37-4 II — FLG-PE PIPE p I p _ 3/4is METER a CHECK VLV. ' I 2 14 3-374 NOTE: USE VERTICAL RISER BOTH ENDS WHERE REQ'D. TO SAVE SPACE. 13 —374 21 C 2 4 7 I I I, 4 14 1 2 450BEND(MJ)- CITY W.M RETAINER -N GLAND 90• MJ BEND RETAINER GLAND RETAINER GLAND FLOW THRUST BLOCK"•r. THRUST BLOCK PLUGGED END THRUST BLOCK NOTES: I- WRAP ALL FITTINGS WITH POLYETHYLENE FILM BEFCRE POURING THRUST BLOCK, MAKING CERTAIN TO KEEP CONCRETE AWAY FROM ALL BOLTS, GLANDS , 81 FLANGES, 2- THRUST BLOCKS TO BE POURED AGAINST UNDISTURED EARTH. 3- REQUIRED VOLUMES OF BEARING AREAS TO BE AS SHOWN IN CHART. ADJUST- MENTS, IF NEEDED, WILL BE ALLOWED TO CONFORM TO TEST PRESSURE AND ALLOWABLE SOIL BEARING STRESS AS SHOWN IN SPECIFICATIONS. 4- BEARING AREA FOR THRUST BLOCKS ON HORIZONTAL BENDS IS BASED ON A TEST PRESSURE OF 150 P.S.I. AND SOIL BEARING STRESS OF 1500 P.SI. , THE DEPTH TO THE THRUST BLOCK BASE TO BE EQUAL TO OR GREATER THAN TWICE THE HEIGHT.( EXAMPLE , IF BLOCK IS 2, THICK , THE BASE IS TO BE NO GREATER THAN 4' BELOW GRADE.) 5- VERTICAL BEND THRUST BLOCKS TO BE THE SAME AS HORIZONTAL BENDS. 6- BEARING AREA OF THRUST BLOCK TO BE NOT LESS THAN ONE SQUARE FOOT. MINIMUM BEARING AREA (SQ. FT. ) LETTER,,PIPE 4 f6 8 SIZ 10 12 16 20 A 1 1 2--374— 5 7 74- T 74— 18 I B (22 1/2 37-4 II 2 3 4 T 11 B 45 I 2 14 3-374 T 72- 8 13 —374 21 C 2 4 7 I I I, 4 14 1 2 25 4 39 THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE BLOCKING AGAINST THE VERTICAL TRENCH WALL OF UN- DISTURBED EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY, RETAINER GLAND --j B D.I.P DOUBLE DETECTOR CHECK VALVE I JOINT S' MAX M.T.S. HYDRANT TO BE PAINTED FINISHED GRADE 40%­� RUST - 0 -THANE 4 9406 - 659 0 T�._ , , HYDRANT TO BE PLACED - O D 9 D t WITH 4-1/2" NOZZLE _ _24"x 24"x O14 OF INSULATED SOLID FACING STREET I II COPPER WIRE REQUIRED CONCRETE �I ON ALL PVC INSTALLATION �I x '---HYDRANT, TO HAVE BREAK SECTION _ 8 MIL , POLYETHYLENE FILM BETWEEN BARREL AND CONCRETE WIRE NUT OR 3 _ x 3' x 12" CONCRETE BLOCK AROUND ELECTRIC TAPE �f LOWER BARREL TO RESIST IMPACT,. VALVE PAVEMENT - �, CURB 4 v N ► 'a_ _I,���� WORD "'NATER" ON OVER ,/.�/// \ - —__ — — • f /// \ \ 2 r • 24"x 24"x 4" CONC PAD a 14 jF INSULATED 4ExCE55 IN COPPER NI RE VALVE BOX 8 x 18 x 3" I (TYPICAL) — CONCRETE PAD VALVE BOX BUTTERFLY OR GATE VALVE AND VALVE BOX DETAIL SANITARY SEWER--- — ) N.T.S. 18" OR LESS f I! -6" GATE VALVE - 6" M.J. VALVE , THRUST BLOCK - - - 10 - -- MECH JOINT HIRE NUT OR { — — — — t L ELECTRIC 'APE —" _ _3 HYDRANT VALVE ANCHORING -------------- ------ �— ---------- s� r -- -- �TEE WITH INTEGRALLY CAST DUCTILE - -IRON - dUATER MAIN --_--- I; , of y -- STD. M.J. GLAND ON 6 PLAIN - +- 'NAT Jam- s v M 1- / END BRANCH. - ��, TYPICAL WATER MAIN, 81 SANITARY SEWER CROSS OVER NTS. FIRE HYDRANT SHOE SHALL BE FUSION BONDED EPDXY COATED (6 MIL THICKNESS MIN.) IN ACCORDANCE WITH AWWA -C-550 TYPICAL GATE — _ - IS x 18"x CONCRETE PAD WATER MAIN - } SECTION , FIRE HYDRANT VALVE INSTALLATION __ -- ---- NT.S. -THRUST BLOCK ISTD. MECH. UOINT a BOLTS a FLANGES FIRE HYDRANT CONNECTION 81 TEE DETAIL N.T.S. real ► '. NO. DATE Ziir�' it e s IF A' v o REDUCER s � � i 90° ELBOW BEND TEE 81 PLUG CROSS 13 PLUG TEE 2 24"x 24"x 4" PLASTIC METER BOX BRASS PLUG - , CONCRETE PAD -FINISHED GRADE �_ -- j 4' EXCESS IN 2" BRASS VALVE BOX --- GATE VALVE ( TYPICAL ) T -VALVE v _ COPPERN W RETrO e A, PLUG WITH 2" TAP D I.k 8"x 8"x 3" CONIC PAD ONE JOINT OF(M J ) DIP- L- ( 2 ) RETAINER GLAND 2" BLOW -OFF DETAIL_ N.T.S. $14 QF COPPER N WIi.ATEO $4.. 24" 4" ---CONCRETE THRUST BLOCK CONCRETE PAD — VA LVE real ► '. • ONE JOINT OF (M.J.) D.I.P, (2)RESTRAINER GLAND PLUGGED END DETAIL -- M.J. PLUO TOWNE REALTY OAA 4-21-93 OCEAN OAKS CONDOMINIUM WALE ..CAPE CANAVERAL, FLORIDA NTS WATER DETAILS ,roe `NO ALLEN ENGINEERING, INC. 920114 ENGINEERS -- SURVEYORS DRAWN P.O. BOX 321321 COCOA BEACH, FLORIDA 3 32--1321 ' TELEPHONE: (407)783-7443 F 7 5902 AEI 'D ! SHT`. NO. REVISIONS REGISTERED ENGINEER N0.91 1 ATE OF FLORIDA 6 OF 9 AL 2 2 10 r- llf� X�. i 11 1.II ;, ; F ,„� _ � , � . . CITY OF COCOA SECTION'III. PROTECTIOS OF PROPERTY tk OBSTRUCT1ONS UTILiTIE3 DEPARTMEdT word WATER cast on the top. A concrete ad will be excavated materat may be acceptable provided thak such material P poured around 3.1 Protection is suitable for,baekfilling. Pipe should be back€stied as soon as TECHNICAL PROVISIONS box at finished grade level (24" x 24" x 4"). Valve box tops on Reuse mains shall have the work WATER removed and shall be painted possible s0 a3 to minimize the length of open Crench. Valves, FOR brown with Epoxy Paint, Rustoleum #9571 or equal, top and bottom jngs and thrust blocks should be left uncovered until inspec- CONSTRUCTION OF WATER DISTRIBUTION SYSTEM Temporary supports and/or adequate protection and maintenance tion by the City of Cocoa Utilities Department has been completed. shall be installed on all underground surface structures 2.2.5 Gheck Valves - Check valves for fireline syrstems shall be encountered in the progress of the work. Structures that have 5.4 Valves and )fittings been disturbed shall be restored upon completion of the work. All kvalve s'andNfittings shall be set and joined to Che pipe in the SECTION I. SCOPE OF WORK the double detector check valve as manufactured by Febco, Model No. 806DDC, Watts Model No. 709DDC or approved equal, in accord -I proper locaCion as specified in the plans. Valves should be ance with AW11A C-508-82. Double detector check valves shall beinstalled outside; o£ pavement where practical. A roadway valve 1.1 The Contractor shall install all water mains and appurte- accepted as an approved assembly in accordance with the manual 3'2 Obstructions box shall be provided for ever valve. This vale Y e box shall not nances in accordance with Utilities Department Technical Provi- "Cross -Connection Control" as published by Foundation for Cross- transmik shock or Stress to the valve and shall be centered acid cions for construction of Water Distribution Systems, the approved Connection Control and Hydraulic Research, University of Southern m plub over the wrench nut of the valve. The box cover should be plans and Standard Detail Sheet. California, University Park, Los Angeles, CA 90089-0231. Check All utilities shall be notified prior to beginning construction. flush with the surface of the finished pavement or grade level as valves shall be installed above ground in a grassed area and Any known obstructions shall be shown on the plans. The utmost specified in the tans. A 24" s uare caution sha12 be taken in all operations to avoid damage to the valve box when it is locatedgoutsidedofipavementureA bronze or 1.2 The Contractor shall furnish all labor, materials, tools and Painted with Rust -O -Thane No. 9405-1611 Red or approved equal. existing obstructions whether or not shown on the plans. stainless ste I equipment necessary or incidental to the construction. tie shall el disc shall be east into the pad for all valves 12" obtain and pay all permits, official inspections by the City of or larger. Valve nomenclature to be stamped into the disc sf,all Cocoa and other official fees in connection with the work. 2.3Fittings include the valve size, type, number of turns and direction to SECTION IV. TRENCH PREPARATION 1.3 open the valve. The Contractor shall arrange a preconstruction conference 4.1 Excavation ' t+ith the City of Cocoa Utilities Engineering Department a minimum 2.3.1 All fittings shall be of the mechanical joimt type. Cast 5.5 Fire Hydrants of two working days prior to commencement of construction. Iron fittings shall be AWWA C110-87 Class 250, cement lined with inside seal coat, shall be bituminous coated or, thce outside, acid A trencl, shall be opened so that the pipe can be installed to the Any deviation from these specifications shall be approved in shall be wrapped with 6 mil polyethylene. alignment and depth required. It shall be excavated only so far All fire hydrants shall be located as shown on the plans and writing by the City of Cocoa Utilities Engineer, prior to com- in advance of pipe laying as necessary. The trench shall be ax- marked on the pavement with a blue reflector. On unpaved streets mencement of construction of facility affected. cavated to the depth required so as to provide a uniform and a blue reflector shall be affixed to a post and placed as close to Ductile Iron 12" - Compact fitting shall conform to AWWAcontinuous bearing support for t}he pipe or undisturbed ground. the edge of road as practicable so as to be visible. The hydrants 1.4 The Contractor shall not operate any valve nor remove any C-153-8/+. Ductile Iron compact fittings shall be mechanical joint Bell holes shall be provided at each oint to shall be located in such a manner as to provide complete accessi- thrust block from City owned mains except under direct super- with interior cement lining with seal coat and bituminous coatedbe made and inspectedproperly.j Permit jointing to bility, and also in a mariner that the y possibilit of damage from vision of a representative from the City of Cocoa Utilities on the outside.veflicles or injury to pedestrians will be minimized. All hydrants Department. shall stand plumb with the pumper nozzle facing at the curb and During excavation, if ashes, cinders, muck or other organic the bury line o€ the hydrant at the finished grade. Fire hydrants 2.3.2 Tapping Saddles - 4"-12" shall be Cast Iron body mechani- material considered unstable is uncovered at the bottom of the installed in state highway right-of-ways shall be in accordance SE(ITION II. MATERIAL SPECIFICATIONS cal joint. 16"-48" shall be fabricated steel with 0 -ring seal, trench at subgrade, it shall be removed and backfilled with with any Department of Transportation requirements. All fire fusion bonded and epoxy coated with stainless steelnuts and approved material. This material shall be tamped in layers to hydrants shall be connected to the main in the manner shown in the bolts. Tapping valve must have centering ring. provide a uniform and continuous bearing characteristic of that Water Standard Detail Sheet. 2.1 Pipe area's soil condition. Where the bottom of the trench at sub rade g 5.6 Thrust Blocks consists of unstable material to such a degree that It cannot be 2.3.3 Fittings for 2" PVC pipe shall be PVC with rubber Basketed removed and replaced with an approved material to support the pipe 2.1.1 Polyvinyl Chloride pressure pipe (size /+" through 12") slip joints. No solvent weld joints will be accepted. properly, a suitable foundation shall be constructed. Excavated shall be Cast Iron pipe equivalent outside diameter Class 150 material shall be piled in such a manner that it will not endanger Thrust blocks shall be installed at all bends, fire hydrants, or (DR 18) conforming to AWWA C900-81 and subsequent revision. Two g as specified on the plans and in accordance with the Water work, obstruct natural water courses, sidewalks or driveways. Standard Detail Sheet. Metal harness, tie rods, or clamps of inch Polyvinyl Chloride shall be Class 2U0 (DR 21). Pipe shall be 2•�i Fire Hydrants Fire hydrants under pressure, valve boxes, or other utility - in standard 20 foot len ths. All Y adequate strength to prevent movement may be installed at g joints shall be of the elasto- controls shall be left unobstructed and accessible at all times. locations where thrust blocks are not practical. Rods and clamps meric-gasket type with thickened, integral solid -wall bell or Gutters shall be kept clear or other satisfactory provisions made coupling, with the same DR as the barrel. No solvent -cement Fire Hydrants shall be manufactured in accordance with AWWA 503-82 for street drainage. All surface materials which are suitable for shall le stainless steel or rustproof treated and wrapped steel. joints A 20' length of mechanical joint Ductile Iron pipe shall be shall be accepted. All PVC pipe and couplings shall bear the U.L. and shall have bronze to bronze main seat threading surfaces. reuse in restoring the surface shall be kept separate from the label. American Darling Model Mark 73 with bronze drain rinng as manufac_ excavated materials. installed at all main endings and a thrust collar shall be poured tured by American Darling Valve and Manufacturing Company, Mueller around the pipe at a distance of 10 feet from the end of the Model No. A-421 Super Centurion 200 as manufactured b Mueller 4, joint. Company, Kennedy Guardian Model #K -81A as manufacturred by ITT 2 Sheeting and Bracing 2.1.2 Ductile Iron pipe installed in routine installations shall be cement lined Class 50 conforming to AWWA C-151-86. Water main Kennedy, Clow Medallion as manufactured by Clow Corporation, or 5.1 Pipe tnatalled in Casings U.S. Metropolitan and manufactured by U.S. Pipe willl be accepted. Open cut trenches shall be sheeted and braced as required b an and storm drain crossing conflicts shall be properly desi ned b g Y All hydrants shall be traffic type and drain holes shall be governing State law, municipal ordinances, OSHA Standards and as the project engineer and approved by the Utilities Department plugged at the factory. Hydrants shall have a !+-1/2'" valve ma be necessar to prior to installation. Ductile Iron pipe installed with less than Pipe to be installed under pavement where open trenchirnp, is not 30" of cover or installed irl other titan a routine trench shall be P y Y protect life, property or the work. Trench permitted shall be installed through a steel casing whicf, has been o ening, one 2" pumper nozzle and two 2-1/2" hose nozzles. bracing may be removed after the backfilling has been completed or thickness Class 52 or greater as determined by the Design En ineer All nozzles shall be a minimum of 18" and a maximum of 24" above has been brought up to such an elevation as to permit its safe jacked and bored. and approved by the Utilities Department. Water mains whichgare finished grade. A 6" M.J. hydrant connection shall be provided removal. The use of a trenching box may be used in place of less than 10 feet apart from building_ foundations or other errna- using a hydrant valve anchoring tee with integrally cast standard P M.J. gland on 6 plain end branch. All hydrargits to be painted sheeting and bracing. Hent objects shall be Class 52 Ductile Iron pipe. In no case Rust -O -'Thane #9406-659 itan feet from foundations. Yellow or approved equal. Hydrant shoe Casing size shall be as indicated below: shall water mains be located less t 5 shall be coated inside with Fusion bonded epoxy, 6 / The above distances shall be doubled for water mains larger than mil :minimum. +.3 Dewatering 8" in diameter. Polyethylene encasement, conforming to AWtdA ' Pipe Size Minimum Casing Size CI05-82, shall be provided for routine trench installations in all 2.5 Service Connections - 3/4°' - 2" /i" 12" soils. Water shall not be allowed in the trench at any time. An adequate 6 �„ ,� 1+ supply of well points, headers or pumps, all in first class 810 18" 2.5.1 All service connections will be single connections. 3 /+" °Pavelingdcoridition, may be used to remove the water. The use of 2.1.3 Reuse Pipe - PVC pipe installed in reuse systems shall be 10" 20" and 1" services are to be type / g pumps shall also be art acceptable me arts of removing the SDR -21 Class 200. All PVC or Ductile Iron pipe shall be installed YP K annealed temper soft copper. All water. The trench shall be excavated no more than the available 12�� 2/+" connections are to be of the flare type. 1-1/2" and 2" services pumping facilities are capable of handling. This discharge from wit, a 5 wide Brown adhesive locating and identificar.ion to e affixed to the to of the P are to be of type K drawn temper i_n straight lengths or annealed pumps shall be routed to natural drainage channels or emptied into 16" and Larger In accordance with pipe p pipe. Script in 1-1/2" black lettering temper if furnished in coils. Absolutely no lead basted solder drains or storm s P shall identify the main as "Reuse Main." manufacturer's recommendations joints will be accepted. Any repairs of service lines shall be by ewers. flare to flare coupling. No compression fittings will be accept - 2.2 Valve and Valve Boxes ed' Water mains shall be pushed or pulled through the casing on pres- 5ECTION V. PIPE LINE CONSTRUCTION sure treated wood skids attached to the pipe with stainless steel straps. Higl, density polyethylene casing insulators spaced at 2.5.2 Saddles shall be used for all connections toPVC pipe. 5.1 4"-12") - Resilient seat General five feet will be accepted in the place of wood skids acid are 2.2.1 Resilient Seat Gate Valves - ( Saddle body will be 10 mil nylon coated Ductile Iron contoured to required on mains 12" diameter and larger. Restrained joints are valves with mechanical joint ends as manufactured b American y fit the pipe wall. A type 304 stainless steel strap 2" wide is to required on mains 8" and larger installed inside casings. Darling Valve #CRS80, U.S. Pipe - Metroseal, Clow Corporation, or secure the service saddle. Double straps are re ui approved equal shall conform to AWWA C-509-87 specification and be for 1-1/2" or 2" taps. Bronze saddles will be acceptcedoassandles All water mains, service lines and appurtenances shall be install - manufactured in the U.S.A. Resilient seats shall be of natural or alternate. d as specified on the approved Plans and in accordance with the 5.8 Blow -Offs synthetic rubber and be bonded or mechanically attached to the water standard detail sheet. gate using stainless steel hardware and shall be rated at a work- ing pressure of 200 psi. The interior and exterior of the valve body shall be fusion bonded epoxy coated in accordance with 2.5.3 Curb Stops - 3//+" and 1" shall be Mueller Mark II Oriseal 5.2 Pipe Laying IBlow-Offs are to be installed at tf,e end of all dead end water AWWA-C-550 in order to provide a corrosion resistant seat, a lied Model No. H-143/+0 as manufactured by Mueller Cum an - maims. Blow -Offs are to be constructed as shown in the Water PP B -23-232W for 3/4" P y, Model Standard Details f{om 2" galvanized pipe, threaded fittings, and in a manner t° withstand the action of line fluids and o eration / and B -23-/+/+41a for 1", as manufactured by Ford The bottom of the trench shall not be excavated below the specs- 2" brass of the sealin g_ P Meter Box Gornpany, Model No. /+317 as manufactured by Ilayes Manufac- Pied grade. If undercutting occurs, the bottom wheel valves. A plastic meter box is to be installed to g gaCe under ion term service. Valve seats shall turfing Company, or approved equal. Curb stops shall have lockin shall be brow h of the trench grade over the wheel valve. The wheel valve shall be wi l' seal by compression only. Wedging or sliding of the resilient wings and swivel meter nut. 1-1/2" and 2" curb sto s sha g g t up to the ori shat tn>n six seat shall not be acceptable. Valves shall be su lied with 2" g grade with approved material, inches of finisf,ed grade and shall be plugged with a brass plug. PP flare by flange, Model No. BF23-G66 for 1-1/2" P 11 bell thoroughly compacted, as directed by the Cocoa Utilities Engineer. square operating nuts and shall be designed to provide a bubble , BF23-777 for 2 , as manufactured by Ford Meter Box Company, Model 4316 as manufac- tight seal regardless of direction of flow. Opening shall be in ' the counterclockwise direction. tured by Hays Manufacturing Gornpany, or approved equal. Before placing pipe into the trench, the outside of the spigot and SECTION VI. TESTING the inside of the bell shall be wiped clean and dry, free from oil 2.5.4 Corporation sto s - 3 /"and grease. Every precaution shall be taken to prevent foreign All newly installed pipe whichhas been backfilled shall be liydro- h 2.2.2 Butterfly Valves - (12" and larger) - Butterfly valves with P /+ and 1 sall be of brass and shall material from entering the pipe. Durin la in o eratin be similar or equal to Model No. H-15000 manufactured by Mueller debris, tools, clothing or other material shall be placedinothe pipe, shallcbelconductedaatatheuaboveementioned150e mechanical joint ends shall be rubber seated, 90° tight closing g P psi. A leakage test type, short body, AWWA Specification C504-80, Class 150 B. Valve Gornpany, Model No. F-600 as manufactured by Ford Meter Box p ssure. The leakage shaft shall be of 18-8 type 304 stainless steel or type 316 stain- Company, Model No. 5200 as manufactured by Hayes Manufacturing test may be conducted during the hydrostatic test. All tests less steel. Body dimensions and minimum shaft diameter shall be Company, or other approved equal. 1-i/2 and 2 cor oration sto s All mechanical shall be in accordance with AWWA Standard C 600-82. „ „ shall be of brass and shall be similar or equal to Mueller Oriseal the manufacturer�srispecificationsae Gasketstshallrict abeoevenly rdance with in accordance with 'fables 3 and 4 of AWWA C504-80. Valve seat manufactured by Mueller Company, Model No. FB 600 as manufactured seated the 1 shall be of molded natural or synthetic rubber and be mechanically by Ford Meter Box Company, Model No. /+/+00 as manufactured by Hayes ti htened. secured to the disc or Co the valve bod g and placed in position with the bolts, and evenly y, and shall be mate against a ManufacturingCompany,Y Y, 6.1 Flushing of Watermains stainless steel seat surface. Buried valves shall be for submerg- or approved equal. ed service and equipped with totally enclosed gear operators, permanently lubricated and e ui All slip joints shall be made up in strict accordance with the q peed with adjustable stops for open Location -Service lines shall be located at alternatinglot fhe Cit of Cocoa will manufacturer s specifications. The bell shall be carefull y provide an adequate amount of water for an closed positions. The gear ratio shall be such as to require lines wit(hirl two feet of tale Right -of -Way line as shown on a rov- Y filling, flushing and testing of mains. The Contractor shall not more than 150 foot pounds of input to produce output torque ed plans. Curb stops shall be buried in a horizontal position no cleaned before the gasket is inserted. notify the City prior to flushing or filling mains. The pressure equivalent to maximum shaft torque indicated in 'Table I of AWWA deeper than 12" below finished grade. Service locations shall be i.n the City's system shall be monitored during the flushing; at no C544. Each buried valve shall have a standard 2" square operating Permanently marked on concrete curb or the street with a blue "W" time should the pressure in the City's system be allowed to drop nut. Opening shall be in the counterclockwise direction. for potable water or a brown "R" for reuse. Reuse services shall After placing a length of pipe in the trench, the spigot end shall below 40 psi. WatQr used during wasteful or unsupervised flushing be located at the opposite lot corner from water services.' be centered in the bell, the pipe forced home, brought to correct will be billed to the Contractor. The tie-in valve shall remain alignment, and covered with an approved backfill material. If PVC off except during initial flushing and when bacteriological 2.2.3 2" Valves - 2" valves for use with 2" P.V.C. distribution plastic pipe is installed, an insulated continuous copper wire #14 samples are being taken. At this time, the tie-in valve shall be mains shall be of the ball valve design, Model No. B11-777, as 2.5.6 Reuse Services - Reuse services shall be installed to rade OF shall lay on top of the pipe for location purposes. Wire ends opened two to three turns only; it shall be closed irrrrnediatel in a plastic meter box with iron flipper lid. The top of the are to be tied together with a wire nut or electrical tape. Each after samples are taken. y manufactured by Ford Meter Box Company, Inc., and shall be equip- pe witl, a 2" square operator No. Q'f67 as manufactured by Ford meter box shall be painted with Brown Epoxy paint, Rustoleum fire hydrant shall have one wrap of the wire around the barrel #9511, equal. A 3 x 5permanent plastic tagsecured to the located at final grade and connec or e " " , e ted to the wire on the water eter Dox Company, Inc. or an approved equal, for buried use. main. Wire should be brought up in each valve box with an excess 6.2 H drostatic Test r Blow -off valve shall be rated at 125 SWP or 200 WOG and manufac- curb stop with a nylon tie wrap, shall be supplied. The to _y P ocedure tured in the U.S.A. Imported valves will not be accepted. Valves should be inscribed "Reuse Water DO NOT DRINK". 'The potable water °f 4 feet in length. shall be adapted to other pipe line materials by use of brass line shall be located on the opposite lot corner. nipples or PVC Basketed bell adapters. Galvanized fittings and 2" The line under test shall be slowly filled with water at the Pipe will be installed with 30" minimum cover. Maximum cover of specified test pressure. The lowest elevation point on tiie rass wheel valves are acceptable only on blow -offs and will not be accepted at other locations. 2.6 Inspection of Materials /+2" will be accepted. Cover depth will be determined from section being tested shall be determined and any corrections proposed finish grade as indicated on the plans. At times when necessary shall be corrected to the elevation of the test gauge. pipe laying is not in progress, the open ends of pipe shall be Materials delivered to the job site will be subject to inspection closed by a water tight plug or oilier approved means. This provi- 2.2.4 Valve boxes - Cast Iron valve boxes consisting of a Cast siorl shall apply durirng the noon hour as well as Querns ht. If Iron top and bottom section, as approved by the City of Cocoa, by the City prior to installation. All materials found duringB A blow -off or fire hydrant shall be installed at the end of the water is in the trench, the seal shall remain ill place until the line under test. Before applying the specified test ressure shall be set flush with finished ground surface in such a manner inspection or during the progress of the work to be defective or not meeting specifications shall be rejected and removed from the trench is pumped completely dry. P all as o permit easy use of a valve wrench, and to prevent surface air shall be expelled from the test section including service loads from from being transmitted to tine valve or pipe. Box sections job site without delay. All materials delivered to tale jobrsite sections. If fire hydrants or blow -offs are riot available at ftigh must be telescopic and adjustable. Valve box lids should have the shall be in accordance with the Materials Specifications. places, taps at points of highest elevation shall be made to faci- Materials not inspected by the City prior to installation shall be 5.3 Backfilling litate testing. When testing is complete the service shall be uncovered by the Contractor at his expense to verify compliance removed. with these specifications. Furnish copies of Packing List on demand. All backfilling material shall be free from cinders, ashes, refuse, vegetable or organic material, boulders, rocks, stones, or The line shall hold the 150 si test other material which is considered unsuitable. When backfill P pressure for a two-hour test period; sufficient manpower shall be employed to insure irispec- material is not specified on the plans, backfilling with the tion. If the line fails to meet the test, it shall be repaired t. _ I --- - - -------- ' . J and retested until the test requirements are satisfied. Line pressure shall be maintained to within 5 psi of the test pressure at all times. 6.3 Leakage Test Procedure Leakage test at 150 psi shall be performed on all newly laid sec- tions of pipe after installation of all service connections. Any leakage discovered shall be less than the following per thousand feet of pipe: -- - 2„ • • . • • • . • • . . . . . 0.20 gal. /hour 4" . . . . . . . . . . . .. . 0.3.3 gal. /hour 6" • • • • • • • • . . . . . . . 0.50 gal. /hour all • . • • • • • • . . . .. . 0.67 gal. /hour 10" . . . . . . . . . . .. . U.83 gal./hour 12" . . . . . . . . . . . .. . 1 .U6 gal. /hour 14" . . . . . . . . . . . .. . . 1.16 gal. /hour 16" . . . . . . . . . . . .. . 1.32 gal./hour SECTION VII. STERILIZATION � BACTEKIOLOGICAL TES"TING The Contrarctor shall flush mains and arrange for complete sterili- zation by echlorination to be accomplished under the direction of the City o:f Cocoa Water Department. Work shall conform to appli- cable provisions of A14WA C651-86 "Disinfecting Water Mains." Water with a chlorine content of 100 PPM small be evenly distri- buted throtughout the pipe system and allowed to remain in the pipe for 24 hourrs before it is flushed out and samples are taken by the Water Department. Water mains shall not be flushed between samples. Contractors shall pay a fee of $35.00 to the City of Cocoa Utilities Department to cover the cost of bacteriological tests and rmust have the receipt in hand for pressure and leakage test inspection. If such samples do riot demonstrate satisfactory results, rechlorination and payment for additional samples will be required. Service connections made before testing shall be disin- fected also. SECTION VIII. CONNECTION TO EXISTING SYSTEM Connections to existing RCP mains of the City of Cocua Water Department shall be made by the Water Department and under the direction of the Utilities Engineering Department. Any charges for connection made by the Water Department shall be paid by the Owner or tlue Contractor prior to the installation. All other con- nections will be conducted as follows: The Contractor shall obtain all required permits and notify all utilities prior to construction. Tapping saddles supplied by Contractors shall be inspected by the Engineering Department prior to installation. The installed saddle shall be tested with water at 100 psi for 15 minutes prior to the tapping to insure a water tight installation. The pressure test will be performed by the Contractor and witnessed by the City of Cocoa Enigineering Department. After tale pressure test of the saddle has lbeen completed and payment of the tapping cost has beers made to the Customer Service Department, the Contractor shall notify the City of Cocoa Construction Department at 639-7671 for scheduling cof the tap. When the Construction Department arrives on site to snake the tap, the Contractor shall provide a dry work pit and the necessary equipment to lift the tapping machine into and out of the pit. SECTION IX. FINAL CLEAN UP AND ACCEPTANCE Upon completion of the work acid before acceptance by the City of Cocoa Water Department, the Contractor shall remove all debris, complete sodding, sprigging or seeding if required by the plans, and shall leave all areas affected by his operations in a neat and presentable condition. SECTION X. TIKE SERVICE When dry pipe sprinkler service is provided it shall comply with Fire Underwriter's standards. Where wet pipe sprinkler service is used, a detector check valve shall be installed by the City at the connection to the Owner's system. The detector check valve shall be installedabove grade and shall have connections for installa- tion of a detector meter. SECTION XI. POLICY FOR CONNECTION OF BUILDING OVER FOUR FLOURS Conriectiori of domestic water supply systems servirng buildings over four (4) floors in height to the City of Cocoa Water distribution system shall be subject to the followirng requirements: 1. A fixture unit analysis shall be performed by the project engineer to determine peak domestic flow requirements. 2. A water meter and a reduced pressure backflow preventer, sized in accordance with the domestic flow requirements, shall be installed above ground by the City of Cocoa at the developer's expense. 3. The City of Cocua will provide the site engineer the minimum expected system pressure. Tine site engineer will be respon- sible for providing this information to the architect and building owner. Means for providing an adequate supply of wager to all parts of the building during periods of mini- mum pressure shall be the responsibility of the building architect. 4. Repair costs for damage occurring to the water meter due to flows exceeding its rated capacity will be charged to the owner. SECTION XII. BACKFLOW PREVENTERS Backflow preventers shall be installed at locations where dangerous cross connections may occur. Need for backflow preventers will be determined by the City of Cocoa Utilities Department. Backflow preventers shall be tine reduced pressure type as manufactured by Febco, C1aVal or approved equal, and shall have interior fusion bonded epoxy coatirng, and sflall be installed above grade in accordance with manufacturer's recommendations on a concrete slab adjacent to the meter. Backflow preventers are to be approved in accordance with the manual "Cross -Connection Control" as published by the Foundation for Cross -Connection Control and Hydraulic Research, University of Southern California, University Park, Los Angeles, CA 90089-0231. .w, . c. li _�] . ', I I � 11 �, SECTION JiIII. AS -BUILT DRAWINGS11 Iw As -Built Drawings are required for all systems to be accepted by the City, of Cocoa. As-Builts shall be prepared by a surveyor or an engineer registered in the State of Florida and shall contain the following information. 1. At least 2 ties to all valves, service lines, fittings and fire hydrants from permanent points (manholes, property lines, property corners, curbs, or pavement). An acceptable station and offset system may be used. 2. Location of mains from property or easement lines 3t 3001 s ft. intervals. 3. Separation between reuse or force mains and water mains if ` they exist within 10 feet of water mains. 4. Water main material and distance of mains from buildings or structures within 10 feet of the water main. 5. Distance from hydrant to hydrant valve. 6. Pertinent easement information. 7. A certification by the surveyor/engineer accepting responsibility for accuracy of information supplied on the As -Built drawings and a statement that all mains are within easements and/or public rights -of -ways. As-Buiits shall be drawn at a scale of 1" 100'. Areas requiring additional detail may be enlarged as necessary. Right of way,. easements and lot lines shall be accurately shown. Lot and block numbers and street names shall be included. ' One reproducible and three signed and sealed blue -line prints are required. After the surveyor/engineer has certified the locations, the Engineer of Record shall certify that the system depicted on the As -Built plan was constructed in substantial conformance with approved plans and will function as intended. CITY OF COCOA UTILITIES DEPARTMENT ENGINEERING SECTION REVISION DATE: OCTOBER 9, 1989. Note: This sheet is a reproduction of the technical provisions provided by the City of Cocoa Utilities Departrnent. TOWNE REALTY IDA11 4-21-93 OCEAN OAKS CONDOMINIUM SCAB CAPE CANAVERAL,, FLORIDA' NYS .. WATERT CI ,N.t0AL PROVIMNS JCB, NO. ALLAN ENGINEERING INC. , 92011[4 ENGINEERS SURVEYORS t -f P.O. BOX 3213 COCOA B"CH# FLOMDA 32832--1321 ©RA1MV n1EPTEL HH � 7}783--7443 FAX(407)783-5902 AES.: ,� SNT. NO, . M01 N(_ 9131 _S OF FlOR1nA J OF 9, . JUL 2 2 �_Cq?�li� �f G11�►c�{1I-�L1�5 _ _--�k-r�(IF�._.h�jta�ct{ _I���tz - ---_ - I - �' - �_._.._ __ � _� _ -�_— _ .c�azl:�J �EVIoU�-Mi�1.-��Pt►� cis���'.����n---- � / � _ . _ _ ,> 0' �r, �,, , p m J . �,• _ ' ��EFt2J:t?_PLs> U / II�"" IViso. r t 1r.Dsc --- �U i7tZ C�fzDtltlt�LPiErZZ �- itl Z0,- I-III�� - -1%��VEf1iS�TL,ih� - • �1' t-�ATEKl4l_ � �Il�t_E �IS� S�i�I_�`D- ._-- ;--- �'� � '` � - ��--� �.� � � G • �!� • '�' y/ A P1�1�� o ,. �� �� �`J : • ' '•' ��� .:�� � - _ • } /� till - NOTES: — �• ��. � � • -- � �' :� � (� - � !V - All I „ _ I p ant materials shall be graded Florida No. 1 or better as outlined under the Grades andStandards For Nursery Plants, State Plant Board of Florida, unless otherwise noted. 4- 2. Planting mix shall consist of 1/3 peat or well composted organics, 1/3 sand and 1 j3 on site �, + f �� r— soils and shall be thoroughly mix prior t �► _ I \ f,-' I J L1-2 I� 9 Y ed p o o backfilling planting hole. '/ 3. All plantings shall receive Agriform 21 gram tablets, slow release, 20-115-5 analysis. Rates of � y � ��-r �� i r \`� plication shall be as per manufacturers recommendation. 4. Law \ \ ` Q • f as shall be treated with 6-6 6 fertilizer, 100% organic, with minor elements, T is ��. a,-- -- fertilizer ll have 40-60% of its total nitrogen in a water insoluble } D D9 form. Rate of a lication shall be 20 I pp / — -- ..- /n\� a event of a di panty between the drawings and t \ _ , . •, g he plant list, the drawings shall J / \ prevail. his plantingIan conforms p h minimumstandards of the Brevard County ordinance No. 89-43, as well as the stand ' es established by the Vlera Landscape - - • .... �� \ • "• � � � \ p Standards. Any \, alterations or substitutions shall be ought to the attention of the agency responsible for the J \ �.� U review of these standards prior to con cifon. 7. All areas marked as retention area•to be se and mulched. See note no. S. � � • �� • �, _ _ , �` � .___ I � I � S. Seed,and mulch mixture to consist of 2 Ibs.pure i hulled bermuda grass seed, 3 lbs. pure �` • - i i \ live cover grassseed (red top millet oewinter rye) p 1000 s.f. Contractor shall guarantee �! 1.19 }• \� . -, . 1 �� 80% germinaf<(on rate. 11 i , + p' �� •�? -- - - - -- - - - -- - r� , t l I _ -- , V T f I I +�ej� d + I I � iJ L 1 j �� PKuN� ANv-11� F--t�oNi%�� ,, � ------ •-_ .______-_ ---1) -------- --- --- -- ----- -- •--_.---__- '-- '-_ ------e ------- __ ____ ----- ._\� -- ` Wrri� {� Et�P '1SJItil� •� i"'ls�Ct��rlf'7U �� � '� � � i I .t.- 4- &LL- -1;ZLJi4KZ _41- T0,0 LAyf.K OP h2t.�{% o►- _ -- - --- -- _ yam,, r � .....�.",�,•, i \ • -�-! ldvflt dor 4- 4- + - i \ (•a" SOIL FEKJl 10 tiDLD 4vrF_91 I I I Q _ r � ire[ �+•��, = it _ 11 _ � c� �:Av, r I c,• vU.N� . � ,l� � �� � i �, �j I - , f lig= iii ,L�+- �i J � , =ill •� lu t�rin t lir %o', t_-r�� r-.1_� � � I� ,��% � � �j �� ` �� I \ � � � � --r �. � - i � � r <— iG A �fi It moll, TFIE i - y 1RXLl{ !JA1 , �rf!Dl�f� TYi? A PLANT LIST r to , SYMBOL QUAN. COMMONNAME BOTANICAL NAME SiZH I Wall 1 a3 N TREES CONDITION ' Pr 2 Phoenix reclinata ( L D I tlti� Senegal island Date Palm 8'•10' O.A. (multi.) L11 i3 113 NA 1�3 , 1 P�r�r � 9 Quercus virglniana live Oak I 4 � i - - g 112 Quercus vlrgintAna 'geminate' Sand Live Oak 10'-12' , 11 D$N f A P , 17 Saban palmetto /2 Dt#i _ _j � Sabal Patrn 8' 12' CT \,r.t Wr 34 Washingtonia robusta Wasf�ingtPalin--•-_-- ---- •---•-_ ...�_.�_ �._.. ,, a l Pttr�r�tT tzr a �� I�fr - 18 Myrctanthes rragrans Simpsons Slower 3' 10 CT _- ' AN11 gal. (24. 0"Nt) _ _. __. _ _— _ _ —. _ ___ __� i" t! _._.._.. �xqVf� ,Rail+ .� List of Abbreviations - -1-- — - TREE POINT TABULATI 111103 WEST IIIIBISCUs BLVD Kr:v FLASTV- A�o,J SHRUBS ON �j� - wlr�aao���v� LE Cu 27 cot O.C. - on center _� __� _-_-- suite 4 soba uvifera Sea Grape 00 MELBOURNE, FLORIDA 32901 * Ivs 3g (3' a' Ht.) �. o C DBH - diameter at breast height Total Parking - 168 Spaces 3 �oKE tear► res raerr ►rUtaaorf>ie e000 �' ��� e� Sr f � Itex vomitoria 'schillings dwarf' Dwarf Yaupon fiotty 3g (f2'k18') O.A. - over all 36 Tree _.._. rV6 �v P ac 3 FV►J. NUtc� oR Sevensf - _ �__ _ _ _ -____ _ V a r Y • - - �a�xf�rga L. ati -�nEv. Sb 65 'p4/'s SawPatrnetto �' O.C. a 'VaIU@ Points .-.._.....r.x_._..-...,... 1gal .(12••18"I>t) Ht. -height 200 If R.O.W. 28.57 Tree Value Points a" �.���.� r� � UP 50 Spartina bakari gGolden ee Oat�rdgrass t gal(18'•24"t� � O.C. i,t4re�c 500 Raph pasjsII) a 38.O.C. Spr. - spread Total Tree Value Points Required 364.5 ` r3au1. rXLk,'a sTkd�i41 a b Ri 265 Ra hiUlepsts 6xiice 1 gaI(18.2a"Irt) 38• o.C. multi - multi -trunk Tree Value Points Privided r ���� �� � � � � r� � -r y �• Qe�/e �a,Mst-Itro cr�txs .• P Dwarf Indian Hawthorne � �O S � �t1oUil���L tIVE tJPTo ��4& � �I�' 3gai{15`•18"sp) Pink Sf -square foot 'r1•L`1TED� GAW. ~fil�rj t1 � J, _.—.....__._._....._,.:...-.,,.. ,,,._,•.,...v.....,..., ,x� coLis�R GROUNDCOYER yds - yards OCEAN - a�q���•�,� g OAKS CONDOMINIUM Sfax IEEE iti"'a tied 3 t 0 1-fellanthus debflts � �� � � � A , � 1 iY"--a11 • UuneSunflower liners r' .I�`11 Ir�V�ALi�.,�C�I`��1D 17: III—gj-t(j= (ten wpAp, N) SOD p Beach Mori Glory liners r A ,lll a (� _ ►P 80 fpotnoea es Ca ae 12 O.C. lit • a — _ �Mkr-p V"t4nd,+ 8500 Sterx�taphrum secudatun Floritarn S 24.0 cii_ IVS -.vce_r?,Ev Ii-40,000sf LAND-0AP LAN fSeed and Mulchv=1I See Notes ALLE.Null 1 � � � �, �� '��l��r, .�1��C... �'hd� ISN �Nr �N MEEAs r Y?P LAi� � TK � F- PLAT C' -_ - _-. �__ _ __� , ALLVI 8AWNEENIN62, INC. .� 'A7 1 -- __RAIVIISICN.S 3OFI GENERAL IRRIW I. Installations shall c Contractor to avok 2. Piping on plans Is ( pavement and strut conditions. 3. All pavement cross pipe). Sleeves sha 4. Utilize 18'+ Toro "fi 5. Locate heads 6" fro S. All main lines and z1 160 PVC. 7. All main lines and fe 8. All lateral lines shall 9. Hydrostatically test to complete coverin 10. The Contractor shall be responsible for are and radius adjustments and for 10096 coverage by the Irrigation system. 0 Toro 570 - 4P - 15F . rJ Toro 570 - 4P - 15H At the owners option, Zone 4 may be connected to Potable water source using a back flow preventer (D Toro 570 - 4P - w/Maxijet .07 nozzle r., Toro 570 - 413 - wiMaxijet .05 nozzle A Mini - Click Rain Sensor \!-/ -vv Ir1c011 1-111C1 `? 30 psi Pressure Regulator 0 Rainbird Impact Head mount on 30" solid riser LAN® DYNAMICS, INC. (407) 728-7350 ROOUC770N IN PANT O7 MOLE IS PROM 817W Wf"UT THE V(PUCfl �--� WRITTIN MNISSION FWU ALLM M EI1tC1NEMING, INC. No. 4 ' il,EWSIONS clix"D v Ne16.-i W■IF v. ME %%0 \/\JI■V VIII II V IW IVI CAPE CANAVERAL, FLORIDA IRRIGATION PLAN ALLEN ENGINEERING, INC.. Y.O. BOX 321321 COCOA 1 EAM PIWIDA 52932-1,321 TEI t{ AIE- (441)78S-7, FAY,- 1 0' 'Jod NO. Cf AhN C. P. �. rr. NO. 9 OF 9 e Ocean OaKs 8700 ROgeweod Avenue UNIT A UNIT B UNIT B UNIT E1BS, a UNIT B UNIT B UNI T D _ - — ------ - - - -lS 4' _ - f`— 16-6' 12'-G' 12'-G' --- _ -�- 16-2 ----�---- -- 16'-2' 12'-0' ----- k-- --- 15'-4' _ 12'-0' 16'-2 - - 16'-2' 12' G' _. _ - 12'-G' 16'-6' - --- - 6' RAIN LEADER I 51000 CFM EXH FAN I I 4 CGND L'RAIN PIT 16' I�/ RAIN LEADER n I 5.000 CFH EXH FAN I^ 6' RAIN LEADER C] C] C5�D6C1 CJ �� C1� 12 ri'J -- - - - GF1 GFI / GF_I_ GFI GFI }}G -FI �FI GFI GFI _ GFI /GF1 GFI CFI - V -� J- I~' x,75' \A M k• PI—� Pi F1 Pl M R T P3 P3 PA Vi 10P.3 % v TP7 % % / Pi \ I IIS �y ...• -TYP CLL I 2 1l2' STL STJDS di JYP bkD F;N'SH 2' SOLID GYP BRD PARTITII]N I � ONE HEJR RATED 2 HCJk RATED ENE HOUR RATED 8XBx16 CONCkETE 8X8\16 CLNCKETE TENANT SEPARATION BLOCK E4UAL TC RINKEk BECK EQLAL TL bAL-, TYPE T -Il RINKER TYPE 2' SCL-ID G(PSJM `EST "lo, 8-1-11 T-10 ER T -11A GA FILE # TESTS Nc. 8-2-11'r bP :311 ER No. 8--2-11A WALL TYPES G'THER WALLS ARE TL bE GI`J-RATEC STEED STULS *ITH G(PSJM BLARD FiNiSH IL' -e' 16'-?' 6' 2' 1�'-G' 12'-C• 16'-2• ly "4 - - t6' -c' - - _12'-5' -- - - -1 - -- - - 2� P2 / Pz P2 �'PE 1C',4' L -I-G' �• J' -1G' 1C' 4' 1 -G' E'-2' - -rG/ , u �i ��( ---- - -- ��---- - - �' co - TYP GFI �v GFI � I �F1JJVGFCGFIi C1 STJR STLR � ( ice__--- V > �P/ S' R w \ oICY A �IL I Ir I r9' H 1 - c y-" 1 i A i D �VLR S'ANL'P1PE I I i � l�^. STivDP:PE j ? I �•,-''i ', (;'8 A - - . 8' DCVN - - -- - ----- - y F F E FCLv_ _J `1 — D CGN.�ECT.7N -HOSE B'bB WI 7 _ kD �� �\' - MD\ a TR1CA" ! -- 4' \V8 �y FIRE PJMP RM '4 X 46 SCREENED AL JM I r X 96 SCPEENED AL.4.. ABC �I I �* T� i.tPHLNE \ ,K-_._ _ ._._ __ .� �1 1 -,RASH -r. _ ,�1, 11 I STAIR #1 VENT �CL`ER - " �I J`EN, -JU.LR /_� S_ ' ------ ----- j�' / --� - CON_ LkAIN PIT , I ~~ , fBJ1 FL CV_R fy ' J ,. '�� o} , _- .F -ti ` ,� A , FD JVEk_- i. .D _ -- 1 / 4 i L...e 4-� �, 1� FD uvER _._ ASEI;IT 1 j, - - AP -• --_ _..- ' - - Q o / CkLPPED CG'4D DRAIN P", Yb81� 1 DEME I A tri O ' 4'- -0. F1 �- -'-- I'-8' R6T' 8'__. AHI, FL IP uRA IPGE / , ECf v � c, T S - RBC:E S.S'.EM �as ! !w i/ T --� -- � CEE SITE ? 2' - 2' 9'- 4' / - „R r -- - - -- --- -' E I � APT • � -, LCJFBr 131L TO EXIST " C1 SVE LINE FD i —� I '� , � �r- . I A I P ICCMa,,i � �� � � ✓ 2A -L� y, 4' 12'-L' E -1' - DISC �14�+'�� - �j_ r _• o \ H3 31' - 6' i6 '11 -PEENED ALJM I \ / '''\•(il ` �1.J � 1 Cl,NL CRA,' PiT / V 1YPICAL PLUMBUNu NATES /" r -- ---- --- - BUILDING A FIRST FLL�G'R PLAN i $' 5,000 CFM CLEAN -OUTS A7 THE EASE OF ALL PLLMBING STACKS W,'� SIZE OF PIPES IS 4' UNLESS OUTHERWISE NOTED -cam.i _.._ —UNDER 'ROLND SEWER , E...__ .� .-- •— _� -- �. _.� .,r....i C1 I_r 'ALSO STORM .AIER FROM `. 8' TO UTF I_aiE POUF LPAINS R FLR DRAINS FROM SECOND FLJOR) J - - LNDERGRiILND CONDENSA'E- _-- C` ERHEAD SE iLR CR CNDENSAtE I00 _-J EXPLSED STRUCTLRE Ji .,c.. -- -- -- -- - -_ _'6'._•'.._ - - - --. - - .. .- - - - - - I3' -'G' . " •1P2 6 \ CC:4EDULED F;N1SH , TYPICAL I + 41 A i o r 'j�I " 24 R 96 SLREENFD At �;H - ��� o_ \ P3 'J Ifs L � - � __ \ VENT ACU\ ER ,` � • �� E P%t. I .'ic ; iE j I. — `- ; _ 24' LG HC -- -- r--- r , F ---- - FRESH AIR INTAKE --- GFI '�>,3; "•�' RAIL CENTER -AHj RAIN TIGHT LGU,'ERS K� — La"� RAIL Gid ENI \ _T — w SCkEEY ---- r E,ti ace AL'E GFI M o 16 X� f - EF 'WC�� LO-� SAUNA COMP �.__ `• �1IRR - p fl TP 19' FD �. � � �D 2 a�' �� � � . � 'tll �1.� �'Dlsc % % - /S� M 64- ,N n C Pi -- �_ -i •r --- L -�_. J_ ` ---- t --- SH\'R .r�IL SHWR ROL/CRT4IN �- 1- ----- HC ET HC TLILET •r ` AV C', W � �' , { J HC LAV --- HC `A/CI. Pi - 250 cFM e Iv sp. - 9'- 4' 3'-9 6'-8' a' 6'-8' a' 3'-11' 8' P- 4 Wh..MTD EXH FANS I NSECT SCREENS SW I SWSTCH .!/ [TES NDICAPPEP, TAIL E T Ei_E VA TICI ! TOILET - 4 F�A AREA CEILING, LIGHTING, AND HVAC TOILET AREA FLOOR PLAN - ---------------- -- ---- - 103 Y \ _ CND DRAIN PIT , 309- BF PI �A 6, R1AL4 LEAS4R � \ ci N � \ N � � r w 0�. zQ U ZO .. Q (_9 CC Z z Ia 111 Lij WCC UJ Z W Q U z Ucr� a. d d a Q o Z J. 1I = r 0 u :) LL LL Q Q w w Q OL O wLu Q Z U Z = X Z I U - QU o ��-u: C c�3 Jcr ( �d ZwYO oUL1i �z[r0 :DQO...L CD00(n u� 00 o_ J O U V L Q a- tJ`/ Q � O U rW V O DRAWN i UNIT A - -_- - r777 101'_9• BUILDING A TYPICAL_ FLOOR PLAN L- BX8X8 4LUll ROOF OF LOBBY 8XBX8' AL. JM RD SLOPE 7P "RAIN ---- - < SCUPPER - ----' I I 1 _._._.. __.. c'2'-4' _ 12'-4'- .._-__.____.._ 15 -6•-------- 6 8' -- I ---- 5_/ BELl LO RAIN TIGHT i AND SCREENED LOCATIJNS LOUVERS OF E;iPT AND MOUNT UNE 12' of �. TANKS BY lENDUR FROM CLG AND ONE 12' ABOVE FLOOR -._--- _.----9}---.-� TR 28' X 16'- CHUTE OPEN T➢ ROOF SHAFT VENT F,�HAF / OPEN TO_Q W/ RAlNT1GHT ml �'T Stn FLR\ LOUVERS AND ir, BEL2W - SCREEN------- ---- �;'------�- CHASE OPEN TO ROOF I I 1'-4' 72-4' I PLAN OF WATER HEATER ROOM TYP BETH F'UBLIU AREA FINISHSCHEDULE --' -- - --- - PUBL IC AREA DOOR SCHEDULES ------- ----- T- - T - ROOM FLUOR CEILING BASE j VALLS REMARKS / N➢TES 1, No.? DOOR SIZE D IPTIO ESCR .N �dAMB GRILLE F,R£ NOTES No.y j r i 1MTL F ?h t HLT ! MTL FIN MTL F iN MTL F 1V YIJE Hi GH 'HICK '-ABEL LJBBY CER T MFR 7-8/9-0 CONIC/ SPRAY CER T I J/4 #ALUM - ._y -#- E_ $SIN Sl -'E �M TRL li UB AC➢UST - uB PAINT OB DR,� PED Cl 3 BOARD) 6'-B 11 :. ENTRY ,W' TRANSOM ALUM BRONZE 1 G 1 6-0 �PR) F- - ----} — -� �----i- --'+,------1--—T-----,P--- !--- -- r_ AREAS JF LOBBY 2 5-D (PR> HOLLOW METAL hiM PA1NF �� (, �`� P3 �.• EXERCIZE RM VINYL I .9-0 ,GONG SPRAY WU➢U PAINT CUNC BLk PAINT 1i I I I 3.4 HR 2 L I L GYP BRD ACOUST PA:NT �' 3 3-0--- - -.. _ I : 24 k 16 METAL 3/♦ HR ;A) 3 �. - P TOILET S - HINT � VOOD PA[hT C / r S?AIRS CONIC ^B C P _B -r------1_ _.._ I� C NONE * +c I t - i -f'---- ---- ---- �---�. Y r- C-.-__ - CUNC NONE + LNC BSK ,.KIM COAT - _ _- - 4 -j3-0 1 I �._ _. ____ I,'? hR +___ 4 1 (�� 1� ✓ 1` �/'�.✓� 1 SEALER - C _ - - __ _.-- --- __ PLASTER S 13 0 'I ..f I ALL O'HER CGNC I SEALER 1 JARIES ICU NONE NONE - C[INC BLK 1 YPIC4L 6 3-0 S SPACES 3/4 HR --- --- ----L--i----l— — i --- - — 1 � 1 � I ACCESS PANEL j MTS ,PAINT r1 1/2 HR I 1 `•.. B 3-0 6'-8 1 3/4 HOLLOW METAL j HM 3/4 HR 8 "S I �.. �. '--------- '_- �'---t2-8-----t HOLL..J-METAL - I------- I-----�-------..{9 } --------- --- ---- ---- - - - --,.. 10 2'8 OLID CORE VL'OD... _- yD T----- --_.._ -10 / rj — 1 s t ------ r �,� - PUBLIC AREA WINDO .Y SCHEDULE :, Z B i '4' SOLID CfIRE WUUD v/D i ! IU/C FAIR AIR 11 1` ` - - -- - -- - I 2 I 1 3 8 'I V AL. V - r_ -- - - I CAB W/ No IZE OF SCRTPTIUN FRAME/F iNISH - - - -- _-- FJ LOU✓Ek -- WD I h - }12 . $TANL'PIPE- GLAZING F'RE NOTES -- No --- - -- �,- IL t-__- _ __ a I 13 B-0 SLIDING GLASS ALUM -�_-- ------ rtEF / - - ----- PAT ING - I - 13 14 118-0 7-0 -- GARAGE 'MTL X 6--0 FIXED OI. ASS (ALUM - BRONLE ' BRONZE LINT # Ate' 15 NOTE cB) - LLEVATCR UCCR MTL -_- - -- - _ -- - - 1 12 HR NC'E (B) 19 ,B 3-10 % 3-0 TOP HINGEDIN-SWING;ALUM - BRONZE BRONZE TINT '* B �16 �2-4 I6-8 �1 3/41, SOLID CURE WOOD JD FJLL 'i -4D C 13-10 X 3-0 FIXED 1ALUM - BRONZE r ! 1 FADER NOTES --------1— .. _._ 1 i tii \ 6' RAIN _ 1BRONLE INT ___-----.__.L -- ----- C GENERAL NUTFS P 3 2. B EQUAL TO ACORN BRAND SERIES 978 IOR DETGING. � !3. SEF SHHET 8, ELEVATIONS OF BLDG 8 FOR DETAIL ELEVATION JF B AND C � 11. FIRE RATED DUCKS ARE TO HAVE CLOSERS AND RATED HARDVAFtE ,,\ P� r ' I 2. EXTERIOR DOORS ARE TO HAVE MAX 1/2' HIGH TRHE^>rH10LDS 'a/ VINYL WEATHER STRIPS N 4 _ UTES > t (A) PROVIDE LINK ;7h DOUR LOUVER (B) PROVIDE CODE CUNFL'RMiNG FLE✓ATUR DOCKS -RATING INCLUDED FOR REv;EV PJRPOSES ONLY pg REF ' F4 �oo s \t� , 9309 AFPT N c Lij O CL ^ U Z W N /W V LL Q = Q O 0 u to • QN w Wuj X Ovo DRAWN CHECKED 1 Ca DATE SCALE JOB NO. SHEET _ 2 22 OF SHEETS DRAWN C'4 CHECKED DATE SCALE JOB NO. SHEET 3 22 OF SHEETS 111 UNIT A UNIT B UNIT B UNIT E UNIT B I �— UNIT B BUILDING A — WEST ELEVATION SEE WEST ELEVATION BUILDING A - NORTH WEST ELEVATION UNIT F UNIT G UINIT G I UNIT H PARAPET - N AND �' h�T STAIR BEfC1P41) L�L�l__ I r F R i 7-71 C TTT T r T TT 1 II T T I T X11r 1 � • 4th FLR _ .. " 7,�- -, - -- 100 00 J - -- -- - 1 3rd FLR � 1 L--, _ 1L11�1i - = - -- - I 2na F1_R i GARAGE �'E N SEE CAR P[AN 7i 1 s t F L R DOER BEYLND 2' o' 41-U' t--- - CL'LUMN PARAPET /- WIND JW BEYCNll UNIT A UNI T H 4'-G' _ PARAPETj ROGF A -_ �I E i r_:- - STUCCO LIN - j T-� _ - - --- F, F77 ---- r- k- L—F cnL�MNs 1 11 I I L _ ,L T _ T — ? Ti T - TII = ri, „ilTir T 5th FLR _ 3 3 J� 1 ' �— STUCCO ON - 1 I i CIO 1 F T,T - �1 1 4th FLR - ��� ------------ - -�� (� 1T T�(� ._-� �- __-- - i -� J1' �r - -- — - - - --- - -- - -- -- -- 1' - - --- ��II� 4tr _ I - -, F�_= --- -, -- r —_ - f, _ =j j -- - LR �- cc 1 C_. 1 C._- -- - �. .. _ --- .- --. i �. y�=1 I .— �� I'� �h�--�i ' �_ l- 11, T ITI, 777i ( ,TT T,T _�� - - - �� 1 1 3rd — -- I - - -- - - ---- --- --- - - 1T k _' _ �__. F=: L T771 -11T ------ 17,11 T'„ ,,T -- - - -- T' -- --------- -------- --- J I I T - —� - - - - --- - - - - -y 3r3 FLR -- -- 1 -- r I [�JITT7T-11T a - 2nd FLR � 1 I T T 1 1; -� T- IF € � } � �-- GARAGE uv � i - - _ _ = _ -� T�T� ir,lit ?� I L --- �I� �, --- _ - -- - - _: - _ - _ -T_ I II - -- � -- -�- � End FLR r II S, ul DR I 7 • �� i I 1st FLR jLdL I IS SLR -KEY PLAN - BUILDING A - NOR TH END ELEVA TION --- ---_ -----_-__-----_-__- - .--_ ------ BUILDING A - WEST END ELEVATION 9309 4EV2 �TO L 0 U �- • w U C (V L � rW 2 V w 2 U Q O in o Q N w LU X 0U DRAWN C. r l CHECKED DATE SCALE JOB NO. SHEET 4 OF 22 SHEETS o. o �cr- 0J LL of U cr; V / z U OL OLQ U 1� U� S/ DRAWN C. r l CHECKED DATE SCALE JOB NO. SHEET 4 OF 22 SHEETS EJ 9309-AFP1 M UNIT C , 28'-6' UNIT B CONDENSATE DRN PIT UNIT B 6 14 O 24'-0' I 15'-0' 82'-0' ' � 1 CUNDENSATE DRN PIT 185'-0' UNIT E UINT B UNIT B 28'-i 9'-4- UNIT A 28'-6' 311-61 -6' myyr 44 �-CGNDENSA / _DRN PIT ! 1 / o 0 cN l� Z _ °C z J Q n Q z0 .- W CL W `w) LLJ (Dce pW Y 5 0 z� a° a U Q >= w J N _ CD v u `'' >- cr -- z V) LIJ�~ • mQaO az�z u (AFS=B V O0Za mocncA DRAWN CW CHECKED M� DATE SCALE JOB NO. SHEET 5 OF 22 SHEETS 6 9309 AFPT UNIT C RAIN 'WATER LEADER —, Tn� it it T7 UNIT B UNIT B I UNIT B RAIN WATER -FADER —1 UNIT A )7- REF�� 0 P P1 i 0 Pi P3 P3 P3 r P7 T j F_ o Cl 0 7- 1 RL r u REF Cl c __j r4l 7 1 S7 ANDPIPE ANIT �TqE_ YXI L 7 Z I ! CAR vl)� FLIK:R DRAIN AT 2^01 FLR \0 ONLY - 4 CpL FJR;�fl) AREA F7'IR 'V'RINKILER C(INT HAVIt,RY SYS 'LOEACH F�R - 5th rLR SJRFACE PLIUF ED 8' H111 jRB EC '4D C;..R At 2nd FLR I AT :1 FARAi,ET AROUND \,TL L jNCi JDE KT AND D SL:)i,E TO DRAIN ONLY R04 FL,� •'Dl ATf-R Pill'45 - SHUT- 'IF F U EN f REM 2,)ci 9, a, �AL�fS �­' ACCLSS PANELS T _XR LA:,i 'UNIT TPHRU ROLF rT F,,R '.�ALR P.. INS 1 4 --:---7o - ID CHAS, TO URA:N P4 I V _7 i .1 . I - -RD ­ tool- T 7CIIAS� Pi + + It24' X 36 SCREENEDNl- 7' 4'7' 7'- 4' ALL,M Lkt'..LE -AIe?, 4- T SLJPL RGUF TO DRAIN LRX6>8 ALUM SCUPPER REF TYP _T 7 A 0 4' 31, 61 u BUILDING B TYPICAL FLOOR PLAN STANDPIPE AVD F:RE EAT, 10 La CA3 w 16 _8' 7 7 T T I Tj P4 01 DRAWN tl_ & CHECKED DATE SCALE JOB NO. SHEET 6 OF 22 SHEETS UNIT B UNIT E RAIN 'WATER r LEADER —, UNIT B I UNIT B RAIN WATER -FADER —1 UNIT A )7- REF�� 0 P P1 i 0 Pi P3 P3 P3 r P7 T j F_ o Cl 0 7- 1 RL r u REF Cl c __j r4l 7 1 S7 ANDPIPE ANIT �TqE_ YXI L 7 Z I ! CAR vl)� FLIK:R DRAIN AT 2^01 FLR \0 ONLY - 4 CpL FJR;�fl) AREA F7'IR 'V'RINKILER C(INT HAVIt,RY SYS 'LOEACH F�R - 5th rLR SJRFACE PLIUF ED 8' H111 jRB EC '4D C;..R At 2nd FLR I AT :1 FARAi,ET AROUND \,TL L jNCi JDE KT AND D SL:)i,E TO DRAIN ONLY R04 FL,� •'Dl ATf-R Pill'45 - SHUT- 'IF F U EN f REM 2,)ci 9, a, �AL�fS �­' ACCLSS PANELS T _XR LA:,i 'UNIT TPHRU ROLF rT F,,R '.�ALR P.. INS 1 4 --:---7o - ID CHAS, TO URA:N P4 I V _7 i .1 . I - -RD ­ tool- T 7CIIAS� Pi + + It24' X 36 SCREENEDNl- 7' 4'7' 7'- 4' ALL,M Lkt'..LE -AIe?, 4- T SLJPL RGUF TO DRAIN LRX6>8 ALUM SCUPPER REF TYP _T 7 A 0 4' 31, 61 u BUILDING B TYPICAL FLOOR PLAN STANDPIPE AVD F:RE EAT, 10 La CA3 w 16 _8' 7 7 T T I Tj P4 01 DRAWN tl_ & CHECKED DATE SCALE JOB NO. SHEET 6 OF 22 SHEETS PARAf ET 4; IIRucF I I ELEVATOR TC4'ER j BEYOND ----- - PROJECTED BLK ------------ - ---- STUCCO ON CUNC BLK SCORED ROOF SLAB JOINT L _ II — STUCCO 014014 CO` _ L [ i I 1 �I T111C BLK 1iT11 111, T' _ �tl FLR I I',' _. 'CCRFD SLAB JOINT a FENTHLA)SE _ L I1 1 �I TYP PROJECTED--- - �— ,, , 7117!111 1 TT T'tT-- , 4atn F_k r 11 Fr I ,I' r ,'I ' I T ---- _ lT:t ' I Y—_ 17 �1 �3r FLK T 1 -- 1 � L - 1 - R PnJ SLK �- - 1st F R II -'- - - - --- --- it y BUILDING 'B' — NORTH ELEVATION 1 CESSED ?EA - V' PROJECTED BLK -----. -- 8x8 4LUN E — STUCCO ON CONC BLK - - ) SCUPPER k TYP L SCLRED ROOF SLAB JOINT _ _ 1 --r-- -- __-�-- --� -- - .__ -- _ �1 I j 1 fjT,T.,i1, '11 iT17 f'1i1i11T1 TTi T 111111 ----- 1 it 1 j,T. TAT i11.t.:T1,,j y- ., X11.11.-111- :-- 1 111:.1.11111 111L1 II 111 ';j 1 IT T 1 ---11 11:1..ul ---- - j„ j - i17lT 1,T 1 TtTT,r �., _ _ ,I 111 T T-1 F-7 F7 +1,.,1 ...:i.�i 'T Tr? -T _---_ �— _- - _ ___ _ -1i f •i`1 11_1:11 FF, d � _F] - -..i. 7,711-77"1 -i- :-' I _.. '.. I. - _ !� 777'7_-� I .. .1I 1 L 1 T T 1 .� TT Tt t t,T 1.1'1-Tii,., , .IT7,.1 I I I( I 1_1111 ._ .11111:1;_ I T 1,"+„ i,r 1.T. ,7,.T.! ."T „ t, ,.t, �' 1111 i ---------- -._-`-,�i I! GAR EXFIAUST FAN SEE G.:R PLA, L _. J f- - R414 WATER r - °TJCCC ,IN BLK j LEA ER EE S!TE PLAN L L' F LR PIPING I - - PROJECTED BLk --.._STUCCO CN CUNC BLK I ELE.ATCR TOWER BEY IND �AKAt'E T I SCLkED RCL'F SLAB JOINT I rt :. ,... 8)'8 AL UH --rf,'][jF TO rPPER y v- -r ----- , : - - - r - -- -- - r - - - -- -- - -- -- + ---- — -- -- --- -- -- ,,,T. . I ; j1: .T I l _ 1„ 1r nth FLR T,,,�•.T, _ 1111:1., i- u _ I I � I - �- � ._11 '1111,,.1,. PF�.T1iOl;SE r r—_ -r • -- _ _— .---- -- -- -- - --- -- - ---- ---- - --- ��_�.-- _ _ - - _ _ ll - n„-,i�1r,r„ TT _ T - ,,. 11. r, '111 T.1 i r -Tr, 11']FT.ltl t FTr -,� _—. - - - r ., �_..--�.:_..� J�__ _. 1.� _ .1 _ �. l� 1 �1 (� [ I''I' 4 th ��R ''i.iI�� li II rl*'111 !1,ri„ 1!'I •T• i. .I.,,,,•tt, , T.. r. t.. •,+ I la � 777,4_ .Il.. ice. li ll.�i111.1 .. t - - T iF�T.,_L11,�i1..r.. 1 1, - T T_� .,, �' n - 3r:�_F,-_ lii.lai�ll.:�li I 1 I i •. i , I 1,1_,17 1 T4' a 1 i �1 I T.T. ,TT, ;., I_ 1[I 1 �.T., trr+ t, -Tr• :---- r. r L it i _ x�nJ FLK 1J 111 ,1'.11' 7711. li..l.:1 ''I i' I ,t ,r-- -' -- - .il• „'�iT".I•T„•T1 T•*•,i�.,.,,T.j1T L -- _ :. ii ;�.� : 111111 �I I , 1 I GAR EKHAUST FA4 ~— ,m, + SEF GAR aLAV GAR EkHA_ST rA.N p 1111 rI `.,EE GAR P_Av RAIN CATER t ILADER 1st FI�K .,EE SITE Pt A% FCR PIPENU BUILDING B — EAST ELEVATION rr _ l t_p - -iv j 93094EV1 0 I 0- 0 r\ U CW rM G � w J Q) l=1 V u U5 • oNw wU-- F - W :Z X (�Uj ° V c Ed DRAWN vt” a 9309 4EV2 11 6 UNIT H PROJECTED BILK 4'-0- STJCCO ON BILK SCORED ROOF SLAB LINE PARAPET RUUF 5th Fl IT I, 4th FLR II 11 T I T T FLR j CID T, 2l FLR T A' 1st FLR R11LIF WATER HTR RUD'-i 8' 2' 0' STUCCO �RI)M SCORED SLAB n STUCCO ill CUNC BLK TYP SALC Typ BEYUND 7 fTIJ171 JTJI1Tl LILASS AIL UM TRIM PANEL 'a ,INDO w FRAMES ��I / \,/__ _ �'� DIM CTAP 1 0; T 7' ITT�ITT] di LIFF r -A ED LASS 4 L ELEVATION OF ELEVATOR TOWER S TUCCC CONIC Bil PROJECTED COWPIN SCORED SLAB LINE TP F71 41 L 7 SEE ELEVATION THIS SHEET UNIT B UNIT B UNIT A V� IrL I I IF— T_ 77 Ll �7T _1T - LTi f T -T Tj E Tl J,ill 1T Luh r T F—_ 71 1111 _ 'T, F 71 r _ _j T 11 FF=�_71 stuccc Jj �T CUNC BLK T(P TjII 1 ILL r— SCCRED SLAB LINE _17-7-1 I 111TT T—, T" 17 T ILL L GARAGE VENT SEE ELEVATION 'HIS ^HT > SEE CAR PLAN LF BUILDING B WEST ELEVATION UNIT H UNIT G I UNIT J UNIT A L I PRJJErTED BLK 01 STjCCO :214 BLK 0- 2' SCORED ROOF 'LAB LIIJE PARAPET I RDUF T_ 7 Ll L J I �,i HI i p_i eft Ill. -ll —171 71T 77 L 'T T frrT-771717 L 4 T Fr— T I,' T T T1 I 7jTj7',7"7177T:I II 11 T111' Il T�Tj li� � 111 ;:� IL T� A _T_', �J" -7' 1 T A 11 71 ! T I ill I -7 T 7�. - T, T1, J FL j rL_ 111TIT7 L - 'T < ',#�PA61E ',ENT L'IBBY SEE_ i SEE GAR PLAN FLE,ATICNS THIS SHT -T L - I j__._ - L! 6' COL BLK ANNUNCIATOR PANEL 6'-8' ALUM ENTRANCE IN 8'-0 OPENING J1ii ENTRANCE ELEVATION_ - S TUCCC CONIC Bil PROJECTED COWPIN SCORED SLAB LINE TP F71 41 L 7 SEE ELEVATION THIS SHEET UNIT B UNIT B UNIT A V� IrL I I IF— T_ 77 Ll �7T _1T - LTi f T -T Tj E Tl J,ill 1T Luh r T F—_ 71 1111 _ 'T, F 71 r _ _j T 11 FF=�_71 stuccc Jj �T CUNC BLK T(P TjII 1 ILL r— SCCRED SLAB LINE _17-7-1 I 111TT T—, T" 17 T ILL L GARAGE VENT SEE ELEVATION 'HIS ^HT > SEE CAR PLAN LF BUILDING B WEST ELEVATION UNIT H UNIT G I UNIT J UNIT A L I PRJJErTED BLK 01 STjCCO :214 BLK 0- 2' SCORED ROOF 'LAB LIIJE PARAPET I RDUF T_ 7 Ll L J I �,i HI i p_i eft Ill. -ll —171 71T 77 L 'T T frrT-771717 L 4 T Fr— T I,' T T T1 I 7jTj7',7"7177T:I II 11 T111' Il T�Tj li� � 111 ;:� IL T� A _T_', �J" -7' 1 T A 11 71 ! T I ill I -7 T 7�. - T, T1, J FL j rL_ 111TIT7 L - 11 BUILDING SOUTH ELEVATION Fj .0 5th FLR ml 01 SII 4th FLR 3rd _F LR Dl CID 2nd FLR —t-- Ist FLR 00 U 0 DRAWN CHECKED DATE SCALE JOB NO. SHEET 8 OF 22 SHEETS 'T < ',#�PA61E ',ENT L'IBBY SEE_ i SEE GAR PLAN FLE,ATICNS THIS SHT L - I j__._ - L! 11 BUILDING SOUTH ELEVATION Fj .0 5th FLR ml 01 SII 4th FLR 3rd _F LR Dl CID 2nd FLR —t-- Ist FLR 00 U 0 DRAWN CHECKED DATE SCALE JOB NO. SHEET 8 OF 22 SHEETS ur L RD RD Lil � I ii -- / --- --- L I � ROOF MNTD A/C COMP W/ WP/GFI OUTLET r, _ Fu IFA L J LAC AC� �� AC� 4C� AC ACS TAC �� �AC 4X6 GUTTER rAC1 �AC�, LJ _ � - 3X4 DC`NMNSPEUT j I W/ SPLASHPLOCK LI- �\ WATER HEATER OPEN 10 2nd FLR �r OOBY ROOM ROOF 1� _ _ -- TRASH CHUTE w VENT ✓ENTS FCR dAT ER ROOF EXP JT - T 0 HF,ATEkS TO BE LCICATED BY ENDUR / LOBBY BLDG EXP JT ROOF I a I c- 0 0 u i' SLOPE i - �AC` AC I I 'PER --------}- -, LCJ tAC LACJ qJi l I 06 GUTTER W/ 3X4 DS TO' -- -- SPLASH BLOCK ; T TYP c� i-� STA:k � IOWFR � l-- R[]CF I L-----� 4' WOOD CANT -- BUILDING B - RCJCJF" PLAN I -—J -------- ----- ----- _ -- r�i - riACl - - - - ._ MOUNT LCJ tAC LACJ qJi l I 06 GUTTER W/ 3X4 DS TO' -- -- SPLASH BLOCK ; T TYP c� i-� STA:k � IOWFR � C[]NT AL UM A[JGLE (jNT SEALANT ANCH 16' ❑/C \ TO lw'AL WALL FINISH L L METAL CAP J FLASHINGt I FIBER CANT LA>r�II�JC LE_rAI� 1/2' = V-0' 2X4 - EQUIPMENT EQPT ANCH1BPLTS IN EDEAS CEMENT 2X6 — \ ALUM CAP FLSH'G COMB FLASH'r, FELT BASE ' 4% o C RUUF FEALTS SHG FELT BL ❑CKING --J l-- R[]CF INSUL 4' WOOD CANT -- BUILDING B - RCJCJF" PLAN -—J -------- ----- ----- _ -- r�i - riACl - - - - ._ MOUNT 1i 16' = 1'-0' CONTRACTCR'S OPTION -� - -s -= TYPICAL NARK TO VT _--= INDICATE A w 0- - DRAIN PIPE 9X8 SCJPPER - {? 4' ABODE THE 10' X 36'+/- PER- PVC ROOF SURF"AGE PIPE 6' SLOPE E---- tTYP - --- STAIR TC'WER ,,` GUT & DS 'R ���� r IJ ,H�N�A�F- �,�,�_CUL_�rICJr,IS REEF AREA = P0,300 SF PARAPET AREA X 0.5 = I,.;00 SF Ti]TAi_ E1,800 SF I 21,800 r 8 l - 4'3,600 ',F ADJ:JSTED RLlE AREA USE 5 - 16' LRAINS C67,Su0 SF CAP, ,I"Y: C[]NT AL UM A[JGLE (jNT SEALANT ANCH 16' ❑/C \ TO lw'AL WALL FINISH L L METAL CAP J FLASHINGt I FIBER CANT LA>r�II�JC LE_rAI� 1/2' = V-0' 2X4 - EQUIPMENT EQPT ANCH1BPLTS IN EDEAS CEMENT 2X6 — \ ALUM CAP FLSH'G COMB FLASH'r, FELT BASE ' 4% o C RUUF FEALTS SHG FELT BL ❑CKING --J l-- R[]CF INSUL 4' WOOD CANT -- L--- RUFF DECK A/C AND EQUIP ROOF MOUNT PIPE TLPPING CONTRACTCR'S OPTION A PRE-MANUFACTURERED MAY SUBSTITUTED VT 1 Ll 3' VENT d/ - i' MIN SOIL BUG SCREEN co VER 20 MIL VISQUEEN PIPE TLPPING VT rONDENSTATE --- DRAIN PIPE 3/4' LUL -ELY PACKED CRA,'EL {? 10' X 36'+/- PER- PVC i! PIPE 6' CONDENSATE DRAIN PIT NO SCALE F'�I�AL.,L'INT C']'�✓ER _77_ — -- PT 'w= BLOCKING REIF EXPANSION JOHN T 3/4' 1'-C' HEAVY ALUM FLASH'G [JN PT BLOCK'G —� WD CANT Li -� .✓D BLKG �— THRESH'LD W/ VIWL INSER- POSITIVE WATER STEP F ROOF AND -- CONC SILL INSU'� TRAFFIC GRADE TEPPING PAD TO DLIURWAY ROOF -TOP DOOR SILL 3/4' = 1'-0' 0 REVISIONS t3 ' �T C N`1 CHECKED DATE SCALE JOB NO. SHEET 9 OF 22 SHEETS DRAWN REVISIONS BY VENT AND WEATHER CAP VEREIFY HGT f ABOVE PARAPET W/ VENDOR INSULATION ON STAIR TOWERS AND WH ROOM ARE TO MAKE SELF-FLASHING GUTTER W/ SLOPES ONLY - NO R FACTOR BASE SPIKES AND FERRULS REQUIRED SEE ROOF PLAN FOR SIZE m i cu a 15'-4' 6'-5' 4'-0' 7 TREADS AT 11' 8 RISERS AT 6.5' DS W/ 3 STRAPS—> P HOUR RATED CONC ' AND SPLASH BLK BLOCK WALLS - m WATER HEATER AROUND — —> ROOM m R AUM R HEATER SEE RAILING DOWN o r DETAIL BELOW a IY PLAN SEE OOF 1 FOR THHRESHOLD V v DETAIL HANDRAIL ROOF ROOF I • BOTH SIDES - . - . - - IJJ C+ TYPICAL o \ / LjJ a It `r o / �; TYPICAL EXTERIOR w STUCCO FIN 8' Y CONC BLK WALL 1 �� FLUSH SPRA SEE STRUCTURAL _L FOR BLOCK REINF HEAD ' AND BEAM LOCATIONS v a AND DETAILS-- i 4th TO 5th FLOOR ONLY z�_ vi • 1/4' = 1'-0• SPRIN ER AD / E-- SEE STRUCT FOR \ S � ~ t1J N W FLOOR TO FLOOR 9'-4' BEAM LOCATIONS -J / EE STRUC'URAL N C� ►- 16 RISERS AT 7' DETAILS AND OF CONC BLK AND N TWO RUNS OF 8 RISERS CUNC BLOCK FOR REiNFCRCING ' a w LOCATIONS AND _ W DETAILS 'IF CONC = a A � X — 5th FLR REINFORCEMENT — — — 5th FLR — -- L— 5th FLR _ -� \— BEAMS t_ 2 HR RATE CUNC BLOCK \ AROUND co a+CD OD 4th FLR 4th FLR 4th FLR - - - _._.-._._-- -- iD ao �� co �o co TYPICAL FLOOR PLAN 1/4' = 1'-0' FLOOR TO FLOOR 8'-8' = 104' 16 RISERS AT 6.5' = 104' / \ TWO RUNS OF 8 RISERS 3rd FLR 3rd FLR 3rd FLR —_-- 15'-4' T j� l 3'-4' 3'-4' 9'-4' F L� 2 HR RATED �� �� e x BLK WALLS 1 y y TREADS AT 11' /\- y v D -- SPRINKLER i �. — _ — _ x D co HEAD EVERY -- — _ --t GD i SECOND FLR r / i. r:' o �� - 1 1/2 HR D❑❑ 4'-u' -\ 6'-5'�_ _ _ 4'-0' -- o W/ CLOSER i•� -_ SEE SECT H _ / Y cu ~ FOR TYP EXTERIOR 2nd FLOOR 2nd FLOOR —4—• GALL 2nd FLOOR — _ \, �— ID Q SEE STRUCol T FOR l i0 BEAM LOCATIONS % \ SEE STRUCT FOR AND REINF OF 1 SLAB AND BM DETAILS \ 1 0 O WALLS ` 1 1/2 HR FIRE �G Y COORDINATE SILL - - RATED DOOR L Y J JAMB AND HEAD DETAILS BEYOND /' \ 1 W/ ELEVATOR VENDOR \ coo ��" C- 2 HR RATED m \-. . _ _ _ -. _. -1 - - n /�� -f \ CONC BLK WALLS V L' 7 TREADS AT 6.823' s x 8 TREADS AT 11' 4'-0' 7'-4' 4'-0' GROUND FLOOR PLAN 1st FLOOR _ 1St FLOOR 1st FLOOR — � _ — _ — _ _ _ _ — �w 1/4' = 1'-0' C3 pO FLOORTO FLOOR = 9'-8' = 116' LITE 17 RISERS AT 6.823' o LADDER I I IT i ONE RUN OF 8 RISERS �- ONE RUN OF 9 RISERS a OUTLET ELEV PIT _ F ELEVATOR TOWER' TRASH CHUTE — H TYP STAIR TOWER W PICKETS 6' ❑/C 10 i/4' = 1'-�• 10 1,4. 1'-0• 10 - - ---- --- - -- — - - - - -- - i 4, 0 0 ~ 2' CLEAR MAX o � , i W fu t V) E� DRAWN t� 'IN CHECKED ID ;? M DATE cq f SCALE RAILING DETAIL JOB NO. TYPICAL STAIR DETAILS FIRST FL011R RISERS TYPICAL RISERS SHEET 9214 OF 22 SHEETS 15'-4' 4'-11' 6'-5' 4'-0' 7 TREADS AT 11' 8 RISERS AT 6.5' DN HANDRAIL �- BOTH SIDES TYPICAL DOWN i d ro j HANDRAIL BOTH SIDES � TYPICAL o � � a / v i NTS I \ I DN HANDRAIL I \ I DN HANDRAIL �- BOTH SIDES TYPICAL i UNIT A = UNIT H SIMILAR 1/4' = 1'-0' UNIT A IS AS SHOWN UNIT H IS 7' WIDER 7' IS ADDED TO BOTH BALCONIES BEDROOM 3 BRKFST NOCK KITCHEN LIVING / DINING PLAN CRIENTATIENS I � I UNIT A BLDG A 1--- l UNIT A BLDG B SEEcVOTFn UNIT H BLDG A T co CD ----- _ 5'-G' 4' '-G' 4' 3'-0' 4' 6'-0' _— STORAGE AREA FOR UNIT H IN BULDING A IS 2-4' DEEP W/ DOUR #5 (2068) SEE UNIT G PLAN N _ ---•e--��-..- �- c . 17 `� f x x ♦ .c -� ._ { X n - \, i%� - - SHOE 6,_, . — -- 8' -- 5'-4' 8' 0 13'-0' _ 4' 10 CRACK j _ 4'- 2'l0 - - -- - _ iu 1 W, I. CLOSET x x -j --- _ N 0 zti / ti STCR t - r vI co X 6 0' 4'`_ 51-01 _ G� -- — a 14 v x a al - -- o W.I. CLOSET I - -� - + u �c - o i � �0 FRAMED MARB / SHOWER e �I CNTR - BATH 2 -� �� oG� BEDRER_',1 I BEDRUGM 2 A ------ 2° I`- U N 40, �('- oN I EPA ml t - --- -- - jI M BATH 15 SINK --�-� - CLOSE' LINEN -o -t _ _ 5 SHLV o �- o - BATH 3 �, R 14 s \ -- m UTILITY �� 4 ^� -� �_ s & 2R bl I - -� ___ 4-4 1 O J �- A (o o �J \ CLOSET }4-�t �� 2-�� 1 + } + -- --1 o - N MC MC _ ° -------- - - ---- b' - 5'-0' 6 9'-b• 4• 5 4• 8• 2' 4• 10'-8' 4' 4'-G' 4' 1' 6' 4' S'-0' - . _ _ _ - I - -- j - _ - - 1 �� CER TILE �I CER TILE MID r _ t 4'-4' -0' 6-J' I _� -- FOYER - --- - j T oz/ ��- I, I o- ----- -- -- -- - -- -- - — �I!-- ---- - - - -- - — I I _ ANS2�LAoSBLOCK »ALL( I- - 8- RET AG ALal -�1 ,� �l j i I _3'-0--------- T=4----- -3 4����I� -4 - , �0'n , 12-6. --- - 10'-4• 1 15'e' j �I PALC.._ / I ti KITCHE -�--' /19� o BREAKFAST ti N ��' o -- --- BALC[iNY i \ BEDREEM-3 i , NOOK ---- J DIN IIJIG - UN b 0' I 1 I I S li I i i REF -r----- I �' IT A I -- s _IH -r ;DI jl O o BAR 5 0, N , --- - -- - -� -- -- -----k cul I I I o I I I DOOR � F E R zo I n. , w , o 4- I �!L 2'-0• 4' 0' 9' 9'-4F' 4'-0' 4'-U' 2'-b' b' 6'-5' 3'-G' 2'-8' 14'-4' 6'-U' 3'-8' 2'-8' 1'-4' 6'-0' 5'-8' 3'-4' 2'-0' ` -------- - -- __ -_ ---- --- -- - _- -- - - - � -- - - --------I - -- L -- ---------- - - - - _ - B L D G B r- --- -- - --- --- - - - -- - -- - 1 - - - - - - - - -- - - - - ! J l LIMENSI❑N.� IN f ARENThESIS i � � __ _ ARE FCR iJ N I T H -- - -T- -- - - ----� J ' 27'-0• I WINDOW SCHEDULE FOR UNITS No. SIZE (DESCRIPTION FRAME GLAZING - FIRE NOTES No. FINISH RA IVO rsBOTTOM,.ASH- SEESPECS SEE SPECS -' YAA 4060c ' NONE (4070 TOP FL,7�d CVLLT IN 8'-0' LINTEL A 4070 SEE NOTE A -- - B 4040 ? B C (PR) 3040 C D 2040 D E 2030 E GENERAL NOTES_ -- �----- ----- -- --- — - - --_ --- - - _ �_ .--- -_ - _---_ � _ F T❑ SUIT FIXED SIDE LITE ENTRY TEMPERED F AAMA STANDARDS ARE USED FOR `JINDC`.d SIZES - MASUNRY OPENING WILL VARY BY �14NJFACTURER - MASONRY OPENING SHOWN ON THE DRAWING ARE NOMINAL. 0 9309 -UPI Ids --- 3-` -4'-0' f -31-R,2'-8' B' 6' 0' 3'- ' 2' 8' - - - 14'-8' 6'-0' 3'-4' 2'-8' 1-4' 3' `T : •TT��-i- i-�rrfT----QTY r+rT--.-rTr-.--T+.�-.T r-^r?-�--T.r T �T'.`_ _- __ - --_TT^"..,_,..T.'_'T' _ _ _ _ _ _ __ `.^'.`.�'T`--r--••-�-T -_ _ -. �-' _- _ _---. I J 0 - e - - - - -- - I oj J PANTRY I ul '------- X11 � 1 BAR REF -- � BELRDEM 3? -T ----- �I' - ----- -- - --- i'"-" KITCHEN 27'-(,' � 4' I ---------------- -- -------1 - ------ - ---- - - ----- - 2'-;;' 4'-b' 3'-G' 3'-4' � I 2'-0' II 1'-4' I I I m I Ili --- BREAKFAST N;Ei'K(� _ - 3 ti I� ___ �� t --------- — I L-� �"� - it lP I I wa DINT��G r BAl C_':JNY �--- � �! CLASS BOCK WALL- oI I AHL; D= I �— — CER TILE--- 8, --- -- CLOSET J+ -- -- — -` r �� - -- - - - I Ln DIMENSIONS AND FOYER DFTIALS TYPICAL - SEE JNIT A BLDG #STAIR #2 ?'T?' - ----- 1?' -0' �I' L} T-� 2'-a• s' -o• s-2• / .� -� - ---- - - --- - - -�jr- o L � _ o A . '-----`�� ---- - 4'-a -__- ' -- II \ 1-- -_T I 1 6 2R o 01( ; i`° i �MASTER L_ �l I -_, ;- SPA M BAT HI - of _ I /I I 16'-6' II I E BEDREO� M 2� � BgTH 2 T aI ���� r U ILI TY —� ;i C \ III I u li - I �� 1 = .I -J HC'«ER / _ I -- ��' N �.� / 3 o¢ _ L�-� D`-'-- �V I W. 1. CLOSET j ---- -- � (1 L 2 N 13 1 \ u " lG STER �o o� FOE _ wu I--- ----- RACK { y; .\,�-r \ / --c-�- fir- t b� -+r -^--,r -' ^ T - r T?.- �- e . - - --- \. i`=777/7,11"',ix r -�-- E-- �- COL ! .- o I ------ --- 10'- 4' 60'-0' 4'-0' 2 -'- UNI T C 1/ 4' = 1'--0' II COL 6 DRAWN ---_-- ---- -- - - -_-1 , DOOR SCHEDULE F E R UNITS LOUVER TTRSHLD NOTES No. DOOR SIZE DESCRIPTION WIDE IAMB FIV--�-- �6 18 o F N--�TYPE_I MFR HM __-- _.�1/e' HI VI'vY'_ STYLE SELECT 1 3 O HM INSUL.AIED MFR 2 2-8 1 3/8 6 PANEL WD PAINT WOL'D PAINT BY BUILDER 3 2-6 1 3/4 HOLLOW METAL PAINT 1/2' Al VINYL 4 -�--- 1 3/8 PAINT--- --- -- �- I 2-4 6 PANEL 'WD 5 2-0 1 3/4 HOLLOW METAL PAINT i I I/2' HI VINYL 6 5-0 CPR) 1 3/8 6 PANEL WD PAINT l -� 7 BI -FOLD M'RR I I 8 9 4-0 2-6 BI -F OLD BI -FOLD MIRR PAINT FULL LOUVER -I 10 2-6 BI -FOLD (MIRR 11 2-0 BI -FOLD PAINT FULL LOUVER 12 2-0 BI -FOLD MIRR � 13 11-8 BI -F bLD - ----- MIRR 14 2-0 1 3/8 POCKET 15 2-4 1 3/81 POCKET I 16 2-8 1 3/8 POCKET 1 �_--- - 5th FLOOR - 17 -- 12-0 58 -- SLIDING GLASS 08 I 8-0 NI 18 10'-0 8-0 SLIDING GLASS TYP i 19 6-0 SLIDING GLASS I 20 8-0 SLIDING GLASS - - 21 2-0 SHOWER STALL DR IN FRAMING 22 I2-0 SHOWER STALL DR IN STALL PARTITION I WINDOW SCHEDULE FOR UNITS No. SIZE (DESCRIPTION FRAME GLAZING - FIRE NOTES No. FINISH RA IVO rsBOTTOM,.ASH- SEESPECS SEE SPECS -' YAA 4060c ' NONE (4070 TOP FL,7�d CVLLT IN 8'-0' LINTEL A 4070 SEE NOTE A -- - B 4040 ? B C (PR) 3040 C D 2040 D E 2030 E GENERAL NOTES_ -- �----- ----- -- --- — - - --_ --- - - _ �_ .--- -_ - _---_ � _ F T❑ SUIT FIXED SIDE LITE ENTRY TEMPERED F AAMA STANDARDS ARE USED FOR `JINDC`.d SIZES - MASUNRY OPENING WILL VARY BY �14NJFACTURER - MASONRY OPENING SHOWN ON THE DRAWING ARE NOMINAL. 0 9309 -UPI Ids --- 3-` -4'-0' f -31-R,2'-8' B' 6' 0' 3'- ' 2' 8' - - - 14'-8' 6'-0' 3'-4' 2'-8' 1-4' 3' `T : •TT��-i- i-�rrfT----QTY r+rT--.-rTr-.--T+.�-.T r-^r?-�--T.r T �T'.`_ _- __ - --_TT^"..,_,..T.'_'T' _ _ _ _ _ _ __ `.^'.`.�'T`--r--••-�-T -_ _ -. �-' _- _ _---. I J 0 - e - - - - -- - I oj J PANTRY I ul '------- X11 � 1 BAR REF -- � BELRDEM 3? -T ----- �I' - ----- -- - --- i'"-" KITCHEN 27'-(,' � 4' I ---------------- -- -------1 - ------ - ---- - - ----- - 2'-;;' 4'-b' 3'-G' 3'-4' � I 2'-0' II 1'-4' I I I m I Ili --- BREAKFAST N;Ei'K(� _ - 3 ti I� ___ �� t --------- — I L-� �"� - it lP I I wa DINT��G r BAl C_':JNY �--- � �! CLASS BOCK WALL- oI I AHL; D= I �— — CER TILE--- 8, --- -- CLOSET J+ -- -- — -` r �� - -- - - - I Ln DIMENSIONS AND FOYER DFTIALS TYPICAL - SEE JNIT A BLDG #STAIR #2 ?'T?' - ----- 1?' -0' �I' L} T-� 2'-a• s' -o• s-2• / .� -� - ---- - - --- - - -�jr- o L � _ o A . '-----`�� ---- - 4'-a -__- ' -- II \ 1-- -_T I 1 6 2R o 01( ; i`° i �MASTER L_ �l I -_, ;- SPA M BAT HI - of _ I /I I 16'-6' II I E BEDREO� M 2� � BgTH 2 T aI ���� r U ILI TY —� ;i C \ III I u li - I �� 1 = .I -J HC'«ER / _ I -- ��' N �.� / 3 o¢ _ L�-� D`-'-- �V I W. 1. CLOSET j ---- -- � (1 L 2 N 13 1 \ u " lG STER �o o� FOE _ wu I--- ----- RACK { y; .\,�-r \ / --c-�- fir- t b� -+r -^--,r -' ^ T - r T?.- �- e . - - --- \. i`=777/7,11"',ix r -�-- E-- �- COL ! .- o I ------ --- 10'- 4' 60'-0' 4'-0' 2 -'- UNI T C 1/ 4' = 1'--0' II COL 6 DRAWN ^ 0 9309 -Up SEE UNIT � | | | UNIT B o COL UL OL 12'- 0'_-__________—_� - ------�7'- 10'—'--'-' _---__--l?��.-- | I | | � | �'*^ | V-01/ r-^' --- TOILET / AND su/^rmwS SEE uwIr A ^ | r | � | 1 � Q UNIT E , ^ u4'~/yr ' o � COL 9309-UP3 DIMENSIONS TYP AT STOR TOILET DIMENSIONS AND FEA1 RES TYP OF UNIT I 0 I 10 p 0 1 N COL 1 � 1 � B --- - 4' 3'-6' 4'-0' 3'-8' 2'-8' 6'-0' 4'-0' 4'-0' 4'-4' 4' — — ---- + — 2'-9' 4'-G' 2'-8' 2'-8' 6'-0' 3'-4' 4'-0' 3' 4' 334' — 4 0' -- 8 -5'_ _ -- - 61-01 2'-8' --- 28'-9' --- — — — ---- - -- - - - ----- 32'-9'.----------�-- - — -- --- - - --- --- - --- 12'- 4' 10'-4' 20'-11' 11'-10' COL coL ' UNIT F UNIT ,G UNIT _J-_ — _--_ 1/4' = 1'-0' 1/4' = 1'-0' va' = 1'-01 COL 12'-0' 4' li L 3'-0' 16'1. 6'-0' TOILET DIMENSIONS AND FEATURES TYP OF UNIT A � . DRAWN �i CHECKED i'I G DATE SCALE JOB NO. SHEET 14 OF 22 SHEETS --------------------------------� I I SEE LITE FIXT SCHED i MARBLE TOP - 6' BKSPLH AROUND m i N Ir �---- — 1-- -L---- �-- -SPA-----J I 2 4' '-4' 2 4' "-a 4' ' 6'-0' - - - - A TYP MASTER BATH F -- - -- -- -- - - - - - - - 1 4 o� ML -UP o L FAD I I - - N I SHELF DETAIL OPEN SHELVES ANGLED I I o I - 3'-0' I L -------------- B TYP WET BAR ROOM FINISH SCHEDULE FOR UNITS I ROOM b FLOOR - CEILING (1) _ BASE WALLS -- MTL -- FIN - HGT - NTL FIN — MTL - FIN T MTL - -- rFIN - - 1 FOYER CER T CLEAN 8'-0 CONC SPRAY WOOD I PAINT GYPSUM PAINT ACCUST, I BOARD LIVING/DINING CARPET BEDROOMS CARPET �-- KITCHEN/NOCK VINYL I -� ENAMEL(2) BATHS CER T 7'-0 GYP BD ENAMEL CER T CLEAN (3)! PAINT PAINT UTILITY VINYL f WOOD PAINT CLOSETS CARPET 1 J PAINT WOOD PAINT L NOTES (1) SEE MECHANICAL UNIT PLANS FOR DROPPED CEILING AREAS (2) ENAMEL PAINT NOT REQUIRED FOR BRKFST NOCK AREAS AWAY FROM FOOD PREPARATION (3) SHOWER STALLS TO HAVE FULL HEIGHT CER TILE WALLS _ -J KITCHEN ELEVATIONS --------- }- --——————————————— PLANLING 5'-10' FOR - - - - - - DOME LOCATION LOUVERED I �- BIFOLD I I I I COUNTER TOP CUNT BAKSPLH li' I UNITS i AROUND — B CN G H B, i 1- J I .o TRASH SINK DISP D W ch PULL- I - 1 OUT - 4' 1'-6' 2-8' 2'-0_ 1'-8' UNITS 12-2• A B - — UNIT 12'-0' 1'-b' I ' I UNIT F 4'-0' PANTRY SEE PLANS FOR DOMED CLG LOCATION UNITS X558' A H UNITS 15'-0' B J C 4'-0' PANTRY UTILITY RM ELEVATIONS I BATH 2 ELEVATIONS - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - I I I i I SEE LITE FIXT SCHED N — zo o II I� I I (`t 1'-9' �61-91 SHELF & RCD ---_-- - 4' BKSPLSH- PULL-OUT CONTINUOUS CLOTHES TYPICAL �- HAMPER FINISHED I END PANEL I I OPEN-- ( FLOOR BASE c i N 0 i - I I �wlTs 1 9'-a' CA H j---- ------ I - - I I MIRR ,P -- CUNT 4' iv BKSPLH I -- 1ILjJ eco I - I I FRL NT I N UNITS UNITS 12'-9' 1'-6'-2'_8' 2'-0'-� FLAN 1T 16'-G' I 3'-0' I I - SEE LITE FIXT SCHED f SHELF 6 ROD I - a III---- I F--- --------- —PULL -[]UT — o-- MIRR 'o �L HAMPER ! a I v 'I-- - CONT 4' BKSPLH ----1 WASHER/DRYER-- ��TILT FRUNT I I i N 1 B CTS -- --- I 3'-0' --- --- 5'- 4 --- 2' 2' 1'-4' '-2' I UNITS 1 L-- I - - - --- -- -- - - B C G r -- ----- -- �uNLrs�_—__J L-- - -- 2 -4' I B C J G}- - .------------ 10 -G - ----- I 5NIT --- --- Gi----- L---- I rGNITS 4.-5' I l I I i I I ----}----------------- I ---------- I--- --- DOMED CEILING ' 12'-4' - --- 31-01 -+ _--- SEE PLAN FOR I ------ F LOCATION LOUVEREDBIFOL - -- - -- - -- - - - - --- ---- -- I --- --- - - - SEE LITE FIXT SCHED I I - _ - --- - - + - --- --------- - � - T __ t SHELF & RLI) 1 1� �� � 1 I r COUNTER TOP CUNT BAKSPLH - - �_-_ �, a I -� - - - - ---- l -- -- - L---� I ! I ' HOOD I i i � i I i ----- - -- - --- --- - i NiRR AROUND 1- - ILI PULL -LUT --------------- - I;r-- -------- --' --I --I CONT 4' HAMPER- I a--- oo HAMPER— BKSPLH _(5___ WASHER/DRYER REFRIL) 11 I RANGE Ill r- _ -: -_ -_a D W SI,IK�PISP TRASH I o� �� III - -_� TILT ro PULL-OUT I J I M I I- -- FRUNT co T ru 91- 2-0' - 3'-3' -- 1 4' I4' 3'-5'- --- 4'-0' PANTRY -'- -- 3'-0' r- 10'-9' I I i I --------------------- --------I------- -------- -------- --- I I I MASTER BATH I I 1 [,l'-4-11 2'SEE I I I �I I SCHEDIXT-I I SEE LITE --- ---- I CHE UNIT I-j�------- � iT -- ---------- ------ ---- - , �-_ -- r---- `TI - -- T-- T--- - 1 oj- i �-- T ------ +------. I FIXT SCHED E I 1- — 'l—�II I j -1 I ------------ I ER HOLD L--�ih 1 MIRR MED - UNIT Ii I l B o, j STACKED .I ;n .� Qi------ iIl I vl I WASHER -T-- - - -- --- 1 _� - NLNE I !s DRYER I ~ O n=� T E -t -- - I - - -- REFRIG - i- -_ -_ TILT I - -� -- - TILT RANGE I FRONT SINK�PISP l D. WASH �,.� --- - ---------- i ? i I � FRONT I I I I N — - A`-- ------ -'� ---- - -- - --- - - --- I ('---31-0� - -- -- 3 -G� - --0'I END PANEL ------ .. - - - --- --- - ANGLED - SEE --� FLCCR PLAN' I � I ------------- --� I I I -- — — — — — — — — — — — ---- — — — — — — — — — -- — — — —— L – --— - - - - - - - - - - - - - - --- - 3'-6• BATH 2 �- SEE LITE FIXT SCHED r------- ---- --- I FINISH -- - - --- --- --- L --------- -�_ -_-. � r------------- -- -- � ti i ALL SIDES _ ---- --- I - --- - T 1r I I' SHELF 6 ROD _ 1 _ k— I —_—-------- ---- --1 P �• ry P��----MIRR --- 4/ I ASS THRU CONT 4' PLAN I NI U' L-C)UT BKSPLH ID \_1 00 DISH 2. ,� KNEE SPACE WASH AS \ N I ——L.-L-� �iPULLHUUT I I I ISLAND ELEVATION FACE TOWARD REFRIGERATOR I I I I T I I I I I REFRIG I 9309 CAH I I � 5' 2 ' g � I' • I- I 0 HAMPER A w I II WASHER/DRYER O 2'-2' u fJ) C Lu Q_ O U uj G W Ce 2 O US • w us X . Ovo H O Q cc O cc U ; V / Q w 0 Q U U O �W CHECKED DATE SCALE JOB NO. SHEET i 15 OF 22 SHEETS _ _--TILT m ---T -- - FRONT I I N I �-- - -- - - - - - - - - -- - - - - - - - BATH 3 i F- SEE LITE FIXT SCHED MIRR N 17 I A TILT- F RONT fJ) C Lu Q_ O U uj G W Ce 2 O US • w us X . Ovo H O Q cc O cc U ; V / Q w 0 Q U U O �W CHECKED DATE SCALE JOB NO. SHEET i 15 OF 22 SHEETS UNIT A — UNIT H SIMILAR I/4' = I'-0' UNIT A IS AS SHOWN UNIT H IS 7' WIDER 7' IS ADDED TO BOTH BALCONIES BEDROOM 3 BRKFST NOCK KITCHEN LIVING / DINING PLAN ORIENTATIONS DRYER VENT CHIME 0 3, i RET_' �-- PiR ??? Y2x I[' ----- - } _ FISP l j I CLG VERT / —_ j FL4 �. i �- --F- TUBES — D� L B S . -F_ — dFI� UNIT A - j UNIT H I BLDG A BLDG A j �� Q � I' j j h - {� j �rI __ -- - -- !------1 ---- ----- -�_=_ -- J� ---E - 1- - -_j_ i-_ - ----------- - -- --- - -- _� d G,� j j - -- -- -- = =_--=------ ----- --77_ - =---_s— -- - ---------- - - --- -- _ - --- --- - _- - _- _--- - -- ------ - _ __- -}_ _- -- _- -- --- ---- FL UNIT H UNIT A II it BLDG B BLDG B l-- I PIPING NC]TE: I PIPING AND SPRINKLER FURRING ON TCP FOGR TO HAVE HOT AND COLD WATER SHUT -CFF VALVES OUTSIDE OF UNITS WITH ACCESS COVERS, SIZE INTERIOR FURRING TO SUIT ADDITION PIPING. GRILLE AT VERT SURFACE A/C SUPPLY CLG SJPPLY DUCTING I DUCT GRILLE ... ....... FURRED CEILING " AREA 9309 MEI UNIT C I/4' = V-0' J s n Lu w O, U f— • w o c7 V Q i O 0 V LU W w = X Ovo 00 �o -i LL LL o� cr u c/)Q y� U w Q U DRAWN v YV CHECKED DATE ns- . z,► ,'1 ni. SCALE JOB NO. SHEET 16 OF 22 SHEETS UNIT B 9309--UP2 1/4' = 1'-0' DRYER r VENT I. . . . . . PIPE & SPRKLR FUR'G UNIT D 1/4' = 1'-0' ..... .... �\ , P DISP _D T !^ - -- 1RE T Al �--- TUBE -_ �- -- --- - ---- 2k 2 -; - - L V T' -777 CHIME, f ,1 ELEC PNL LD \\ . I� SD 0 _ I �O I _I ' 1 f. { I�44 vfy CLi {CHIME II 0- --------- ---------------------------- - --- PIPE & SPRKLR FJR'G DRYER VENT UNIT E I 1/4' = 1'-0' f �v aZ$ n O w ~' LLJ w i Lu Q O u vi • pal Ovo Oo Qo J LL 0 T C� Q W Q O U W V O DRAWN " J-.4 CHECKED DATE SCALE JOB NO, SHEET 17 22 OF SHEETS 9309-UP3 4 UNIT F- 1/4• = 1'-0• 0 Li 0(d i Y _J J Y _ I d N UNIT Cl 1/4' = 1'-0' 0 DRAWN ol ✓W CHECKED r�Ca DATE SCALE JOB NO. SHEET 18- OF 22 SHEETS I 1/4' 3/4' AUTOMATIC AIR RELEASE x H COLD WATER RISER DIAGRAM - BLDG B ES TYP :RS PIPE SI2 ALL AUTOMATIC AIR RELEASE l,hl T 1 1 A SHUT-OFF VALVE IN 5th FLR BALCONY — W/ ACCESS DOUR - TYP 0 H 1/4' /4' 4' VTR + WATER (HEATER ROOM 4' VTR 4' VTR 4' ViR 4' QTR -- -- — ---- — 4' VTR a' V1R 4' VTR 4' VTR 4' ',/TR I FD 3' VTR -J L_ - - - -- 1 L- - - -- - - - - - - - - - - of r- - - 4, - - -- - -- - -- - �- - -, - -- - - - -- - - - -- --- - - - - --- -- - - - - - -- -- -- - - - -- - - .- - - -- - -- - ,�--- - -- --- -- -------- I j- 4• I I l� � I \ q• I I \ \ q• I � �� :+ 1 q• 4• I J•' \ \ `,• I I /�' IPJ j•'� � , � `,.�J I 21 r ,l �' �� �l"z1 I �P ac �c I Pia �� ��a a v q. j c q• I �� ,Ic P��• I r 3' I `' \ I %,• 3' I �'• c'• I a �L �J� • `>• J I ?� /1i A J vM ��, �• ♦1 Z 3, �, ��'• j vl• $ ✓i I S � c'. IPJ � �' J �• �� �' I t � �. c• ,• I J�• `�• I 'mac,• ��� i I ✓'"J c • � P� � q• ' q' I I w• I ;YP � • 3' �' 3' I -- —--—� -- — ----— --------——----—--— ---- --— —---- ———�- — —- —-- 5th FLR 4• �•I \ q• I \ \ q• 4• i \ \ Jr. q• \ 4• 1 e' I \` . P' I I''c'• �aJ j-/ / 1,'� �P' I 1 \ J , 1 q• \ d• �, 31 l 510 I I I ✓� �qA ! �• \- 11•L I .,1G � J ,t I ,�'1 3, � q, q• � ,�G i li I `?• PJ ,�c �• I � _ � I v�. SaN c`�Llo i ��. � j .�G 4• I + I v1• �P� � ✓ I%. I Std c'• S'� �, �, �-PJ I �'�J V'• `���`'• '! � S�$ �'• �' mac• �' I `� � 3, c�, � c�� ` I c, a� I i � I I f J ✓ ✓,�, I I ��'� I a J q• I j I q• I '�P c,• �. 3, I gyp: , I q• �, q• I \ I ———— — — -- 4thFLR-� ----- ____i_— a--------- -----—___ _ __---— t� q• I q, q• \ \ I 2+ q• 1 2.' q' e' I �• PJ �••� N P �1�� I �c � I�. I I � I r�9p✓ r,v�v i I P .,,c .�c I I �,� a� v � I � � �`Y,� + I ' f%. S I �• �,P'� I ''c I �• I I , c co �j ' �� I �• s''`�� �L�O� I � U I�• I I •}c q °' I �c � 1 3' I T ✓ 3' J V 1 ��� ` • S� I �• 'i� , P� I L "" ?• e� 2 �v1 P� ! S� cam' I {% J i J � .?• '+�� � c,, c. d <-- l jam/ 1 q• _—.—.— q• - .—.—_ I --- --- _ _ _ — 1 I 9• I `eP `�• I 3• q T 3rd F L R \�• L —— 4• c'' __j q• 3•I � 1 q' — -i \ \ q• q, � — --� \ \ q• , \ q. 2, I \ q• 3I � `C'. PJ �I/ / �,-27 �j— r r��• sAL � I I c co � �., ti �l � ,�• sP�'� �19� 'N �. I �, '� q• q• "o �` ✓ � ��, j .,1 ,5�� �, ,� ,;• J S i .a�` �, tilt ,�• '• S I PJ �• �J 4• 1' TAKE -CFF — — — — — — — — — — — -- — — . — I q. e� c,• 3• TYP FF 2' I✓TR —4� -4•— Znd FLR ISEE P9 q, q, � 4•. — -- — — -- — — — — q� — — — -- — -- — — — — — -- — — — - — — -- — — — — — — — 4•• — -- — — — - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - _1st F L R P1 P2 P3 P4 P5 P6 P7 P8 P10 ' C1 P11 �• / C2 TO P4 , 1 \ ABOVE I co sN� I c'• VPJ q. ��S �I 2 1 112 5, 9309 M1 P9 c'- V) ter_ L� o�' U Z W 2 1 W 3 C u a 6-5 1 LJJ N u �v a U cU'd� i 00 crO J LL (D J I U ; Z U W Q U W U 0 DRAWN CHECKED DATE SCALE JOB NO. SHEET 19 OF 22 SHEETS 3/4' 1/2' H C 4 1/2' CW CHUTE G )TO WATER HEATER SYSTEM E-- FROM WATER HEATER SYSTEM 1 1. C 1 1/2' 2 1/2' 2 1/2' 2 1/2' 1 1/2' 1 1/4' FIRE CONTROL 2' r b SHUT-OFF VALVE -7 r CONNECT TO p i SITE LINE l L TE SITE 1 MANUAL —� 1 1/4' SHUT-OFF METER C� 1' 10 GAS GRILLE — GAS RISER DIAGRAM 3/4' 2' I 1 1/4' 1' 3/4' C-1/4' 1/2• E B B A 11 ol i �• PIPE SIZES TYP � NOT 'WATER ALL RISERS RETURN 2 HP CIRCULA FILN PUMP HOF WATER RISER DIAGRAM BLDG B HOT WATER SUPPLY SCHEMATIC 200,000 BTU/HR GAS FIRED WATER HEATER 200 GPM RECOVERY AT 100 DEG F,RISE 300 GAL TANK W/ ASME RELIEF VALVE TYPE 2 3' 36' FLEX LINE s' BY-PASS DUPLEX DOMESTIC WATER PUMP DIAGRAM BOTH BUILDINGS 6 PACKAGED DUPLEX PUMP ASSEMBLY - 80 AND 90 AT 40 FT TNTAI_ HEAD PUMPS TO BE MOUNTED IN STRICT ACCORDANCE WITH MANUFACTUF:E_',,S RECOMMENDATIONS TO MINIMIZE VIBRATIONS L :`W' SUPPLY 2 1/2' FROM ',DATER HEATER SYSTEM TO 'WATER HEATER SYSTEM S 11/4' 1 1/2' 1 1/2' 2 2 1/2' 1 1/2' 1 1/2' 10 WATEk HTR IN MECH PENTHOUSE FIRE CONTROL SHUT-OFF VALVE -7 CONNECT TO P SITE LINE y TE SITE 1 MANUAL —� 1 1/4' SHUT-OFF METER C� 1' 10 GAS GRILLE — GAS RISER DIAGRAM 2 1/2' FROM ',DATER HEATER SYSTEM TO 'WATER HEATER SYSTEM S 11/4' 1 1/2' 1 1/2' 2 2 1/2' 1 1/2' 1 1/2' A B _ - B _.. E PIPE SIZES TYP ALL RISERS HOT WATER RISER DIAGRAM - BLDG B HVAC SHEDULE CGOLONG CAP'TY BTHU,'HR HEATING CAPACITY AHU MODEL OUTSIDE UNIT - T--- ----- - ----r -_—_ NUMBER MODEL NUMBER (MARK FLR AREA — FLOOR BLDG A BLDG B KW No STA�ES A 2060 ALL 60,000 60,000 20 KW 4 - B----- 1575 2 AND 5 48,000 -- 48,000 ----�- 15 KW ----- � 3 --- } t--------� B 1575 3 AND 4 42,000 42,000 15 KW I 3 C 111 90 ALL NA' 48,000 20 KW 4 - ----- D 22/5 60,000 NA 20 KW 4 ----------- E 835 ASL --- c"4,000 - 24,000 -- - 8 K'W — - -- -1 ---- - -- — -- -t---- --- ---i F 1700 � 36,00 � NA 15 KW ---- 3 ----- -- ----- -- i G - - 11605 -- ALL ---� 36,000 — 36,000- — I 15 KW--- - 3 - ---- H 2100 60,070 60,000 20 KW i 4 J 1180 2 AND 5 NA 48,000 20 KW 4 1780 3 AND 4 NA 42,C00 15 KW 3 LOBBY 450 - 18,000 18,000 NR NR — MEET RM "'A NR NR BUILL11VI B — _------- ROOF — 5th FLR— 4th LR 3rd FLR 2nd PLR 1st FLR 0 FIRE RISER DIAGRAM B GATE VALVE 7 CHECK VALVE CABINET `W/ 2A-1CBC FIRE EXT 2 1/2' FD VALVE IYP EACH FLOGR BUILIJING A 1/4' /4' ,2• H b' FIRE PUMP -- 1000 GPM TO WATER MAIN 10 dw 0 � U Z w C w (D Z Z (� c LLJ N u `,l C u�u 00 Q o J LL of } V C/) Q U w 0- 00 0U W U 0 DRAWN r�,,Af CHECKED M 11-"4 DATE SCALE JOB NO. SHEET 20 22 OF SHEETS 1 1/4' 1' 3/4' A B _ - B _.. E PIPE SIZES TYP ALL RISERS HOT WATER RISER DIAGRAM - BLDG B HVAC SHEDULE CGOLONG CAP'TY BTHU,'HR HEATING CAPACITY AHU MODEL OUTSIDE UNIT - T--- ----- - ----r -_—_ NUMBER MODEL NUMBER (MARK FLR AREA — FLOOR BLDG A BLDG B KW No STA�ES A 2060 ALL 60,000 60,000 20 KW 4 - B----- 1575 2 AND 5 48,000 -- 48,000 ----�- 15 KW ----- � 3 --- } t--------� B 1575 3 AND 4 42,000 42,000 15 KW I 3 C 111 90 ALL NA' 48,000 20 KW 4 - ----- D 22/5 60,000 NA 20 KW 4 ----------- E 835 ASL --- c"4,000 - 24,000 -- - 8 K'W — - -- -1 ---- - -- — -- -t---- --- ---i F 1700 � 36,00 � NA 15 KW ---- 3 ----- -- ----- -- i G - - 11605 -- ALL ---� 36,000 — 36,000- — I 15 KW--- - 3 - ---- H 2100 60,070 60,000 20 KW i 4 J 1180 2 AND 5 NA 48,000 20 KW 4 1780 3 AND 4 NA 42,C00 15 KW 3 LOBBY 450 - 18,000 18,000 NR NR — MEET RM "'A NR NR BUILL11VI B — _------- ROOF — 5th FLR— 4th LR 3rd FLR 2nd PLR 1st FLR 0 FIRE RISER DIAGRAM B GATE VALVE 7 CHECK VALVE CABINET `W/ 2A-1CBC FIRE EXT 2 1/2' FD VALVE IYP EACH FLOGR BUILIJING A 1/4' /4' ,2• H b' FIRE PUMP -- 1000 GPM TO WATER MAIN 10 dw 0 � U Z w C w (D Z Z (� c LLJ N u `,l C u�u 00 Q o J LL of } V C/) Q U w 0- 00 0U W U 0 DRAWN r�,,Af CHECKED M 11-"4 DATE SCALE JOB NO. SHEET 20 22 OF SHEETS 3UILDING A 208/120V PANEL MDP 3 Ph, 120/208V 3Ph. 4 WIRE 400AMP5 M. Bkr. - - - M Bkr Gire. Service A B C C B A Service -Wire. Bkr Cir 1 88 39 2 MOUNTED OUTLET(FLOOR) 3 125 2/0 Elevator 88 39 2ea•Booster Pumps SHP. 8 50 ; 4 2 RUNS OF 3' COMO TO FIRE PUMP 5 88 39 6 7 O 110 125 45 150 110 I 150 150 51 125 150 8 FAN 45 00 u o, 51 0 9 100 1/0 Panel G Pool 1/0 100 ;10 Cir. Bkr. 65.000 A 1 C 150 150 125 125 ISO 0100 0 0100 pp ft - ----=_-; PANEL L JTZ 3COMO. WITH 120/20EV 3 1 350MCM 4 rl THW ALV. 3Ph - 4w,-- L(-cATF FAtJEL- L Kj l 1 3/0 ALU. 1 16 Grd. 100 Alp. PAP?K1�1� �rR.1Y-1-UQr To FDL 2' COND. M,L,0. 3/0 GRD WIRE' LITE TO 13 sn I � 29 _ WATER PIPE PANEL G 120/208 `� . �—O AT r- PAN E L- t= AT pp 120/206V 3Ph - 4W 3Ph - 4W �,�ViMf`i I NcT PGCL FIRE EXTINGUISHER 100Acp :14. I5 100 1/0 Exercise Ra M.L.O, SITE GIVEN Site L�9t,n9 1!0 100 X16' Ph - 4W KCCM 29 �; 10OAmp �� - 17 XE—DIRECTION I a --29 i 53 F�KJciN� ArtF1a X16 RECESSED INCANDESCENT EXIT LITE DIRECTION OF LITE � -1 TV JACK .9 MOTOTR �1 18 DIRECTION OF ARROY 13 Lobby Lgts S Recept, 12 20 120 21 30 10 ' Lobby A/C 42000 18 19 Balcony S Stair lgts 12 20 22 18 19 Balcony 5 Stair lghts, 11 20 124 25 12— 30 10 ; Outside Lights 21 y 15 Elevator Pit 20 126 27 30A 10firgeration 20 15 Building Lgts. 10 30 28 29 20 12 Balcony 6 Stair lgts• 19 Spare 30 20 12 Balcony 6 Stair lgts• 19 ------- Spare 31 ------- --- - 32 3� Spare Spare 34 5 Spare Spare 36 L 40 f FAP - r-1I2r-_ ALAkt-1 �ANrrI� To 5014114 E RlJ "1_1 . rIR.F_� "Z0W�_-- FAgr-_ tF_LCNC$4r TQMII-• L- cARt� FIRE ALARM RISER DIAGRAM NTS NOTE: F= 12E- A L.At2M To �F AcT1 �/AT F� EKY • Y'X:dt-4 � •l.Fru%.. r`:v. �41:'- 7iWr 2'.�s � t .y,.'a:.-r �.,i. b t , r BUILDING A FIRE PUMP 60Hp 158amps x 1.25 198Amps Cir. Bkr. 225Amps ` MDP Elevator 30 HP. 83Amps x 360V 29,88OW Booster pump 2Ea. SHP. 16Amps x 360v 11,520 Lobby Aircondition 18Anps x 360v 6,480 Lobby Lights & Recpt. 1,500 Balcony & Stair Lights 9,120 Elevator Pit 11500 Exterior Lights & Recept. 1,500 Frigeration Punp 2,000 Panel G 16,300 Panel E 16,700 Panel P 18,600 Par1el L 9,,000W 124,020 124,02OW/360V = 345Amps 40OAmp Panel - PANEL G Garage Lights 191800Sf X .5 9,900W Exhaust Fans 4 X 3/4HP. 6,_400 16,30OW/360V = 45Amps 16,300W , PANEL E EXERCISE Exercise & Toilet( 95OSf. X 2W ) 1,90OW Recept . ( 10 X 180W ) 1,800 Sunna 81000 A/C Heater 5_L000_ 16,70OW 16.70OW/360V = 46 ` PANEL P POOL Recirc pump 3Hp 3,.900W Vacuum pump 1Hp 1,840 Skim pump 1/3Hp 830 Chem pump 1/6Hp 510 Pool Lights 1,000 Spa pump 6,500 Heater 14 ,0.00. 18,60OW/360V = 51Amps. 18,600W PANEL L Site Lighting 19,000W 19 , OOOW/360 = F:3 Amps _BUILDING A SERVICE4 UNITS) UNITS A , D 12 x( 29,600W+ 20 , OOOW ) 595 , 20OW 8, G 24 x( 28,100W + 15 , OOOW ) 1,034,400 E 4 x (24,10OW + 8,000W) = 128,400 F 4 x (28 , 70OW + 15 , OOOW ) _ 174_,_800_ Total 1,932,800 1931,80OW x .27 521,856W 521,856W/360V = 1,450pmps. NEUTRAL UNITS A,D,H 12 x 20,000W) = 240,000W B,' G 24 x 15 , OOOW ) 360,900 E 4 x 8,000W) 32,000 F 4 x 15,000W) _ 45..,000 Total 607,70OW TI)TAL UNITS LOAD 1,93?.,800W 3 P[ EASE LOAD - b07 , 700W NEUTRAL I-OAD 1,325,100W X .27 = 357,777W 357,777W/360V = 994Amps- . f ti 00:0 SURF MTDCELING 0 MOUNTED OUTLET(FLOOR) 130 2 RUNS OF 3' COMO TO FIRE PUMP r O 110 125 / 150 , a TYPICAL AT EACH , 120/208V 1rn,- 3W 36 SPACES 3 13/0 THW ALU 1 14 GRID. IN 2-1/1' CCHD FOR RUN OVER 200' USE 3 14/0 THW ALU BUILDING A A,D,H, E,F - UNITS 1Ph-3WP 110/240 120/208 1Ph-3/W 30 SPACES 3 12/0 THW ALU, 1 14 CU. GRD. IN 2' COMO FOR RUN OVER 20 USE 3 11/0 0 00:0 SURF MTDCELING 0 MOUNTED OUTLET(FLOOR) 130 2 RUNS OF 3' COMO TO FIRE PUMP O 110 125 125 150 110 16DOAMPS 150 150 125 125 150 00 FAN �J 00 u o, 0 0 o 0 150 125 125 150 150 Cir. Bkr. 65.000 A 1 C 150 150 125 125 ISO 0 5 Runs of 4'Cond, 3 1600MCM Alu. 1 4/0 Alu Neutral to FPL 3/0 GRD. WIRE 10 A CRIVEN ROD AND A COLD WATER PIPE BUILDING A a LEGEND SYMBOLS (ALL SYMBOLS MAY NOT BE, USED) 4 TUBE RECESSED FLUOR' SURF MTDCELING 3' COND. MOUNTED OUTLET(FLOOR) w 2 RUNS OF 3' COMO TO FIRE PUMP 3 1 250MCA 30 250MCM INCANDESCENT �I 11 1 12/0 D. RD. RECES'D EXAUST ® OMDP FIRE ALARM I I I FAN Wv CIT. 120/208V 4 11 THW ALU, u METIER CABINET vPh - 4W 1 16 Grd• w 40OAmp N Bkr. 2' COND. INDICATES EMERGENCY FIXT 0 EXH FAN W/ LITE s NEUTRAL 0100 0 z FIRE ALARM oGrd. o100 o ' 0100 0 0100 pp 2 RUNS OF. ----=_-; PANEL L JTZ 3COMO. WITH 120/20EV 3 1 350MCM 4 rl THW ALV. 3Ph - 4w,-- L(-cATF FAtJEL- L Kj l 1 3/0 ALU. 1 16 Grd. 100 Alp. PAP?K1�1� �rR.1Y-1-UQr To FDL 2' COND. M,L,0. 3/0 GRD WIRE' LITE TO sn ROD AND A PANEL P � INDICATES PENDANT MTD FIXT _ WATER PIPE PANEL G 120/208 `� . �—O AT r- PAN E L- t= AT pp 120/206V 3Ph - 4W 3Ph - 4W �,�ViMf`i I NcT PGCL FIRE EXTINGUISHER 100Acp LO�$ Y IOOAikp M.L.O. A 'r (30 MIN OR NOTED)an-IDi M.L.O, SITE GIVEN PANEL E 120/208Y DIMMER SWITCH Ph - 4W KCCM EXIT LITE 10OAmp - M•L•0. XE—DIRECTION LEGEND SYMBOLS (ALL SYMBOLS MAY NOT BE, USED) tT. 4 TUBE RECESSED FLUOR' SURF MTDCELING MOUNTED OUTLET(FLOOR) w EMERGENCY LITE W/ BATTERY INCANDESCENT �I WATERPROOF OUTLET GOUND FAULT4 2 TUBE 2024 RECESSED FLUOR RECES'D EXAUST ® R FIRE ALARM I I I FAN Wv WATERPROOF GFI u HORN w r INDICATES EMERGENCY FIXT EXH FAN W/ LITE s QUADRIPLEX z FIRE ALARM - c pp 220V OUTLET PULL STATION L� 1X4 TWO TUBE 2 -BULB FLOOD FLUOR LITE sn SMOKE DETECTOR. � INDICATES PENDANT MTD FIXT pp TIME DELAY SWITCH� FIRE EXTINGUISHER 'r (30 MIN OR NOTED)an-IDi SITE GIVEN DIMMER SWITCH EXIT LITE - TRACK LITES XE—DIRECTION OF LITE a TELEPHONE JACK 3 POLE SWITCH RECESSED INCANDESCENT EXIT LITE DIRECTION OF LITE � -1 TV JACK MOTOTR �1 DIRECTION OF ARROY tT. F�4 H 00 O LL J I U v1 Q W a- 0 F�+H U 0 L:. O JB w I I I J I w r s 2 - c F�4 H 00 O LL J I U v1 Q W a- 0 F�+H U 0 L:. O JB IN BUILDING B 208/120Y PANEL MDP 3 Ph. 120/208V 200AAO M. Bkr. Ph. 4 WIRE Cir Bkr Wire. Service A 8 C C 8 A Service Wire. Bkr. Cir 1 125 2/0 Elevator 88 6,400 Balcony & Stair 39 2ea.Booster Pumps SHP, 8 SO 2 3 Punp 66 Panel G 8._L000 39 25,84OW 4- 71,920W 125Amps panel 71,92OW/360V = 20OAmps 88 88 39 20OAmps Panel �• 1 9 100 1/0 Panel G 65 Exhaust Fans 4 X 3/4HP. 6_,,400„ 10,0u0 18 Lobby A/C 42000 10 30 8 5,600 65 1_,_600 Sub -total 18 First 10k x 100% 10 1! 396,80OW C, J 65 18 8, G 20 x (28 , I OOW + 15 , 000W ) = 12 13 30 1 10 Frigeration Dump 20 87,400 i Total 1,753,76OW 13 Lobby Lgts a RecepL. 12 20 14 15 20 12 Balcony 6 Stair Lgts UNITS A, H 19 Clothes dryer C, J 14 1...,600, 'Balcony I Stair ,gts. ;2 20 Io 17 20 12 Balcony i Stair Lgts Total 27,23OW 19 14 TOTAL UNITS LOAD- 1,753,76OW Balcony b Starr Lgts. - 642,000W 20 X18 19 1,111,760W X .28 = 311,293W Spare General lighting loads ( 1,60OSf x 3W M Small Appliance loads 3,000 17 Outs►oe L;ts 1 30 120 21 1,500 Clothes dryer SparF Spa ( 3/4 hp) 1 ,_600 Sub-tota; 28,100W 13 Elevator Pit 112 20 22 23 Total 26,990W Spare 1,50Amps panel :3 #1/0 Alu 1 #4 Grd. Spare 24 251 General lighting loads ( 800Sf x 3W ) 2,40OW Spare 3,000 Range, ----- Dishwasher & Disposal 1,600 Laundry Spare Clothes dryer - 210 17 First 10k x 100% 10,000W Spare 5,640 Heater 8,000 x 65% 5,.200 Total 20,84OW 20,84OW/208V = 100Amps Spare 3 #1/0 Alu 2¢ 29 2" Cond. - Max. 200 Ft. $Pare Spare 30 BUILDING 8 TYPICAL AT EACH 8, G - UNITS 150A A,D,H,C 120/208V 1Ph.- 3W N.L.O F,J,E - UNITS 125 A 36 SPACES 1Ph-3WP 120/240V N.L.O 120/208 1Ph-3/Y 30 SPACES 3.13/0 THY ALU 1 14 GRD. 3 12/0 TRW ALU. IN 2-1/2' COND 1 14 CU. GRO. FOR RUN OVER 200' IN 2' COND USE 3 14/0 THY ALU. FOR RUN OVER 200' USE 3 11/0 0000 0 0 Q 0 125 125 150 ISO 150 ISO 125 125 200 0 0 0 0 1600AMPS 0000 115 125 150 150 Cir. Bkr. ISO ISO 125 125 65,000 A.I.0 3Ph-IW 0000- 120/208 000 125 125 - 150 150 150 150 - 125 115 GRD. 0000 NEUTRAL 0000 125 12S 150 150 150 150 125 125 00000000 125 12S I50 150 ISO ISO 125 125 �'S Runs of 4'Cond. 3 250MCM r 3 1600KH Alu. 114%9 1 4/0 Alu Neutral 114 Grd. to FPL 3' COND. 3/0 GRD. WIRE TO A DRIVEN ROD AND MOP A COLD WATER PIPE 110/208 3Ph.- 4W PANEL G 200AMP M.L.O. 120/208V- 100• 3Ph.- 4W 100Asp. 4 11 THW ALU. M.L.O. 1 16 Grd. 2' COND. 0 U . F BUILDING B ,dl UNIT LOADS MDP UNITS A, D, H Elevator 1 30HP. 90Amps x 360V 32,40OW Booster pump 2 5HP. 16Amps x 360W 11,520 Lobby Lights & Recpt. 1,500 Lobby Aircondition 18Anps 6,400 Balcony & Stair Lights 1,500 Elevator Pit 29,60OW 11500 Frigeration Punp 2,000 Panel G 8._L000 1.5,100• 25,84OW 25,84OW/208V = 125Amps 71,920W 125Amps panel 71,92OW/360V = 20OAmps 3 #2/0 Alu 20OAmps Panel 2" Cond. - Max. 200 Ft. PANEL G UNITS C; J ( 2nd & 5th floors) Garage Lights 17,400 X .5W 8,70OW Exhaust Fans 4 X 3/4HP. 6_,,400„ 10,0u0 Dishwasher & Disposal 15,100 Labndry 15,10OW/360V = 41Ar6ps Clothes dryer 5,600 BUILDING #8 (40 UNITS) 1_,_600 Sub -total SERVICE First 10k x 100% UNITS A, H 8 x (29,60OW + 20,000W) = 396,80OW C, J 6 x ( 28 , 70OW + 20 , OOOW ) = 292,200 8, G 20 x (28 , I OOW + 15 , 000W ) = 862,000 E 4 x (20,84OW + 8,000W) = 115,360 J 2 x (28 70O + 15,000W) _ 87,400 i Total 1,753,76OW 1,753,76OW x .28 = 491,053 5,40OW Small Appliance loads 491 ,053W/360V = 1 , 364Amps . 10,000 NEUTRAL 1,600 UNITS A, H 8 x 20,000W : 160,000W Clothes dryer C, J 6 x 20,000W 1201000 1...,600, B, G 24 x 15,000W = 300,000 • First 10k x 100% E 4 x 81000W 32,000 7,480 J 2 x 15 , OOOW 30..000 Total 27,23OW Total 642,000W TOTAL UNITS LOAD- 1,753,76OW 3 PHASE LOAD - 642,000W 1 #4 Grd. NEUT'RAL LOAD 1,111,760W X .28 = 311,293W 311,293W/360V = 865Amps. General lighting loads ( 1,60OSf x 3W M Small Appliance loads . F r] ,dl UNIT LOADS , UNITS A, D, H r Genera'1 lighting loads ( 2,10OSf x 3W ) 6,30OW Small Appliance loads 3,000 Range 10,000 Dishwasher & Disposal 1,600 Laundry 1,500 Clothes dryer 5,600 Spa ( 3/4 hp ) 1.,6 .00. Sub -total 29,60OW First 10k x 100% 10i000W Remained 40% x 19,600 7,840 Heater 20,000 x 40% 8._L000 Total 25,84OW 25,84OW/208V = 125Amps 125Amps panel 3 #2/0 Alu 1 #4 Grd . 2" Cond. - Max. 200 Ft. UNITS C; J ( 2nd & 5th floors) General lighting loads ( 1,800Sf x 3W ) 5,40OW Small Appliance loads 3,000 Range 10,0u0 Dishwasher & Disposal 1,600 Labndry 1 , 5U0 Clothes dryer 5,600 Spa( 3/4 hp) 1_,_600 Sub -total 28,700W. First 10k x 100% 10,000W Remained 40% x 18,700 7,480 Heater 20 ,000 x 40% 8,_000. TOTAL 25,48OW 25,48OW/208V = 123Amps 125Amps panel 3 #1/0 Alu 1 #4 Grd. 2" Cond. - Max. 200 Ft. - UNITS F; J (3rd & 4th floors) General lighting loads ( 1 ,80OSf x 3W ) 5,40OW Small Appliance loads 3,000 Range 10,000 Dishwasher & Disposal ' 1,600 Laundry 1,500 Clothes dryer 5,600 Spa ( 3/4 hp) 1...,600, Sub -total 28,700W • First 10k x 100% 10,000W Remained 40% x 18,700 7,480 Heater 15,000 x 65% 9..,750. Total 27,23OW 27,23OW/208V = 122Amps 125Amps panel 3 #1/0 Alu 1 #4 Grd. 2" Cond. - Max. 200 Ft. UNITS B & G General lighting loads ( 1,60OSf x 3W 4,80OW Small Appliance loads 3,000 Range 10,000 Dishwasher & Disposal 1,600 Laundry 1,500 Clothes dryer 5,600 Spa ( 3/4 hp) 1 ,_600 Sub-tota; 28,100W First 10k x 100% 10,000W Remained 40% x 18,100 7,240 Heater 15,000 x 65% .9_,750 Total 26,990W 26,990W/208V = 130Amps 1,50Amps panel :3 #1/0 Alu 1 #4 Grd. 2" Cond. - Max. 200 Ft. UNITS E General lighting loads ( 800Sf x 3W ) 2,40OW Small Appliance loads 3,000 Range, 10,000 Dishwasher & Disposal 1,600 Laundry 1,500 Clothes dryer 5,.600 Sub -total 24,10OW First 10k x 100% 10,000W Remained 40% x 14,100 5,640 Heater 8,000 x 65% 5,.200 Total 20,84OW 20,84OW/208V = 100Amps 125Amps panel 3 #1/0 Alu 1 #4 Grd . 2" Cond. - Max. 200 Ft. r] ■ S H H 00 F--� 0 J LL 0 J ( Ir V W Q U a- 0 W U 0 LML�. PRLNO.- : U SHEET 22 O F 22 ,dl r � oev I I I I C 1 C w ■ S H H 00 F--� 0 J LL 0 J ( Ir V W Q U a- 0 W U 0 LML�. PRLNO.- : U SHEET 22 O F 22 1 � ! h� V 80AROWAU! �P�ME�T Q \ i 10' WATER MAIN' �asc�NT � EXISTING SfWfR MANHOLE-\ WALKWAY TIMBERS 1 6" PVC LINE TABLE Line Bearing Distance L 1 S 00' 15'59'£. 27, 86' L2 S 89'44'0 1'W. 29.90' L3 N.06'2539'E. 3.47' 0 61 GATE ML�E 6• SOUR SLEEb£-`�� B'JAr REDUCER— _EE' CURVE TABLE EXISTING r CAT£ tiALV£_1 8' SOUO RE -EYE s' CAT£ SALVE N0. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING 1 1050.00' 06'36150" 121.2 1 ' 60.67' 121.14' S 03"07' 14'W. 2 400.00' 8035'49' 562.67' 339.21' 517.42' N.40'06'43"E I / ?p sL£ WAIL 'C' 3 100.00' 80'42' 12" 140.85' 84.96' 129.50' S.40'03'32"W. S££ DETAIL 'B' N.6748'WE: ABBREW4 r/ONS.• PVC POLYVINYLCHLORIDE PN = POST INDICATOR VALVA' 0. R B. = OFFICIAL RECORDS BOOK ENGINEER'S CERTIFICATION: I HEREBY CERTIFY THAT THE SYSTEM DEPICTED WAS CONSTRUCTED iN SUBSTANTAAL CONFORMANCE WITH APPROVED PLANS AND WILL FUNCTION AS INTENDED. ALLEN DONALD F ROGER NOT VALID UNLESS EMBOSSED PROFESSIONAL ENG,' EER SEP 2 2 1994 WITH SURVEYOR'S SEAL STATE OF FLORIN+!, NO. 9131 SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THE ATTACHED SKETCH IS AN ACCURATE REPRESENTATION OF A WATERLINE AS—BUILT SURVEY, PERFORMED UNDER MY DIR£CTCO 4 IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ".MINIMUM TECHNICAL STANDARDS,' FOR SURVEYS, DESCRIBED IN CHAPTER 61 G 6, FLORIDA ADMINISTRATIVE CODES, PURSUANT TO CHAPTER 472.aiPf-FT./R IDA SL6UIT9S. INC, NOT VALID UNLESS EMBOSSED (.o/ PROFESSKIW%D SURVEYOR WITH .SURVEYOR'S .SEAL STATE OF Flf NO. 4262 COPYRIGHT Q 1994 ALLEN ENGINEERING, INC. , x, M iJ , ;:,. _ t•#t--�'':., ✓-'r'fi k*` •. r •firs � • i"e' �> ,. _ ,r r ', 6 oU a D.N.rt COASTaL caNSTRUCIJON CONTROL LINEMOA. UM N BRASS DISK STAMPED 10 80 A01 FL DNR"'. V a / X=S31?83.9220 Y_ 1480990.6890 GEED BOOK 99, PAGE 5 / sit pt t ; 'ti 4.. ,"3 1 f��� "� ' Qd�' ," 1. . '� ••c a •; �.r. N PROJECT BENCHMARK / / l S. 89'4849" W. / l a`> �� r a 3 EXISTING STORM MANHOt TOP ELEVATION - 7.11 4 I 543.77` . r� {E L2I I ! �'� C x t / / / / q� C UL ECGh' A OR" F0 10 20 40 80 ! %• I / �. 1� kit '� e X GRAPHIC SCALE �• 1 C MNY R r It L OCA TION MAP NO TO SCALL: A • jj �/ � �- iI J / / N.80 / .19 �• / H r / i It LEGAL DESCRIPTION: OCEAN OAKS, A CONDOMINIUM - PHASE 1 If '�• : � � I � / / A parcel of land lying in Government Lot 4, Fractional Section 14, Township 24 l l �, b / l ,� l t I ! / South, Range 37 Cost, Srevord County, Florido, more particularly described as o / / follows: It Commence at the Southeast corner of OCEAN WOODS STAGETEN-C, according to < % j the plot thereof as recorded in Plat gook 26, Faqe 77 0l the Public Records of S. WO / o / ,� / % Brevard County, Florida, said point also lying on the South line of the North f4'x2S � _.(� ti : % / 660.00 feet of sold Government Lot 4; thence N 89'48'49" £, along sold South (!no, 7 �� iso / / 4 j a distance of 50.3J feet, to the Southeast corner of a 50,00 foot Roadway --- � i l � ,�• / �' ti o ! • srnRM r 4s.a L.F. 0.728 Easement as recorded in Official Records Book 3332, Pogo 37 of the Public ? / (4 / ti t M'H. /. b' �+ < ! j Records of Brevard County, Florida, and the POiNT OF BEGINNING of the herein �•., �' fp �, u. W i described parcel; thence N 06'25'39' E, along the Cost line of said Roadway r `�. , �• O I ; w / l j Easement, a distonce of 3.47 feet, to the point of curvature of a curve, concave ,� Westerly, having a radius of 1050.00 feet and a central angle of 06"36'50'; thence AV V `� 1 `v / " Northerly, along the East line of said Roadway Eosement, and olong the 'arc of , / 2 h _ t' said curve to the left, a distance of 121.2t feet, to a point of reverse curvature with a curve, concave Easterly, havinga radius of 400.00 feet and a central angle of 2752'19"; thence Northerly, along the Cost line of said Roodw Easement, and along the arc of said curve to the right, o distance of x94.58 feet, to a point of intersection with a non -tangent line; thence S 72'17'44 E, a r o / �• 2 7 ? `' distance of 1.37.42 feet; thence N 1742'16' E, a distance of 6.71 feet; thence IF ti ! S 70'25'27" £, a distance of 146.93 feet; thence N 89'48'49' E. o distance of r / ! I / 238. 11 feet; thence N 89'48'49" E, a distonce of 370:01 feet, to a point on the lnn1 ter, r l 1 t I 4,' r Erosion Control line described in Survey Book 2, Pages 7 through 12 of the `V r BUILDING B l 4 J, � l 1 ? J ,a j Public Records of Brevard County, F7orido, thence S 15'31' 19' W, along said 16���, �i / ,! l Erosion Control Line, o distonce of 228.37 feet, to a point on the South line of P 0' the North 660.00 feet of said Government Lot 4; thence S 89'48'49" W, along said 2 ` South line, a distance of 889.85 feet, to the POINT OF BEGINNING; Containing 4.96 rh S i I acres, more or less. ti`I10 0 5 TRA 'Ile , c.a / i LEGAL DESCRIPTION.• OCEAN OAKS, A CONDOMINIUM - PHASE 2 03 d o 'j ti / v V i ti� h %-'I A parcel of land lying in Government Lot 4, Fractional Section 14, Township 24 f /�°r o South, Range 37 East, Brevard County, fl'orido, more partkulor/y described as + ,'• , } ,q ca t.�' follows: �,. uGxr pacE 4 / ` (rra) +Oi t 4' 3ti , I ! W �/ 2 �� j o+ �. 0 �•h � ` �, � � � / � .�' � / � � / `� l o h� "�`' ' �� � � ?� Commence of the Southeast corner of OCEAN WOODS, STAGE TEN -CI vccordinq to �6 + g• r ++. r - o ria $ r +� % Q� ! O I r ti o �, v the plot thereof as recorded ,n Plot Book 26, Poe 77 of the Public Records of g , c + +0 1. ,I Al% ii'Ac�} f Lr 1 ti > ' / 01 Brevard County, Florida, said point also lying on the South line of the North : ,� 660.00 feet of said Government Lot 4; thence N 89`48'49"` F, olong said South lira, � E � n 99 4i I ��` Q ! w �,` /` a dlstoncs of 50.33- feet, to the- Southeast corner of a 50.00 Wt wide► Roadway r NYGRANr ` 6 ��` �' S9 : ► + +a ` ` ?` / I ., Easement as described in Ofrtc;ol Records Book 3332, Pae 37 of the Public o a t� o Records of Brevard County, Florida; thenca N 06'25'39 E, along the fast tine of t.g �q +$ ` ! / j O ! �• �� said Roadway Easement, o distance of 3.47 feet, to the point of curvoture of a F 6 a ' ,► o +0• rL ++ 6 ��'! curve, concave Westerly, havi o radius of 1050.00 feet and v central angle of y+: +0. x a 06'36'50'; thence Northerly, along the East line of said Roadway Easement, and } s 0 72 GARAGE PARKING SPACES , l /' os `' x 19•. ` + 90 /PHASE 2 UIVDEf? CONS %RUCTI�N l ? % w /� along the arc of said curve to the left, a distance of 121,21 (eet, to a point of WUH 7W ABOVE TENNIS COURTS l t / �V reverse curvatura with a curvet concave Easterly, having a radius of 400.00 feat +6 4 'q t p :' qe� • 1ST FINISHED FLOOR ELEV 10.58+/- 4Q�►� y9'�'�s . +o. r,•� ,,3z +o' •%% oo t 2 and a central angle of 2732'19'; thence Norther) elan the Cost line of said f. 1 ► 9� 1 Q� x:. x �? �0��'.� ?3 `~ . �l 6 + T t V 1 o g Y� 9 yo?;: ^q Qtr a• ++• +6 k• Roodway Easement, and along the arc of said curve to the right, a distonce of +? ti o .�gt2 w '�`�.` /`' �O• ` ! l l ti 194.58 feet, to the POINT OF BEGINNING of the herein described parcel, thence AOC9 A tiw ` p wnOD CRGSS(n £R 1 , +. 2ND FINISHED FLOOR ELEV. 21.06 ^ + 6 l I continue Northeasterly, aloe the Southeaster line of said Roadwa Easement, k 0 SPKLwAY d? �. �' , ! Y• q /Y Y ( - - - - - - - - - - - %- - - --�- - - - - - - - - -s- - - - - - - p bed curve, through a central angle of b�1" 011 40 GARACtf SPACES ARE LOCATED { f c+ +N+ ,� + +`l - - - �` - =--- ' -•�--� .. - and the rplOn ativn Of the /USF described I \0 se ) 1 , �a r�+ _ ' rte, � k 6 s• +/- &Rr Para I / ( I 52'4330 , a distance of 368,09 feet, (said arc svblended by a chord which t)eorS cr + wFsr , 6 l ! N 54'02'53 F. for 355.24 feet) to a point of tongency,' thence N $0'24 38" £, along 0� + -__. ' S8�1r +!y F Tiyp� x x�a ' +o' �? 'mss a el ++°' "w ���`�' ! ► % �` the Southeasterly lire of said Roadway Easement, a distance of 87.19 feet, to the curve. concave Northwester, having a radius of 100.00ly , 9 :a�point of curvature of a c " o� j i feet and a central angle of 80'42'12'; thence Northeasterly, along the 1' ,�+ y iso• ` S rt f v / j / ! Southeasterly line of said Roadway Easement, and along the arc of said curva to ! / the left, a distance of 140.85 feet, to v point an the South line of HARBOR J 9 1 HEIGHTS rHIRD ADDIT70N, according to the plat thereof as recorded in Plot Book 1St Pa X91 ` + �4 .0., 0'' 49 ,i,�y' �' �� a S + + g 81 of the Public Records of Brevard County, f7or7da, as said subdiv,sion is phys,colly occupied and monumented, a point of intersection with a ++��nty• ,„�0�++1x6 QA< x 0� h /�10 I non -tangent Iine; thence N 89'44'01' £, along said South line, a distance of 29.90 (r; 0 C.P. 1 py t'i + d p +. •. 0 `V ,,l PHASE 1 AS -BUILT (eel, to the Cost line of said plot; thence N OO'15'59' W, along the Eost line of F 1 1• A1' d� . � ^�,�• , e ..' '� bk .. 4+• w � •� X q E L.P. O ,P o� A,ab« �� �' / l ! I ! / said plat, a distance of 27.86 feet, to a point on the North tine of said O +0, 15 r i J I i t Government Lot 4; thence N 89'48 49" E, along said North Lina, a distance of a 3 y ++ r , I 1 543.77 feet, to a point on that Erosion Control Line as described in Surreyy Book + 0 uP POOL + + +�p� b1 ` / / 2, Pages 7 through 12 of the Public Records of Brevard County,'thenca i i S 20' 1 43 W, o/ong sold Erosion Control Line, a distance of 4.c'9� feet. thence 61 • •�a % r ' Y% :&. �� .� 1 ' � ,` • A- `, +Op +0. � � +1 '�+• ', S � ' / I ! J S 15'37 19 W, along said Erosion Contra! Gina, v distance of 356.17 teat• thenca. k 1 v o%a+ 9� + : ` �kA res• qtr 05 / l 1 I t I S 89'48'49" W, a distance of 370.01 feet; thence S 89'48'49" W, a distance of 2,38. 11 (eel; thence N 70'25 27' W, a distance of 146.93 (eel,, thence S 1742'16" W, a distance of 6.71 feet. thence N 72'17'44' W, a distance of 15442 feet, to the ob POINT OF BEGINNING, Containing 7.53 acres, more or less. -61 x 11 9� �� +/ 32.0' + q• R / Q' x l t / �� t 6g 40 + x FOP or A/C PAD �r..�J •l J / *�h � 1 9g apo PROPOSED 10' FLORrDA P?KR AND UCHr f.ASV4VVr " 1 1 a a 6<< t4 `� „+�o +1 BUILDING A 3 �' 5 $TORY CONCRETE INV. x4r 6 h �ry / I tl I !J / 1 INV, ELEV. = 7.60 SURVE)'CR'S CERTIFICATION. 0r � �• M / 1 f t 1 HEREBY CERTIFY THAT THE ATTACHED SKETCH IS AN ACCURATE REPRESENTATION rrRR FINISHED FLOOR ELEV. = 11.95 / x l 2 /NV ELEV. - 752 SPKLwa 1 ? �ti I / O OF A AS -BUILT SURVEY, PERFORMED UNDER MY DIRECTION, uv ACCORDANCE WITl1 +0 f, (4J INrER,OR PARKING SPACES) x ! / I / = ALL APPLICABLE REQUIREMENTS OF THE "MINIMUM TECHN/r""' STANDARDS, ` FOR ' } �• �y �\�gS / 1 t 3O INV ELEV $.57 (2` PVC) SURVEYS, DESCRIBED IN CHAPTER 61G17-6, FLORIn� STRATNF Qr , rA' 1 6 `� `4) INV, fl. EV - 8.92 (1 1/2` PVC) PURSUANT TO CHAPTER 472.027, FLORIDA STA a, c.w - a - -------+�---------_,� --- `+o 'M 6 J1 0 INV ELEV. - 9.41 (2' PVC) , , OHW ``�► �- + 4` R. D: (rYP) + 8- p1C + G 0. ^ 1 a 1 889. I f / A ' _ INV. ELEV, - 9.28 (1 1/2 PVC) f k� _ _t _ _ _ ,,� _ _�. - _ - - • 0 - - 4 N.89'48'49 "E. ,� O INV. ELEv. = 9.40 (8- PVC) 8 -------------- METAL ---_ _______ 50:3' �• 67 �. 9� 91 +` g• p 6' 1 � D rOp aF BANK 1 � D 1' f- - D 1� � ti , _ _ k 1 V 1 �• 0 Ei)Cf OF PA1El, iE7vl + t /' 1 � R E M� � Li�ON METAL .LIGHT g� r / ABBREVIATIONS: 8[� INV. ELE1! - 9.27 (8' PVC) NOT VALID UNLESS EA4805SED PROFF " L LAND SURVEYOR EWER rop or 6aNx ! POLE (TYPICAL) / t WITH SURVEYOR'S SEAL STATE FLORIDA, NO. 4,262 GROUND CLEC7RIC ASPHALT DRIVE 4' CONC. Sr / / ' 9O EaST iNv ELEY. = 8.21 CONC. CONCRETE NORTH INV. ELEV, 3 8.13 �% - 9ROYAL MANSIONS, A CONDOMINIUM y 1 % / x0• 1� NORTH RIM ELEV. � 11.27 Q Muer culla f / l 0. R. B. 2899, PAGES 835 - 1031 =DENOTES EtEVAnoN SHOT SOUTH INV. EUV. = 8.02 . WEST m. Etev = 7.92 F., bp % ` i = DENOTES CONCRETE PAD W1174 POOL COPYRIGHT Q 1994 ALLEN ENGINEERING, INC. r 1 1 / n o / EOt1/PMENT 0 NOR a Ey.ELEY. 8. y �5 6 ll I c.O. CLEAN our FOR: SUAW , u ` CURVE TABLE / / _ l ! TRANS - TRANSFORMER NORTFt RiM ELEV. 10.73 TOWN E REALTY DATE o N0. RADIUS i r PVC - POLYVINYLCHLORIDE SOUTH INV, ELEV. - 7.87 , . , S DEL TA ARC TANGENT CHORD CHORD BE / SURVEYORS NOTES: 9 2Q 94 RCP - REINFORCED CONCRETE` P/PE NE iNV. ELEV. 783 1 100.00' 80"42'12" 140.85' 84.96' 129.50' 1. The elevations shown hereon are based on Florida De ortment of Natural MES =MITERED END SECTION SKETCH SCALL S.40'03 32 W. I 1 p '� 2 400.00' 80'35'49" 562.67' 339.21' 517,42' S. 40'06'4,3"W. Resources Monument 70 80 A03, Elevation = 9.295, Notional Geodetic Vertical A/C a AIR CONDITION �A 4. ryp p �+`' r Datum of 1929. W14 WATER METER PA Y1N Q 6./[�AIN G �7 '"" R7 I,7tJ Y =. `. �. 3 1050.00' 0636'50" 121.20' 60.67' 121. 14' S.03 -18'250W. FOUND D.N.R. COASTAL CONSTRUCTION CONTROL LINE MONUMENT WiTH 6RASS 2. Unless otherwise notes, underground improvement (foundation, Septic tonks, WPP > WOOD POWER POLE DISK STAMPED '70 80 A03 FLONR' utilities, etc.) were not located. G, W. GUY WIRE NOS X=629752.2550 „ . :_-��iv.���iMi�r �' Y-1475619.5560 J. Refer to sketch of ALTA/ACSM Land Titlo Survey, Prepared by Allen L.F. L/NEAR' FEET W- L/NE TABLE - CAPE CANAVERAL. 92011.,4 Engineering, Inc. Dated May 9, 1994 for Encroachments and Monumentation. A4. H. _ 4fANHOLE • r,. Line Bearing Distance OHW - OVERHEAD WIRE BREVARD COUNTY,` FLORIDA 4. All pipe lengths are approximate and are meosured from center of fittings PG: - PAGE IaRA r Li S. 00"15'59"E• 2ALLEN tt,,. �G.* p Y h1 e r 7, 86' and/or structures. £t Eu - 41V/77ON f i :. f MPw: L2 S 89'44'01 "W. 29:90' TYP TYPICAL SUR1lY0R -- ENgNEER3 f aY _ CONCRETE MONUMENT M L3 $.065'39"W 3.47' S. THIS Is Nor A BOUNDARY SURVEY. 1010- DIX18 LANs L.L SURVEY/NO BUSINESS N o,r1 CHK�a P.O. 0 1 SHEET N, ,._. X 32 321 COCOA EACH, FLORIDA :32932-1321 I� nowRE ONS TEl HONE: 7 783-7P-MMOMW443 �A Z 7 783--8902 t OF t , t 1 , i ti FOUND D.N.R. COASTAL'CONSTRUCTION f CONTROL LiNE MONUM�'VT WITH BRASS / DISK STAMPED "70 801401 FLDNR" X 631263.9220 I Y_ 1480990.6890 DEED BOOK 99, PAGE 5 / I r , / • r PROJECT BENCHMARK o°' ' h % ;I!p, ,/ CURVE TABLE EXISTING STORM MANHOLE !l `�• �`� 4l� `r9 W. TOP ELEVATION = 1. 11 ; 4 �^ �� ti - ' NO. RADIUS DELTA ARC TANGENT CHORD CHORD BEARING j � ��, `' % i 543.77' 1 100.00' 80'42' 12" 140.85' 84.96 129.50' S.40'03'32"W. 1� L2 �T 2 400.00' 80'35'49" 562.67 339.21 517.42 S.40'06 43 W. 1 V 3 1050.00' 06'36'50" 121.20' 60.67' 121.14' S.03 -18,25"w. LINE TABLE ! ! Line Bearing Distance fl / / J i ! Ll S. 00' 15'59"E. 27.86' I '/ L2 S. 89'44'01 "W. 29.90' L3 S.06'25'39"W. 3.47'�'P It 0 10 20 40 80 ) GRAPHIC SCALE 4,38" L' • ill •l C3 N.802 • /- k 'r It I / ; �i INV. ELEV = 7.60 g \Op - N. / �0 1 10• A / % '` a J l' 2Q iNV. ELEV. = 7.52 iNV. EL EV. = 8.57 (2" PVC)9 -"`5 l - ��0 �,' d i to 4 INV. ELEV = 8.92 1 1 2" PVC g P 3 M.E.s. ^, % X O •`r / % 1 O ( / ) ST N! g �0 14'X2) 1 /NK ELEV. 750 1 (SODC>E'D) / q0 sU INV. ELEV. = 9.41 (2" PVC) 1 "i N I' 4 CF: ®p 72iNv =AL2 RETENTION J o w ° ! 6 INV. ELEV = 9.28 1 1 2 PVC . 4 �' 1. ; / c0 q a C� !' : •t / �i INV EL EV. = 9.40 (8" PVC) ,� �N1 1 '�1 ® INV. ELEV. z 9.27 (8" PVC) 1 `�ti �, �\ / e� `�� a 1y. `\6 5 Nv.=7.49 xNI'll 1 0'N� a �� TOP 1 • i ^ ! n0 O9 EAST iNV ELEV. = 8.2 f �� 6�0 \ , s 1,T w rti�' 9 ��' ^�' / 1' / p o ' J /' O NORTH INV. ELEV. = 8. 13 `0� x o �Q� tirk�v 6\61 ro o NORTH Rr•M EL EV = 1127 F O q � !O SOUTH INV. ELEV= 8.02 060 `0' �o , O,` `a m �NSf S O �N l 0 w WEST INV. ELEV = 792 `o ' ,`09 �1 e / 'FO rc-T CQ B a 2 :/ �N r / EAST INV. ELEV. = 8.08 0 tiT NORTH INV EL EV. - 7.95 1� x� N0 �1 `� ���� �0F?ipq Ft/ /V � � X01 a0x 0���, t NORTH RIM ELEV. = 10.75 SOUTH iNV. EL EV. = 7.87 L. 6q ��. `o 6" /o ` �a 2 / 1 �v - CLEARED x �0' ' 0y x /,� l AREA �� / ; NE INV ELEV = 783 1,�1, bx !! `�0 ` / �' M1� It 'bi NOy N0 1` ►A �S. I s ?J•� �10� / a I �/ 'lo ^ V v x by O?! ` N STORM l O 105 x x , N0 �� ti� ? �/ ? • �o ka! Oag s6 `v h i V x c� a x L.P �ax �/ r / i /O ,0 x �OF'�x k r 1x p Oka (32 GARAGE SPACES ARE LOCATED �"��, Off' I! ��` �\ �0 / �� V 0� � 1 IN PK4SE nvo) '°i 1 At \- �ti 1 J � hry• � / ; c Q O / a 4, k x 91 9aOh �O' Q ! o' / '--.. - 1 k w �' �3' 02 a. �3 1 X o 72 GARAGE PARKING SPACES �Q ! 9 Us 1° \1 /# a aa� ti / ; �, xSW TWO ABOVE TENNIS COURTS ' `'� � ` " ° `' � � ° ��� ~� I ,� Q a� � q• tib 1 g. 9 ,�0 a / " , !�' ��.� / �! �' �� ° 1 x 1 I _ v hti .� / l `.E ti 2' / / QJ'� f 1� XO,) �O' c,�c� c ? J / �9 O I f w �9`0a tk q, y0 qg t . gyp• LICHT POLE - 30 �/ �4� l , / aw ,0 6 l ; °" �'�` �,� ���' / % �� t w � R, 0/y11ir FIRE HYDRANT ; a. ail '. .$ • i ` (rYP) �0 �L° 1 2 r� h �_ y V y V • J 1 1 6 0 I 61 �p 1 1 ??�Q �4. / / w �O0 • g� g' xa' a9 6g E.R I► . ` ti3> k 4; / O' y) r�' HFJ4VY / / g l' I% O Q h h BRUSH g h 7 01 k,0? • isr FimsHED f'LOOR ELEV. 10.58+/- . �, ��\0` 1q4 x ! k `�0 qy i 6! / i' / PHASE TWO (AS --BUILT) � • r w Q 04 ° g ` 2ND fIMS.HED FLOOR ELEV 21.06/off g�0 q rg'1 ! `0'1� ,01 , ��0q •`y1�/ 1 `5` x ` / : / 16 0 �O' / iilRilllll j O a a / 1yc , k w'7Ycy ��l`.. �a' c7 1z �' a a '•0,;03 `� G a� 0 ---- - W" CROSSOVER ,A 0q1 x 1 CW 'r �Q (40 a4R,4Gf SS64CES/ ARRr�9' tOGATC0 yW PHA -SC gAi, h p' i• 1 p�D V x h S' i aRr PATH 4 110,- a + o E2 B 1 l x `� 5' tssp. S, 1 a iia o , y a - M i � � Q / 1 -til s� g of o 0 9 •, 1 a• . +,�' • ~ ♦`i' � O tit �' ! • x �, ox P 0"NONE(AS-'•'�. QU/L T � 4' g / � 7 ♦ Lai, . G` EZ � 0. 0� � q: 0• � ' ,� NV (. A PI''7! x 0' anA ti0 g 1 1 0 y .7 0•p� J q' x9 CpgO+Y x / P`A 1 ► M eA p$gCk ' a`' 1 1" . < '.:1�' 4 'g•1 - � J2.0' � �' �''. � Q: Y � t ay1 ' �►a q x1' �g g5 „ /' rc or • �� 0 1 � �h �` � fit• r1i� 'T� � iy 14.4'. �, , � � t ' �� ag a� . •1r• • � � 1 �' 1r. PROPOSEA 10' PEORJOA POYVER 'a ti , ,•q 1 i ��+ '/ SS ANt3 tl�Nr £AscmEwr as a1:. �._ �°'1 ,v $' "�� OUILDING A ' 5 Stogy CONCRETE S . ag _ ori' , 1a �� �. F , .� � �. _ FINISHED FLOOR ELEV. 1.1..95 4 1 1 (4J INTERIOR PAWNC SPACES) x� l d L as xg t i3 � � '"° '�,; 1 � 1850' ,Q• 1 y�- ONw 10♦ " ,,b- � 1�! C. 0. _. `�'+ 4 R.O. Crn') B" PAC � � p. 0• . g g6y 1`a'OS gdg gM1 \� 1 a ` O a 1 O TOP OF BANK 1� O 1' O 1. a1 / l N.89 48 p49'J1 I , 1k 1 q1 'q' A a, 99' 0 EDGE OF FAVEMENT q l 11 a q� 1 q6 g� ` roe P OF &WKTEPS �' 0 a` g POLE (TYPICAL) a' 61 UNDER GROUND ELECTRIC ASPHALT DRIVEJ g13 It I q gpti 4' CONC. SICA£WA ROYAL MANSIONS, A CONDOMINIUM it 0. R. B. 2899, PAGES 835 - 1031 1 O ML4M! CURB 00 / l � i i 0h a Q aa�� N l I r L.Q �W / z l jl SURVEYOR'S NOTES: l I 1. rhe efevotions shown hereon are based on Florida Department of Natural J Resources Monument "70 80 A03", Elevation = 9,295, National Geodetic Vertical FOUND D.N.R. COASTAL CONSTRUCTION Datum of 1929. CONTROL UNE MONUMENT WITH BRASS 2. Unless otherwise notes, underground improvement (foundation, septic forks, DISK STAMPED "70 80 A03 FLDNR" utilities, etc.) were not located �� X= 629752.2550 Y=1475619.5560 J. Refer to sketch of ALlA/ACSM Land Title Survey, Prepared by Allen Engineering, Inc. Dated May 9,1 1994 for Encroachments and Monumentab•on. 4. All pipe lengths ore approximate and are measured from center of fittings and/or structures. 5. THIS IS NOT A BOUNDARY SURVEY. ABBREVIATIONS: CONC. = CONCRETE Kati = DENOTES ELEVATION SHOT O = CENOTES CONCRETE PAD WITH POOL EQUIPMENT C- 0- = CLEAN OUT TRANS TRANSFORMER PVC = POLYVINYLCHLORIDE RCP = REINFORCED CONCRETE PIPE M. E. S. = MITERED END SECTION A/C = AiR CONDITION WY - WATER ,METER WPP = W000 POWER POLE G. W. = GUY WIRE L.F. = LiNEAR FEET M.H. - MANHOLE OHW - OVERHEAD WiRE PG. = PAGE ELEV = ELEVATION TYP = TY'PiCAL C. Ad. = CONCRETE MONOMENr L.B. = LAND SURVEYING BUSINESS = DENOTES PARKING SPACE COUNT = DENOTES HANDICAP PARKING SPACE iNV. = INVERT / 'Ze--115 I 44_10Sf> &e4tr- 720 4-r1,e_-rq t -sr �. NO. DATE REVISIONS C8 �i811t9t BOU""dar 401 SNAPPEA R0 1Turnln N" - a COA 16YARM lrwn A4 1 STA 444 444\\\ Pa'to AO M ahio Bas11 i CAI WL �J � � Jl c A MANgP �. � eA:n�umin•C�TBM � t BlV YER1A ♦ ` -tn� A • 1 CAR tsax aR xT r f P,u -;-_ - LOCATION MAP NOT TO SCALE Lk(,R HTS. 01 ""- SITE % molm u CANAVEAWARX LEGAL DESCRIPTION. OCEAN OAKS, A CONDOMINIUM - PHASE ONE A parcel of land lying in Government Lot 4, Fractional Section 14, Township 24 South, Range 37 East, Brevard County, Florida, more particularly described as follows: Commence at the Southeast comer of OCEAN WOODS, STAGE TEN -C, according to the plat thereof as recorded in Plat Book 26, Page 77 of the Public Records of Brevord County, Florida, said point also lying on the South line of the North 660.00 feet of said Government Lot 4; thence N 89'48'49" E, along said South line, a distance of 50.33 feet, to the Southeast corner of a 50.00 foot Roadway Easement as recorded in Official Records Book 3332, Page 37 of the Public Records of Brevard County, Florida, and the POINT OF BEGINNING of the herein described parcel; thence N 06'25'39" E, along the East line of said Roadway Easement, a distance of 3.47 feet, to the point of curvature of a curve, concave Westerly, having a radius of 1050.00 feet and a central angle of 06'36'50"; thence Northerly, along the Cost line of said Roadway Easement, and along the arc of said curve to the left, a distance of 121.21 feet, to a point of reverse curvature with a curve, concave Easterly, having a radius of 400.00 feet and a central angle of 2752'19'; thence Northerly, along the East line of said Roadway Easement, and along the arc of said curve to the right, a distance of 194.58 feet, to a point of intersection with a non -tangent line; thence S 72'17'44" E, a distance of 157.42 feet; thence N 1742'16" E, a distance of 6.71 feet; thence S 70'25'27" E, a distance of 146.93 feet; thence N 89'48'49" E, a distance of 238.11 feet; thence N 89'48'49" E, a distance of 370.01 feet, to a point on the Erosion Control line described in Survey Book 2, Pages 7 through 12 of the Public Records of Brevord County, Florida; thence S 15'37'19 W, along said Erosion Control Line, a distance of 226.37 feet, to a point on the South line of the North 660.00 feet of said Government Lot 4; thence S 89'48'49" W, along said South line, a distance of 889.85 feet, to the POINT OF BEGINNING; Contoining 4.96 acres, more or less. LEGAL DESCRIPTION. OCEAN OAKS, A CONDOMINIUM - PHASE iW0 A parcel of land lying in Government Lot 4, Fractional Section 14, Township 24 South, Range 37 East, Brevard County, Florida, more particularly described as follo ws: Commence at the Southeast corner of OCEAN WOODS, STAGE TEN -C, according to the plot thereof as recorded in Plot Book 26, Page 77 of the Public Records of Brevard County, Florida, said point also lying on the South line of the North 660.00 feet of said Government Lot 4; thence N 89'48'49" E, along said South line, a distonce of 50:33 feet; to the Southeast corner of a 50.00 foot wide Roadway Easement as described in Official Records Book 3332, Page 37 of the Public Records of Brevord County, Florida; thence N 06'25'39" E, along the East line of said Roadway Easement, a distance of 3.47 feet, to the point of curvature of a curve, concave Westerly, having a radius of 1050.00 feet and a central angle of 06'36'50'; thence Northerly, along the East line of said Roadway Easement, and along the arc of said curve to the left, a distance of 121.21 feet, to a point of reverse curvature with a curve, concave Easterly, having a radius of 400.00 feet and a central angle of 2752'19'; thence Northerly, along the East line of said Roadway Easement, and along the arc of said curve to the right, a distance of 194.58 feet, to the POINT OF BEGINNING of the herein described parcel, thence continue Northeasterly, along the Southeasterly line of said Roadway Easement, and the Prolongation of the lost described curve, through a central angle of 52'4.3'30 , a distance of 368.09 feet, (said arc subtended by o chord which bears N 54'02'53" E, for 355,24 feet) to a point of tongency; thence N 80'24'38" E, along the Southeasterly line of said Roadway Easement, a distance of 87.19 feet, to the point of curvature of a curve, concave Northwesterly, having a radius of 100.00 feet and a central angle of 80'42'12"; thence Northeasterly, along the Southeasterly line of said Roadway Easement, and along the arc of said curve to the left, a distance of 140.85 feet, to a point on the South line of HARBOR HEIGHTS THIRD ADDITION, according to the plat thereof as recorded in Plot Book 15, Page 81 of the Public Records of Brevord County, Florida, as said subdivision is physically occupied and monumented, a point of intersection with a non-tongent line; thence N 89'44'01" E, along said South line, a distance of 29.90 feet, to the East line of said plot; thence N 00'15'59" W, along the East line of said plat, a distance of 27.86 feet, to a point on the North line of said Government Lot 4; thence N 89'48'49" E, along said North line, a distance of 543.77 feet, to a point on that Erosion Control Line as described in Survey Book 2, Pages 7 through 12 of the Public Records of Brevord County, Florido; thence S 20'11'43" W, along said Erosion Control Line, a distance of 104.09 feet; thence S 15'.37'19" W, along said Erosion Control Line, a distance of 356.17 feet; thence S 89'48'49" W, a distance of 370.01 feet; thence S 89'48'49" W, a distance of 238.11 feet; thence N 70'25'27" W, a distance of 146.93 feet; thence S 1742'16" W, a distance of 6.71 feet; thence N 72' 17'44" W, a distance of 157.42 feet, to the POiNT OF BEGINNING; Containing 7.53 acres, more or less. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THE ATTACHED SKETCH IS AN ACCURATE REPRESENTATION OF A AS -BUILT SURVEY, PERFORMED UNDER MY DIRECTION, IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE "MINIMUM TECHNICAL STANDARDS," FOR SURVEYS, DESCRIBED /N CHAPTER 61G17-6, FLORIDA„> INISTRAIJE (IDES, PURSUANT TO CHAPTER 412.027, FLORIDA STATU,,TE . NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL Y. - - RO E^T - MON PROFE$� LAND SURVEYOR STATE`j'0 ORIDA, NO. 4262 COPYRIGHT Q 1995 ALLEN ENGINEERING, INC. FOR: �A�Y TOWNE REALTY 01-13-95 SKETCH OF SCALE LAVING & ORAINAGI�,A$' ,BUILT.; SURVEYS 1 40' -OCEAN ; OAKS CONC�4MINIU.M PHASE' 2 JOB NO. _ CAPE CANAVERAL920114 BREVARD COUNTY, FLORIDA DRAWN ALLEN ENGINEERING, INC. LMP/Dj(; SURVEYORS ORS ENGINEERS PD 106 DIXIE LANE _ SHEET N0. 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OrF"t".I _ lot g 3 , a • r P �1 0 � r � , , �t t � Gc' 2 z 1*0 04 , r OL enera otes S m d 8 um er 00F, rin ers Drawing Job. , s mbol Description Total This sheet Total This Job Title BLDG A GARAGE SPRINKLER PLAN 1. All Pfp4 Locations are to be fletd Weasured Prior to Fabrication OCEAN OAKS �} Nydraufio Reterance Points . and Installation by Sprinkler Contractor. Smoot Degree Descri `tion Size Number 94Q4 Revisions; Dat#. - C6 . l Ble, Belowt- `fop of "Steel • t:n ,. t �� Contract No. `�•i Y t� ��N-�atr 1s� p /. CENTRAL STRRT Z. All Dimens g4$ Shown are Center to Center. 6le wbOve finished Floor ►lrj C.GNt'¢b,t, *` 11 '!� 2 Drawn By CSK 3• High Temperature. Heads are to be, Field Located Where R u red. cTps roto lav,' of �o of Steel CAPE CANAVERAL, FL C� p '�Y I loh c cwN me t.. ►03 L c� -Z(9 , [� Ceiling' Height t} ,► 4. All Pipe's and Nan" ers are to be Installed per NFPA 113, � ti 1 C.� c_ �!(Td Al.• �' Uvu r! t � (�j r p $ Scle 1/g` 1-o Contractor: 8 D{►rioleo! 'Han er Location ..:; $ NATIONAL FIRE SPRIN 4, Hangers are to be V.L. Listed and R.1t, Approved. IK ERS Rise up or down 0 Date 2/4/94 $ E a 79 CL aR�tcE t�0 - Approval By OAL COCOA, + �'� 32926 q75 OCE N1., : \ �. r . ,. # ,_ _ .. ., ,, � � .; r s .,. - .- o- '. - ., � - a. .. > �. ,. . , t ., s 3 fi � y - .. �.r t. �. r •a > .. .. ., ,. a , ._ r c ,. :. _. r �~ ?, .. � - .. �.r t. �. r •a > .. .. ., ,. a , ._ r c i GENERAL, NOTES LOCAL ' 1. The y occordonce withSmeSntsstmof NATIONAL FIRE SPRINKLERS p•T, r -ATR wi!A-Sg13n,dInnstoHotion tKe of 798 CLEARLAKE RD ' Sprinlder Sritem3 �t Pro�•e t doCcum�nts Covera a Per Heod 320. GPM® 177.22 PSI --- Swivel R•inq 2 PRO�ECp Homs (�aNUO1fW�J11 2/10/94 Oemond 43.72 8100 RI OWOOD AVM LE HGR - 20 CANAVF,RAt, f LOROA p OATS 1 G,C�- 8ENKQ COtrSTRU6DON Dr 4; Al mobv;l shbN' be UL Listed �. 10-j` 0,14 to bA XL Weodo¢I* 60two, schedule 10 steel pipe CPYt plastic pipe, frith Cost iron screwed & CPVC fittings. AH 2'Wre pio .to W sch j0 with, wdM outlets and grooved fittings. 6► Al work to be tested of 104 P940f 2 Hogs: fest --ATR tQbe witnessed by rim Inspector. t all 24 hours is o0wo to schedule test. �-- Swivel F&I T.' Hongers to- be per Oetojison drawings. Hongers to 4e spored in occOdonce"'with NEPA-13 requirements. HGR - 06 & Cap to 4 prowo of the end 01 eoch man for - f10shing pyr� . 9. rot further nfor U0,111'concerning structural, Ilechonkol, Architectural and EtecWkol see the ploril by 13EN1c0 CONST.. i a *Met Hoods to t4 os shown on the sprinkler legend below. r 11. Sprinkler pi inq to be ruh,os shown on plans. TAMPER SWITCH 12.'M work to be cm*ot,ed with the other trod" prior to FLOW SWITCH WIRING BY OTHERS 13 AN underground work sMdt be performed by a rkensed rl(4 protect;oh confroctof, Underground pipe to be 1 1/2"x1 1/2'x1" TEE of required by 00eer ,tt per NEPA requirements. Siornose cornecti4o to be instafied of the Bockflow Preventer --1 i /Z" TO SYSTEM os shown od the err 4rdw'ngs. *xC NIPPLE (TYP.4 PLS.) 14. Eire Protectrory Conttoctor to stort t' GLOBE VALVE work Y -W outside the building. BALL TYPE SELECTOR VALVExCLOSE fI_VW(/1-xV' NIPPLE , NIPPLE to UNION -MMAW POSITION . R1.1p.�efROW p MI�KENIT 10 Sw� �ES>t w/ SPRINKLER ORIF" S►ZlE IE ASSEMBLY FC RON) N T.S Y do � I fi a I' C C: Rod Coupe Slvd rl APPROVAL LOCAL ' Fire um 750 GPMO 100 PSI NATIONAL FIRE SPRINKLERS p•T, r -ATR • Colcufated DensityGPM _ Remote Arco Size 644 1 798 CLEARLAKE RD SCALE 1�8 Covera a Per Heod 320. GPM® 177.22 PSI --- Swivel R•inq ATE O O,�r[ 2/10/94 Oemond 43.72 , LE HGR - 20 IT THIS SHEET 131 N Denotes Reference Points p OATS Dr �. --ATR �-- Swivel F&I HGR - 06 R x FOR PERmrr ONLY OCEAN OAKS 1 -- ____ CONDOMINIUMS _ �_ _-_- - NORTH 16155 WH 2PC 78 S stem Area CAI' � t;AI�A\/ �;hAL, �'LUI�IllA , —�'-�'------------ _. _ r2 166 MH 2PC 73 1 System Type WET PERMIT NO. e2 155 OR 1 woter Su - Stotic 60 PSI • CONTRACT:- N0. 9404 e2 155 BR 1 - Resid. 38 PSI _ Flow 1030 GPM APPROVAL LOCAL ' Fire um 750 GPMO 100 PSI NATIONAL FIRE SPRINKLERS p•T, CSK • Colcufated DensityGPM _ Remote Arco Size 644 1 798 CLEARLAKE RD SCALE 1�8 Covera a Per Heod 320. GPM® 177.22 PSI COCOA F L 3 9 8 ATE O O,�r[ 2/10/94 Oemond 43.72 , LE IT THIS SHEET 131 N Denotes Reference Points p OATS RAIN WATI LEA] RAIN WATE LEAD GE:NERAL 'NOTES , I. The Skinkder Syste6l -hos been drown RAIN VATER + — ! { z I crnru RAIN VATCft i RAIN VAtf R f per, NFFA ! QQ 4ttements for o 13R System (Of alt typic, floore , 2. Project: Q[AN OAKS CONDOMWIUMS 870 R W" AVENUE CMAWAAk' FLOPOA X GC..%wo CQNSI ok"- , 4. AN mbter"�d shs be Qt listed 5,1"10-t Ir to 6s A •threodoble Gghtwoll. schedule 10 steel pipe dt CFVR p�ost►o pipe;, with cost iron screwed & OVC fittings. Alt 2,11r-6,11 00 to be X-11,10 with welded outlets and grooved fittings. 0. A111, .w" z10 W tested of 2M PS tar 2 Hours test to 0, withos'sed by Re Inspector. Co 24 hour$ in odvonce to schedule lest y. Honyers to be pet Oetoas on drowings. Mongers to be sWod in gccOiO ce with NFPA-13 requirements• >3. Cop to U pr'ovido at the end of eoch moan for flushiM1q wposft 9 rot. hgihio Worr960n concerning $tructurol, WOO cI kchitecturat o d, Electrkat see the 10, �i g* HW* to be os *own on the �Ider legend below. it. Sprir►k%r &VI to be rue os. shown on pons, 12L Aq (4 tie toordinoted with the other trodes prior to �QC�'�kQti4n. ` I A0 04gro.W work shalt b6p e*rformed by o rKensed 1114 pjotectw controstor. Underground pipe to be os `required by Enoeet dt per NEPA requirements. 14, fire Protection Eoritroct(r to Stat work s' -w- outside the bu0ding• i FORPERMiT Q )NDOMINIUMS NOR&TH , ►L, FLORt A PERMIT' NO, PERMIT# CONTPkY NO. 9404 A?P1�QVAt. LOCAL SPRINKLERS CSK wvero a Ter neva 3413 D'emond 4178GPM* 1?6.47P$1 COCOA FL ��9,�8 " 811TH. s,. t N+o't' dt kNCH(E3) PRW�OEp fOTN. COtlNt 1M4 5}+EE Q Qenote3 .t2eferencs Points >�, W►TE RE�SE(i W►TE OF 4 s s. • x" f I INDEX OF DRAWINGS DRAWING NO. P1 P2 P3 P4 P5 P6 P7 P8 BENKO CONSTRUCTION CO. INC. 3444. ATL%NTIC AVE. COCOA EEACIft FL. 32931 (407) 784 , $093 • N. KIIANAL PROFESSIONAL ENGINEER 3155 LILLIAN RI). W.P.8.9 FL. 33446 (401) 433 - S36I PALM ]BAY POOLS & WATER FEATURFS 2873 KIN,BY AVENUE N.E. P41NI DAY, FL. 32945 724 - 8384 t r DESCRIPHON SITE LOCATION PLAN/EQUIPMENT LIST/GENERAL NOTES/RESTROOM .FACILITIES SITE LAYOUT PLAN/NO(FES POOL AND SPA LAYOUT PLAN/ POOL SEC,~TIONSIPOOL SIZES/ LIGHTING REQUIREMENTS POOL PIPING/POOL IIYDRAULICS/ SIGN DETAIL POOL CONSTRUCTION DETAILS SPA DIMENSION PLAN/SPA CONSTRUCTION .DETAILSISPA PIPING PLAN/SPA CONSTRUCTION DETAILS POOL FILTRATION SYSTEMIPOOL EQUIPMENT LIS I)ETAILSINOTES SPA FIL'T'RATION SYSTEMISPA EQUIPMENT LISTIDETAILS/NOTES NUWW of Award,/',innW polow P FS t � I III no= U&M v W" a. .� _ w• _ ITy 0F L IA BUIl.U11���' i�a�*Flc DATA x 5 c Proviso (s) - 1. The upper part of pool walls in areas less than 5 feet of depth shall be within 50 of vertical for a minimum depth of 234 feet and the radius il joining this upper section to the floor shall not exceed 23� feet. 2. Depth markers shall indicate actual depth within 3 inches when measured 3 feet from the pool wall. 3. Depth markings, and "NO DIVING" markings, located on deck surfaces shall have slip -resistant finish. 4. Step edge markings shall be dark in color. 5. Pool ladder shall be cross -braced and shall extend at least 28" above pool deck. 6. A handhold shall be provided no more than 9 inches above the midpoint of the a skimmers. 4 7. Plastic pipe exposed to sunlight shall be coated for W protection. s� 8. Prior to construction, engineer shall provide complete pipe sizing for skimmers and filtered water return piping to this office for review..: 9. Provide a rinse shower on the pool deck within 20 feet of the pool water's edge. 10. Intersections between floors and walls in the sanitary facilities shall be coved. 11. Provide for storage of chemicals under roof and protected from unauthorized a access. 12. This plans approval pertains only to the Swimming Pool. ,y NOTICE ICE +{ �f ems^ THE DATA IN THIS DOCUMENT INCORPORATE PROPRIBTARY RIGHT$ OF PALM BAY FOOLS & WATER FEAT ��16 2815 KIRBY AVB. N.B. , OV- 3 PALM BAY, FL. 32445 ANY PARTY ACCEPTING THIS DOCUMENT Sr/?��nr14 DOES S4 IN CONFIDENCE AND AGR3 fn Ivor THAT IT SHALL NOT HB DUPLICATED IN WHOLE OR IN PART, NOR DISCLOSE TO �'CO�ea Q. OTHSRS, WITHOUT THE CONSENT OF v. PALM BAY POOLS & WATER FEATURES, INC. . , LILLIAN A 0.G(YVitV�i.ti R'7► ?6�, atk�udt9 anQ in C`4t�G► krtnj M61, w.P.B., FL 33406 , .o. E 1 (441) 433-6361 luj OWNER I.M.PONWHATIES , NORTH E{, VWMF. , UST itNC]NifK'S iirA�, ry I OWNER TO FURNISH AN nrt;BppABLB 1 FRESH WATER SUPPLY TO THS FILTRATION, SYSTEI1 (TO MEET LOCAL CODES) . 2 OWNER TO FURNI;)H ALL Fi=$CTRICAI', POWEiR, CONTROL PANELS, S aCQ e��ter -- 13Uu.wdar� - ANE? STEEP DOWN TRA�13E'c�l?ME3R$ INTO THB $ UIE?M N ROOMS i ' Q R T 00 OR POOL-PAK. ---. .� ilk. : _- " SNAPPER L 3. OWNER TO SUPPLY A 4" TT71S`�iSWATER DISCHARGE LING CAPABLE OF I RD. CARRYING 100 4. P. T� __ ..` T901 KIT TAYLOR 200 M � A11 AUTHORIZED DISPOSAL AREA A3 ( �-- ( SCRAP Rq. _ , r _ ,....._, ....� VRA? 0AUS : 18" W�CURVE3 P ENS AL.LOWRE? BY LOCAL CODIfG) , � ' : . LDAP' SXIMMEiit A : QUALITY j I FUl/11/1 y v COAST GUARD. -_- 1 gip. Y' 1 mar ,a.r_+� . UH HEAD 4 WJASI IB HD 4. OWNER TO 3UPE?I►Y R$STia?Otf FACILITIES {WATEACLOSBTS, � , ----- --- .�., �_. _.�.�.,. .�_.�_.__ ..._ U ..��. , ,. POLktw` E(11NGHR SET - URTNAL$, LAVATORIES, 8'i'G. ), OUTSIDES DECK SHOWERS WITHIN � � . 1 _ _�.____,.,�.�. :. ` Op1CI1IN ---- ( vACU Q , -- �,.. [JM . H 9E 4 0 HD RD. - 15' Olr EACH POOL &SP1! BDGB, PRINKING FOUNTAINS (ANGLE __... � ___ _. ._. __ _.._ r � }��� �asrr� .____,_-___._._ __ � •,�,/ j ---'-,, r _ QSI/1t _. �.,,..... VACUUM T#IN4 JET TYP$) , HOSE 8183 111TH VACUUM BREAKERS, AND PRESSURE `_ POST 1 CANAVERAL -VACUUM .FitTlNd PLUG t U BACRPLOYi PRE3V$NTBRS A:3 REQUIRED BY THE HEALTH DEPARTMENT _CIE. NSBfEK.OA,� -�- .., �--- _ _ ��_ - _ l �CAIIOP--_-CR`� -EOMM -1 _\ 1 . _ ,. 1tl, �6'. ALUMINUM ` I AQVALXTY - , ANIS HUILN�XNti DEPARTMENT. ---- �, ___- ERCiAt --�-�. - JETTT ARK 0 .,,�,. L1F$ P3RV$R :0" _ ,.. AQUAGZTY t__ MUt Et A CAHA .ate T P'XRR , TIi110W4; L1NN30' r NXL N "" 5. _kk O .DIA. OWNER TO PROVIDE I,LLUtt1NATION (OUTDOOR AND INDOOR) FOR - -. �__ ___ l { pR oR FR t �a .-. ti >' _�_�. I _ _ . __ .._ : 1 TH#OW RQ1r'8w8Q' _.._ MEtfR., AU1N ftr I �._._. ... ., �.. NIGHT SWIMMING A3 FOLT,OWSt -_..._ .. RE5CU HOOK W i t / 6 POLE A. OUTDOOR DEr`iC,S i 10 FOOT CANDLB3 AT WATER LB'dBL & � ' .-- . � ENGE A EONGE J.� , �` .__.__ _., HANE,�E�,AIL-4. S « 48" t, DECK LEVEL. " � � rANt�S Q �' � �4. � EB£RWEIN R0. ' •....:-- , r. ....,,, UANRALL-S.S. 6Q" B. INDOOR D$CK4s 30 FOOT CANDLES AT WATER LEVEL & � � C1 , O$CK LEVt3L. �''"� HANDRAxL;.9 $ 7�" 441 x .- HAND ices.. 84y �t1A _�.. _. . �.. Cusx0 suYLT w wow~ I `A���vO OAK N, 2CORAt.; NAR9O 6. OWNHR TO PROVIDT3' FIP�'T' AID EQUIPMENT. ---..-- .--.,.. �-�. �a oR HY yyr �ti�• ��� � D . S. � .,,�..... _,�.... WEDGES .ANC�i0i23 FROST 7. OWNER' TO PROVIDE A S'�CnAGE FACILITY OR AREA FOR CHEMICAL CAP C A N AV � ,� � � K MA o� �l�h � r �. .� . E3CUTCA9QZ�O i 9 (}R. 1 000s etva. I ijAi)pEiR a 3�-STBV 38" B.S.STORAGE, SAFE FROM WRn'IH$R AND UNAUTHORIZED PERSONS. O ��lY .�:� � u• I• COOUINAIM; CENTRAL. y LADDSik -• 4-STSP 3S" B.S. CENtRA gty .r-- 2• tAM1ANAC _ ; G `' ` ... .�.. LIGHTS UND.-►3094/:lav At�BRxc� 8 . POOL CONSTRUCTION NOT1?Q t J. "os,r X001 3, ILEX CT. �► ... .. ,., LIGHTS IND. -10Ow/ 12Y AMERICAN 1. 4" DECK MINIMUM AROUND POOL & SPA; 10' MINIMUM ANO E -r !. CAME001 _. NICESHS U 1 + ' AMERICAN FOR WADING POOL. O ARA AE;N � •CHEaAlt cgwn I.N. 5. NONttStlCs� .,:°=... r ND�.. ' - 2. DECK SLOPES AWAY FROM POOL 3 IN 10 _ _ _' "� �.. ... TRAI3RMBEt 12Vr 3U: 3. (2.58) . UMBIA R +'unc - PEY► 1. ttl ` R.... MAI :)I A M PO' wit" PRECAST CONCRETE MINIMUM VE3E2TxCAL CLBARANCE ABOVE POOL AND DECK EW EIEM. ItVE OAK t f t 10. E t A. A h � ._..... � • _�.__._._ 8 TtT. -�-M- ..;---�. 'MAIN DRAIN p0�-��" 828HIliGLA59 ..` � .M OISON AY '� 1 � .-�-_..., FRAkH &,,GRA`IE-1�"X12" HAYWARD PLASTIC ; 4. NO OVERHEAD WIRING WITHIN 10' OF INSIDE EDGE OF POOL WALLS. ,.�_ �.�. ..�,. MAik DRAIN POT -18 ..._.., _ �. FRAME 4 GPATH-1 R ">rt Z S 9. OWNER TO PROVIDE TRAFFIC, BARRIERS NEXT TO DECK (IP 6 � ._ ., GUTTER PITTINGS HAYWAAD 'PLASTIC REQUIRED) TO PREVENT Ct?STRUCTION BY VEHICLES. RETURNS-ADJ WALT, PACFAE PLASTIC °. S�Ti LO'A►1'I+t.)NJN RBTlIEtN$-ABJ FLOOR HAXWARD PLASTIC 14. ALL ELECTRICAL EQUIPNP'N'P AND INSTALLATION INCLUDING CUP.ANCHOR , NOT TO SCALE GROUNDING OF METAL EQUIPMENT TO MEET OR EXCEED NATIONAL N ELECTRICAL CODE. ._ ... _ ..._.. FLOAT' 5 "x9" HYDRO TATIC R$LIBB VALVE HAYWARD 11. A 4' HIGH FENCE TO DIS PROVIDED (AS PER LOCAL CODE) . _ HHATaEi, T ISDYNS LAARS 400, 000 BTU Lit GAS HE;ATEA 'I'H +BDYNS LAARS 2500000 6TV LP GAS 1 FILTRATION 9YSTEHI C014PAC: FILTMTION SYSTEM MUMS "-J Lit-, Gr 1 COP ' .1t. y - _ t . 5C3 t ENERAI,,1'4(Yf nONS TO PLANS m N wo _ Fill1 / , 1. POOLS) TO BB IN ACCOrtD11NCB WITH PLANS IN ORDER TO OBTAIN ,i q V a f �' f• -d. �# :r ifce OPERATING PBAMTT, ANY CHANGE IN POOL SIZE, EQUIPMENT, OR PIPING MUST BH APPROVED BY TO$ DIVISION OF HEALTH PRIOR TO SUCH CHANGES 138ING.. 2. PALM BAY POOLS SHALL I1.'178 THE PERMIT FROM THE DIVISION OF HEALTH PRIOR TO STARTING CONSTRUCTION. RESTROOM FACILITIES 3. RULES AND REGULATIONS FOR BATHERS MUST BE POSTED NEAR WAI'LR CLt1,S16'T5 URINALS I.AYAfURIM POOLSIDE AND SHALL 06 tEGIBLE FROM THE POOL DECK. MEN 1 - 4 • IF POOL DOES NOT HAVES ANAPPROVED DIVING BOWL WOMEN �.1 _ 0 -A CONFIGURATION, THE RUGTS "NO DIVING" SHALL BE ON THE SIGN IN 4" HIGH LBTTHR3. NOTES s .IV 5. IF THE POOL'S D13E3PEST SPOT IS Li3S3 THAN 6' DEEP, THERE 1. SHALL 8E 4" HIGH "NO DIVING" MARKINGS ON TOP OF THE CURB .FLOOR SHALL 8$ OF CONCRETE OR UTIiBR NON-ABSORBENT MATT.. `+../ OR DECK WITHIN 2' OF 'T11P, WATER'S EDGES. 'THERE SHALL BEA 2. FLOOR SURFACES SIi11LS► ESE SMOOTH, S,GIE?�'RB:3YSxAI�T FINISH. . MAXIMUM OF 25 PERIMB'Ct?R F$HT BETWEEN SUCfH MARKINGS. • . 3• FLOOR SHALL 8E SLOPHO FOR POSITIVE FLOOR DRAINAGE TO FLOOR DRAIN. 6. POOLS WITH A SLOPEOE}�!11R SHALL HAVE A 2" MINIMUM - 4: OUTDOOR POOLS TO HAVH OUTSIDE ACCESS 'r0 Rt$TROOMS. CONTRASTING 'rIT,E AT SUCH BREAK AND A SAFETY LTNg .. .- • POSITIONED 2' ON THIS iflll.CaLOW END SIDE OF THE SLOPE BREAR., 5. HACfJ RRSTROQM DOOR- XS LAE3HLED "�isN" 4R "WOMEN". Ji` THE FLOAT SHALL HH AT 1' MINIMUM INTERVALS. >0- m « 6. SIGNS WILL Be POSTED SHOWING LOCATION. OF RHSTROOMS. 7. THE UPPER PART OF POnT, WALLS ARE WITHIN 5 DEGREES OF; TIiERB ARE NO FOOT Ei11TEi3 --- •.. ,.. ., - VERTICAL FOR AT LEAST 2-50 AND THE RADIUS JOINING THIS, ,. TtiE3RB 11RE5 NO DRESSING ROOMS a. UPPER SECTION TO THE RtOOR DOBE NOT EXC!'$D 2.5'. IF THi3�•y74 UPPER SECTION qF THB w111�L IS IN AN AREA THAT IS GREATER ALL -. . EiOSB RIDS ARE TO EjE EQUIPPED VACUUM 8P8AAERS -- . M THAN 5' DEH>?, TE�t#xllt? WALLS SHALL BB YRRTICAL WITHIN 5 DEGREES FOR A MLNxMUEQ VHPTH EQUAL TO THEA� . „ s .• .. TS ARI3 .84 L1VIN�.� UN�Ts IN THIS COMI}XjE3x/PtIA813 Q THE POOL DEPTH MINUS .._T . THE DATA IN THIB� DOCUMSNT .... 2.5' AND •THE RAll,tt33 DL`q�3 NOT EXCEHD 2.5' . ' 75 " N N=�RAN3Ii3NT INCORP4,RATB PROPRIETARY RIGHTH OP X �_.._..._ GPM PER LIVING UNI' { } , • - x,00 T N3IENT 8. THIS POOL $HALT,- Be BUILT PER 7;HES8 DRAWINGS. APPROVAL SHALL g 63 . --�._._. 11MOU2#r OF FILTRATION ItHQUIIU3U (QPM) •+ PALM RAY POMB A a� w � �EAT��s 8 REQUIRED PRTntt TO MA}SXNG ANY CHANG133• NOTIFY - , THE I E311R IF THHNE. 11AM ANY.` INDICATIONS OF FAULTY . ., 8�'5 EtEtEY AVE3.: $QUIkMBMT` NO CONC�i#Tq sHALL09 PLACED OVER REINFORCING... .. STEELUNTIL THE3RE ARM == 26328 GALLONS � P L ;.,< 1 M BAY, FL..:3%908 , A ..�.6 EIR TURNOVET! RATEi NTiL THE. BNt3TN>cSE3R HAS IN9PECTEE) AND APPROVED TOM ---�-----�---,. .. ' N 0. ENGINEER I3 CALLED FOR ._GP1 R$A3 1RBU FILTRATION A#INFORCiNQPTA4 ME _ ... ,. ANY PARTY ACCHP^TINO THIS DOCUMENT DRnwK HS FINAL INSPECTION, T138POOL. SYSTEM SHALL- 1313 .. DOES 80, IN" CQNFID8001 AN13 G A , R.88$ _ .4. , FUNCTIONING A3 ,A FLNZSi1RD PRc�?UG'P AND. ALL BQUTI�MENT SIEALL .,, _ .. UB TH1 T IT. 3<SAM NOT= Be _ _g QUgLXCATBO I� rHBRR xs plZE;SHNTGY .100 �, cprl s$.[Na suer? _. : :.. Ii`1 POSITION. ,x LISP WHOLE QR N` AR I _. P Tr t OR DtSCW8 TG BATHINGoilv I } }. 9. THIS POOL, xs z,oAEy 2a 6TH13RS - ,II'TI#tU'I` THE• E : >t T. -TQ ETB 1SHO U T NO + N IT, �.� �_-T U. PERMITTED BY THE DI�PARTMR�}'�' OF E1E'ALTii 11t1r'): REE�ABILITATIVS SI3RVIC;ES, OFFICE _ PALM PAY PC}QLS. _: WA PH FBATUR S INC. OF LICBNSURR AND CEiE1TTPxr - .: r r - ST Of .ATTON. NOTE E - FLS T iP ACTUAL, TURNOVER TI 17&r ` ME3 18' 4.5 IiOURS. ;pt. cf t.F l4,k�3,k• e;1ab � os WN e w S �0 v ION Wo mean, r . SP 4,. vn<vJFCt'. Hithlc � •: - .BHT -f k -: vrronr„ ng81 Sr Env d'�r "� tr' �[' .r.. ,r• .M-bt _ :. ; LUUrua•. - g Eyrtn2 `' w, r 0 / q �o h 4 r a1 / �r / 4. r61sf� SreRH 4r./,(1 1 3 a9 !L'or, / � \ moi:• 9�' at IL� � f• 1.41 /O cs t a / ii / - J h / , X. �,/� t, P ili t 7 - o• \\ 1a t q� t4 ,'r" i k� i : • �, �_ 4,%t'$ 41i Airit'��rtiJ 9i yuu`��� e f��� l�• �'�`t y"i 'y � � �S�'�' �r�,�r��f q` ! ► y�i/ r 0 to ti: (SES" -0,rru) q 1 1lIP Of BERM Et. 8.5- ai 4 fel. kill o` r ��� I �,f�` f ilUt -- }19 pArEr�ffNr .I,vU WiOj-,v 6X/J r/ti s ! vs plpry dJY` I Ki i r alb 49y t � i, �,SOG f a C r>] t I'• f bYlKr, MR 0. � lj 1 If r q�' •9. __ Mrs INV.. ys � qt, d 77 777 M ♦' t N. KHANAL Th"Plan "I's been prepared under,,,y, dfrovi sup9nrtsian and is, to the best of kmwt 8 accurate and n c f ° ESS10NAl. ENGINEER � �s � .0 3 l �!� LILLIAN RC1. *Ms with al applicable n�,ITing cod v W.P.B., FR 33408; N INE: A' NOTE : (407) 433-6381 - 1i- Elevations shown are based on N.G.V. datum. 2. All requited testing reports shall be copied to the City of Cape Canaveral. EttG1Nl fIt'S sEat,. tIS � 3. Sanitary sewer construction shall be in accordance with the City of Cape. Canaveral Standards, 4. Water connections shall be made under the supervision of the City of Cocoa Water Department. Fees l eh t shall be paid by the developer. n r • i x ` t t ( g. fl,a locations of the existing utilities shown are based upon the best available information. The xj, [ ab« Contractor shall verify the location of all existing utilities prior to co mn encing construction activities. ]' 8. T.he Contractor shall provide Engineer with AS -Built information from a Registered Surveyor. The ` PRWf-'CT f3'�7YGYf�tNRK _ _ y E�lS f S i Vit; 4! tf. N, • . .,,,,, `� � • 6 b � ;r�i� t t e;r ti �`"' - '' ► ,ti o sewer, water and retention grading As -built information is due prior to paving & sodding. Notifytits N;ir 1,'A4 s.6l 1 ,` t� - ` I / Engineer for inspections of the retention area grades prior to placement of sad. The finished paving W,V.tf ,+.51 ft ,/' .o gradesi ate due w.tthin 10 days after completion of the paving. As -Built information shall include: / As Seweta Distance between Manholes . 7 r Manhole &Service Lateral Locations from f Oownstrean, Manhole . / :;-- �'" ► \ ` j Invert &Manhole flim Elevations , It / ! Sewer Slopes CCR9 4vtt.r 1 / I B. Water - Main & Service Line locations TOP 7.98 / INV. i• rat , / ! Valve & Bond Locations, 12 Ties to Per►nanent Points? 8 / 2 Fire Hydrant Locations 19 Bacteriological Sample locations C. Drainage - Perimeter Location of Retention Areas � { P Bottom Elevations i of Retention Areas Pavement Elevations at Elevation Points shown on the Plan +) Detail Outrall Structure J 8_Ult/11NnGE NUNS: 7 All retention areas and positive drainage facilities shall be established prior to the placement of an ` /:9N'N6 «'wrE�pt/NE5 SlOf'E'�V.49"e, I impervious surfaces. Y w jr ,o o "� �, _ o U,YrL's5 !S/Qr"�7 r�!•HERIt//S� ; 8. PVC P_1�; i / / o A. Water,;, AWWA C900, DR18 pipe with elastomeric gaskets complying with ASTM F 477. tY r �,;; B, Gravit Sani r Sewer, SDR 35 AStM D 3034 sewer pipe whit joints canforn,ing to ASTM / _ r1 N,rt • ?'f r ��, / ' 9. Provide a minimum separation of 10' between watermains and i l ar, tart' sewer mains or buildings, -`e 10. Not,ty tfte City of Cape Canaveral inspection Office at (407) 868.1222 before starting construction. x 11. Notify utilities 48 hours prior to construction: Of' ""``I / & t Company • {407) 831.2000 ry" ;yrs NUS florid& Power Ligh � .i -,1 - -� _ f Southern Bell1.800.341.1902 ` s Cocoa - (4071.039.7659 City Gas Company of Florida - t40t 832.1736 , • � I Cablevision of Central Florida - (4071264-3300 City of Cape Canaveral (4071868-1241 c, - N 12. All concrete used on site shall have a minimum compressive strength of 3,000 Psi at 28 days, unless v ._� S�4/�a,�j�j ►t� / / otherwise noted. 13. Walkway accessibility to buildings shall be in accordance with the Florida Board of Building Codes 8 Standards and the A.D.A. E 14. This site Iles within F,1•R.M. Zones X, AE, AO and VE Community Panel No. 1x6094-0313 E -t ,dated April 31d, 1989. See survey dated October 28. 1992. a ; 15. Sidewalks construction shall be in accordance with the City of Cape Canaveral standards. 19. Fire alarm system to be installed and connected to the City of COPO Canaveral Fire f7e artn,ent standards. p %% 17. hoof drains are to be connected to the proposed storm water system. 18 Outing, c, the contractr shall utilize erosion and sediment control best management construction, d : practices as described in the Florida Development Manual. Z / Is • c� � t , � cry �/ " } �� 3�- _ mos ` ib' % NOUCE / THE DATA IN THIS DOC - . -- - vrENT INCORPORATE PROPRIETARY RIGHTS OF c 1 . 1��M BA's �40LS & ti'YA' FFA►TM LEGEN 2873 KIRBY AVE. N.E. erg` PALM BAY, FL. 32905 1 •� t'4 ` ------W--•-•-•- WATER MAIN (SIZE INDICATED) ANY PARTY ACCEPTING THIS DOCUMi3NT I -FIRE LINE DOSS SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPE C _ I ATED• IN - WHOLE OR IN PART, NOR DISCLOSE TO ' FIRE HYDR NT l i----- W GATE VALVE / oT�ERs �Y � �• T v l r TROUT THE CONSENT OF GA E VALVE (SIZE INDICATED) ' P B / CHECK VAYE ALM AY POOLS &WATER FEATURES, INC. j / 1 REDUCER 45' SEN 90r BEND I ) n. E - / 1 CROSS, TEE, WYE l r PLUG 4R CAP r BLOW OFF WATER MiETEtt ...-..•SS.,•._•.• SANITARY $EWER LINE (SIZE INDICATED) Ln MANHOLE / SS--'--• sERVICI* LATERAL --•-------oc.a CLEAN OU r / ! t EX15TINO GRADE PROPOSED GRADE LOW POINT ELEVATION MGH POINT ELEVATION .--_ d_- __- _ - , , '_I -Y" EXISTING CoNfOUR g ll atiA 1T kk 08AINAGE DIRECTIONALFLOW ARROW l� ®Tt bt1A .,a` ay r,� �i� - S10RM ORAIN INLET Y t STORM 012AlN PIPE (SIZE INDICATED) p 0 �fi f g1�bt'OLf CI�Rd f 6!r/- DENOTES PARKING COUNT i/ r'4 M,i rCN Exi,srrNd STiIT'F_ �`"`�-•��" - l�AfIOICAPPED PARKING cc pt cf � O'` ' �O s1C/t feait'1 � Rel-; ' w � tum$ P sorrE.r � _ a5 h TRAFFIC OIRECTIONAL INDICATORS �� p" Scrykas t!0 VD { r -,i! .� . F rCiJ;���R y:�icrUR oEvslrcv o£nfnEe r'r#7JfCT NANf ^� rl.,g 0PA`^ N r COVER{p c rr � , SCALRs 1" 44�Qa fig# - G St"IC AF.SF0%LG 1 .'R 9'A' - r t.%'AR i 10G'+AIJVA1'.)iAt, , 2". Rgl URN: LIME. _ .. V SKIMMER LINE. 1112"._E UAILIZE LINE Q ". 1AIN DRA IN JU _ E is PVC PIPE-TOTRANS ORIER ON 2" VACUOM LINE'`- � 1 t�1 b t�tt-1l POOL, PIPING PLAN SCA. t _1/4" y It -off Llr// sc.ti vvc.t �}a pvice � r -gyp,,, +E <'V t,4 v vrri uv rA r IT -TI (V gcFiS vv t_m Fav pvk= P 1 4" HIGH LETTERING MINIMUM 2'- 0" MINIMUM �5�114 N 0 . if T\M NO DIVI,NG POOL RULES 1. NO ANIMALS IN POOL OR ON POOL DECK 2. NO FOOD OR DRINK IN FOOL OR ON POOL DECK. 3. SHOWER BEFORE ENTERING POOL, 4. BATHING LOAD .c (POOL)* 5. POOL 'HOURS A.M. TO P M. 1" HIGH LETTERING MINIMUM CONTRASTING SACKGROU,NO e PICA NO DIVING SIGN 1147 Tt) SCALE F .-+vn+icae.>. Mrd'R7r1sr.'�.'�+e'.,,...�w.....v ..'✓�9R'�M.�"*+wn's•..S„�s+an.*AM.'rY. wl+[+01+�. -.-!"q�'�'ts�T.vs._..q,tyr4'.�.,,",.,ry�la�w-__ ., .r .�,.•fR•Myyp�.M,�.�,,:...�.�.. —.. y E' - d .a 00 4. oa Al N . M.. , e P. 3 i - _ c r a r , , q t r r`e , t 4 V. V. • y _ :•.n .., . � .,:. fid. ..,v .:. �-�:'.. .- ,.�.' .s ..�. ... •.. ,: <._ -,_ _,,,.. , w .. :r' �' -. % r, -. ,: : - e:. ;. �_ •y: 9 4 "-ham. f s 5 p 2 'S�fi{�'i3t31_�. �O VG 1?19V!, .. �. v ow PAL gin,, , ..• E 4 iil� IN 4LL ,w Boa a, 44 , .y ., „ - r hill 40 f 40 r , ..� ! MA74F! b ami 4 .r,i, -t"`Si •ti. _ E n MF L n tot,} i .. .. RSV °. y:. •, -. :�;�::. e'':; r• .. :.: _ ::_ ..�. �,. :...y _ k U - , A s r 7 r a POOL AND SPA LAYOUT PLAN SCALE: 1/4" 11--0" DEPTH MARXERS �-- DECK DEPTH M4RKi*F�---. TO BE WI -THIN 2 Of POOL EDGE. 3 TILE CANTILEVER - DECK NOT E MINIMUM OF 41 WIDE DECK. SLOPE AWAY FRAM POQL AT A MINIMUM OF 3 IN 10 . WATER DINE LOCATED APPROXIMATELY 3`� TO 4` BELOW TOP OF TILE. 6" TILE LINE BAY BLUE FINISH PERMANENT DEPTH MARKERS 314ALL BF_ 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 BACKGROUND. THE MAxiMUM PERIMETER D13TANCE BETWEEN DEPTH MARKERS SHALL BE 25'. ALL MARKERS MUST INCLUDE THE ABBREVIATION OF FEET (FT.) AND INCHES (IN.) WITH A MINIMUM OF A 4" HIGH: LETTERI NO. THE POOL- DECK SHALL BE CONSTRUCTFD OF A IMPERVIOUS MATERIAL WITH A SLIP RESISTANT FINISH, 12)Nc�. i REBAF POI4TOM ED 13E SII MARKER DETAIL NOT N !, A N Y 1� �► DEPTH MARKERS AT WATERLINE TILE AND WITHIN 2' FROM ED13E L' OF POOL. E2S'MAXIMUM SPACING.) I 03' WATERLINE TILE BULLNOSE TILE AARCITE S 0 EXTEND TO SURFACE ,,,.•. xl`t ORPORAT) FR4Z'R L�'AR�C i IGUT9 OP t.�` ` POO ! WAw rI 2875 _#XXRBY AVE'. FINISH SURFACE X 12 ANCHORED GRATE r - --- — . • .. c41 p32905 - PLASTER. A7L,M.. SAY, ° F1".. .016 " _ alai . A,Jlk& 19 ,�► . .` "' '"^ ` ,+.ee.bs.+e.�...,,+•rrr+..�*�...•rwr... - �. ` .. g .:- S' A ' •'.. 11 A i M ' F - u � t ` A 'ON tH ERAPY QRAW MAIN DRAIN tt Yf 2./ of' Z.f g if i 'SPA DIME NSION PLAN -- x SCALE., IX 11-W PLAN 1 Tj(3E EpVALIZER E'xTTxN�3 Li1v7JEI2WA'rER LZ�iT �' t • TRArrsFOFzr�R a �l PPA PIPING PMN NOT TO SCALE NOTICE THE DATA IN THIS DOCUMENT INCORPORATE PROPRIETARY RIGHTS OF TRANSFORMER r _df i � • . PAS R AY POOLS & wATER FEATuR.E5 " SECTION • � - --- - -- - - 2875 KIRBY AVE. N.E. PALM BAY, FL. 32905 2 SKI�LM��2 .. . NOT tSCALE ANY PARTY ACCEPTING THIS DOCUMENT 5►T.+�I 1..1 L�� : T�:i' 1. _ _:_ - , __.._. DOES SO IN CONFIDENCE AND AGREES 8"._MINIMUM THAT IT SHALL NOT HE DUPLICATED IN }t,+tt�lt�tl. IhiSTALI. 2..kC• h 1c�t-1 �=, 1p.3t>1 Tl1• 4P1 A% Lk, -A80VE TOP :' ••• • . • '' ". WHOLE OR IN PART, NOR DISCLOSE TO 1 T ie'..1 5 -tt� ps �ICFi t2tSM" 4V Ce;ti-A 'aA-6TIV4<,. 4F POOL OTHERS, WIT90UT THE CONSENT OF _ � 4UIPMtN } i _—_�_ _ PALM DAY POOLS & WATER FEATURES, l� i. EXTEND TO SURFACE RES, INC. RID WIRE " ._G E �.+NM r T�- - 3 1"til l P - tCilll✓ SURFACE 12�' X 121eANCHORED GRATE t -i ____ _� AREA OPEN., 97,4 S4: IN. � . I MAXIMUM VfLOCIYY IN MAIN DRAIN t '� DOES NOT EXCEED 1. d E R S. L Se�Y (C.}{�+, 'hfrt� � � 2n tL�,C1,��..1 1,.11•-�1� �. ..-_.�.. ! �'�� _ - ; -��,_ �.. �✓x, ,�.i; PVC NDEIiWA7ER LI13HT - xvFi lr 3 t00 WATER 1 -OFF J . WATT/ 12 VOLT). MAIN DRAIN LINE REINFORCED $HOTCR is , �_ _ _. w_ , •� WITH No. 4 REBAR a 12 4 ' I CENTERS EACH WAY.--- -- �• ' 2" AU?4MAXiC RELIEF VALVE . - tfi ice!• 1-r -� � K.t�15�4c�.S� '' ` ( IF REQUIRED). , GRAVE. BED all WIRE SCREEN f 3 1 o I _ t I - 3" S E' IF NIGHT SWIMMING IS ALLOWEDt THE FOLLOWING ILLUMINATION IS REQUIRE. __.- —PERFORATED PIPIT e --SOLID PVC SCHEDULE 40 PIPS A. " OUTDOOR POOLS: THE UNDERWATER LIGHTING IS .5 WATTS PER SQUARE FOOT OF POOL. WATER SURFACE AREA. (WADING POOLS ARE EXEMPT FROM THIS). V 4` SHMMW IV Equatrret Lino 4' 4' Haut Orakl •- ., 1' Auto tevsi Control Yak thftin . 2" Vao. Chlorine 2, lkte Feeder. �----_ 31' (TYp.) 1.5" Vacuum / 1.7 1 / 2" to Filter / Waste f Vt�auum Theftnometer Pune 3" Pump V004" necirC. Pwnp Suction C 37" �t1F-110 1 1.5• Fr. ow Meter 1.5•Precoal He6ter Separator 2• Peluin 1.5" To heater Tank PLAN KMIGS MAfVC f LIOA.AIUD MODE). F•1 F•14 MAN GRAIN 49 49 •V ow, Ivvwfvlvwlvvvvv V& "to"1SIAyA.j. MWM 4 SLVFACE OVMOW 3 4 VACUUM L#0- 2 2 J: 1. S 2 PnECOAT LME 1.5 1.5 PAIWI.3 N.P':..........� 1.5 1.5 F nESH WATER p 1, 112.11 saF r. vF IL 1 n AnEA 114j 19• Eten»nt! 1. YI�t VF. g f UFl f`f117f`ont K7r�JCa f Lrrry Mf. hESK;Nt ) TO11 St K.11 ... �... P4 A(31. 2 N.P.......•: • MA;PL 314 H.P. 1.5 VAC" TO F L f En 1.5 t (AI IS 11'11' ) 2.50 GpM 15,004 GALIONs PEn s mums S0 1Di1 11E MAW I;? ". SKIMMEn, TO A fn.11EATER ANO nl:lun" ,...... ,,... . ,P1 - P4EA <X I KP - TO I lEATEn I's 2 4'ELF 240 Fr$W 11EATEn �� f N.P. 3TA�nITE i�211ASEl nECtnC. PUMP Wltll 2. AIL fL.I:CrntcAl EOUFAAENf sllAlt Gx+rc�ftM YYlfl/ tl+& N.E.C. DOES'SO IN COPPIDENCA' AND A1C AUS , sTAT ic •� (1w F -- -" ) tAlf: AND LIN T $11 fn 4, t+ 1�" flow MEt�.f1cF-3otsofl 20 To too GPM nAIlG1: ANO SI IALL COMMY Willi LOCAL CODES. 3. r�.r�nncx�MsllAurx�teeusEoronsTOftAC.lAgFCI+EMIGI�Ls AI OTION • . _ wA1Ef1 - - _ 5.-314 IIP StA.nitE P20ASOL VAC. PUMP Willi IUun Onon+In ItEMS tilAf CMO WAIn OPIU ION on INsi (?f 3Y5t.EM E1�iL�>�QD�it�2.IF.S OTHERS, WITHOUT TH8 CONSgNT OF Auts, E U01,14L_ELII.. D!�liU, LTCVEt t4• HltM {'UMI r NID tINf StTUrN n 4. N_t 00MftJ*Ht$AAS OfSC M0fOnMIT 14OUSUSE U�►h qap - UNK(L I Or W.rVEft(LEMENt S. 2V FACE VACUUM GAUGE O.3W 119 s. F4.1ER IMM HAS COVEO NtEASECTION BiTYVEEN WALL ANO FLOCK Qt�►de 3.111 SO. F T. EACH, r II1±ADen Plea k , +�• 1 l.I 10 (�/ LLON CAPACI IY f N.1 EA 1A1�K TANK rtoon Smets TO 0AAN 3 YDs. S.MA•1 S OW 10.35 *Ilft ) EMS" CIILOAINA TO" I. Alt CIIEMi�.AL FEEOEn3 AM NIEnLOCK(O WI111 nECInCULAT" PtJW MINIMUM SPACE EtkMtNt 1.5 GPM (MAX),•3.123 FT-fSEC. Q00!1Li1EIt NSF ADF'fiOYf,D FOIi C(}I,AAAEfICUu. F'(7U1.3 UP TO 15,000 43Ai.. f. MI. VALVE*. PIPEfi• G14MICAI rEEOEAs • CFM3CK3 AiMF PEfW1AAifrN1LY . } ;. . • 9. PAC FAS 40 SU.Ft. SEPAMTOO TANK MA01910 018vily , VACUUM U/E FILTER y :1! 1LSll�Ilt�#L-I 1 A! L PIPING IS NSF PW APPfiOVEO ANO 15 90 MAf11(EO to. wa>Ili 9. ALL PUMP11 AAE tall PAHNWO WASIO E • . ,• 1. 52.5 SO.Ff. OF FM.fEFi NiE.A (14) 19" Ffarr�nIs t?. l'�UW hf.lOCAtr0UN0E,A 1A±CIIF'IJItIP MIt,I IOn UErAN. .. 2. 100 GPM 311,000 (3A1LON3 pl%I1 s ItO1t113 Q 54 I Ol t i t. FtOYA �tEA M LOCAT(0 AS PE.A MANUFACtUAWS Nstnmtte"s ANO Is C.C. taLOCK 3.2II.P. STA MIF P4EAGOL nECIM, f UMP Willi CAPASLEoP lMFA0141.1 l&*8 "if O JOW FLOW RATE TYP. Ell• CORNEA F AKi 1► t N t 9 T n jINEA FLOW I*tEA CF -302W 40.154 GPM nANc� 11. NO 0466 LM Me TAIs us( 0 I!. 14 Fr. CAmxl (uw) to4t# 4 Pnmgxo ELEVATION 4.2' 5. 314 IIP SFA fi11 E, P28ASM VAC. f LMAP Will' NA n Kra AND L*11 81nA# " � d 2 5" FACE VAC" GAUGE O -W 119 + 1.110 t1ALL0N CAPACII,Y fIL1En TANK S.MA•18 OW (0.35 /1110.) tnosm,l CHLOnINAf011 NSF AMg)VFD FOfI Coh"I1CtAI. POOLS UP TO 13,000 COAL. NOTICE. 9. I Ar: FAB 40 S4.Ff. SEPAIIA100 TANK LIOA.AIUD MODE). F•1 F•14 MAN GRAIN 3 4 SLVFACE OVMOW 3 4 VACUUM L#0- 2 2 FIETUM LINE 1. S 2 PnECOAT LME 1.5 1.5 WASTE Lf* 1.5 1.5 F nESH WATER 1 1 TANK DI IAN I'S 1.5 VAC" TO F L f En 1.5 1.5 BUCTICN LIME 2 3 TO I lEATEn I's 1.5 Fr$W 11EATEn 1.5 1.5 COM PAC FILTRATION, INC. 0? 6 N. MYRTLE AVE. JACK` ONVILLIEs FLA. 32204 1.000.999-0647 x A«, PA S t� t" �c.w n � s • .: r.t f wi 400 ri, 1p ..";...�... n ....fwap • _ `�!' i THIS` DATA IN THIS DOCUMBNT Iloas Bibb with � XPORPORATH PROPRIRTARY AICHTS tai' Vacuum Oteaker �'r„�.�'"4`� & Air Gap For Man. '-tA.a_1 r Spay of P" DAY FQO WAJt�,:e.1.�► FEATURES d Auto FRI 2$75 I<XRBY AVBr N"B. PALM BAY F 32905 11 ,# : ,. kp LCUWK) V>x 90L Is 1 �a" uIa 1lot. ANY PARTY ACCIdFTNQ T DOCUMENT - --- an DOES'SO IN COPPIDENCA' AND A1C AUS 4�ralinq IT OHALL NOT . BE` DUPLICATED IN wale{ 111#1WHOLE OR I'M PART, NOR .DX$CLOSH Tti . E1�iL�>�QD�it�2.IF.S OTHERS, WITHOUT TH8 CONSgNT OF Auts, E U01,14L_ELII.. D!�liU, HltM {'UMI r • . PALM BAY COOLS. & WATaR ;F8ATURE3, INC. - UNK(L I Or W.rVEft(LEMENt 3.111 SO. F T. EACH, r II1±ADen Plea k WIT14 1-W OV. 110(911 PEh ELEMENt A TOTAL Of .11$a IN. OPENM FEf1 MINIMUM SPACE EtkMtNt 1.5 GPM (MAX),•3.123 FT-fSEC. FiEOLAnEMEN t } ;. VACUUM U/E FILTER y F,7/F-14 x A«, PA S t� t" �c.w n � s • .: r.t f wi 400 ri, 1p ..";...�... n ....fwap • Main Drain Equalizer �— Skimmer Fresh Waler Fill 31" (fyp,) call -ridge Filter P_. Boss 8inb vrilh �' P� Yrb AU bap ru .tar► _ Awe us -2. Y Float V•Mi_ 42V It ANDT'Ire►nt MA --- - Lc Egoal-tar Lire (i• P") Aufr &Ura Therapy Pump From Heater Return To Vern 1�� tank (3rair Heater�-',gO Suction S Chlorine Electrical ThermometerFlow Meter rfl {tEc►re. Pump Fae�Ser Equipment Waste (PLAN ar••. V HydravVe Va?v �• a,N.vaw•_ F.na tarlr L CKM aiiA wr DOW nt• 246 IUuvals (rYP.) 3' AIW, '` . tom. i ic 4 • __ 1 a YOS. Or-fl0IEIE ArNN. - ,�- - g VG • 1$S- EQUIPMENT LIST 1. 110 3q.Ft. OF FILTER AREA (2) ST-105SC HARMSCO 2. 50 GPM 1500 GALLON$ PER 5 HOUR @ 60 TDH 3. 1 II.P. STA• -RITE P2RA5EL RECIRC. PUMP WITH HAIR AND LINT STRAINER 4. 1 1/2" FLOW MST$R CFR --30150P 20•-100 GPM RANGE 5• 3/4H9BR STA• -RITE P2RA5DL VAC. PUMP WITH HATA AND LINT STR6. 2.5" FACS VACUUM LAUGH 0-30 Hg 1. 110 GAV'ON CAPACITY FILTER TANK S. CR 8-14 OR MA-188FM CHEMICAL FEEDER 9. STA-RITO THERAPY PUMP: SPECIFY ONS P40A6GfA 211P 104 GPM @ 60 TDH P4$AA60L 2, 5HP` 119 GPM @ 60 TDH P'4E!6HL 3HP 141 GPM @ 60 TDII 06 F_ - - t- 20 40 s33 80 1001201.10180180 U.& GALLOW PER 1.AiNtJTE SrA-11146 ------- inti E6{ Il. 311.1: , .'.;....�... _ P2fiA5EL i { I, P. • --. -- . PA F-A4GA 211.P• • .•P20AWX 314 1 I.P. PaEAACGE 2 tr214 P- NIODEJ VC -1$S 'iUINE S1LES MAIN DRAIN 6" SURFACE OVE"Low 3" RETURN LINE 1.5" TO IIRM'E,R 1.s" FROM IILATFR 1.5" Flk"ll Wr' FER 1" TANK PRAIN 1.50 WASTE-LINL 1.5" SUCTION LINE z" i - J NOTICE C.C. M=K TYP. FA THE DATA IN THIS DOCUMENT Kra INCORPORATE PROPRIETARY RIGHTS OF r Pj%M DAX POOLS & WATER FEATURES ; _ 2815 KIRBY AVR. N.S. • PALM BAY, PL. 32909 k. • r ANY PARTY ACCEPTING THIS DOCUMENTpK'Awra DOES SO IN CONBIDI#NCB AND AGARES THAT. IT SHALL NOT SO DUPLICATED IN WHOLE OR IN PART, NOR DISCI.OSB TO „3 OTH90'o WITHOUT THS CONSENT OF i�I�S%AI� JOHN y • 0 4 T 6.w vC 1s _ ,. PALM BAY POOLS & WATERBEATURE3, INC. ASy��t�YVhi . t PAOJEC>t` NANi Aurc r e If INDEX OF DRAWINGS t DRAWING NO, DESCRIP HON PI SITE LOCATION PLAN/EQUIPMENT LIST/GENERA[, NOTES/RES rROUNI FACILITIES SITE LAYOUT t C^NOTES P3 POOL AND SPA LAYOUT PLAN/ POOL SECTIONSJPOOL SIZES/ LIGHTING REQUIREMENTS P`I POOL PIPING/POOL HYDRAULICS/ SIGN DE'T'AIL PS POOL CONSTRUCTION D1,'TAILS P6 SPA DIMENSION PLAN/SPA CONSTRUCTION DE'T'AILS/SPA PIPING PLAN/SPA CONSTRUCTION DETAILS P'7' POOL FILTRATION SYS" TENuPOOL EQUIPMENT LIST/DETAILS%NOTES P8 SPA FILTRATION SYSTEM/SPA EQUIPMENT LIST/DETAILS/NOTES s BENIfO CONSTRUCTION CO. INC. 3400 N, ATLANTIC. AVL. COCOA BPACIft FL. 32931 (*7) 784 • SM N. KHANAL PROFMIONAL ENGINEER 3155 LILLIAN RD. NIV.P 0-t FL. 33446 (407) 433 - SMI PALM SAY PQOtS & WATER FEATURF,S 281$ KI"Y AVENUE N.H. PALM DAY, FL. 32905 (4tY7) '7 - 8,4 . L[CENSL #CPC4-032537' R0004[764 • t 1 (401) 433-5361 _ OWNER ItESPONS1Ii1.L1'TIES 1 EQUIPMENT QST 1. OWNER TO FURNISH AN ArCEPTABLS 1" FRESH WATER SUPPLY TO r THE FILTRATION SYSTEM (TO REST LOCAL CODE). 2. OWNER TO FURNISH ALL 81ACTRICAL POWBR, CONTROL PANELS,1 U U J1 d a C y{ AND STEP DOWN TRANSFOPM8R3 INTO THE 13QUIPMBNT ROOMS OR �. � � POOL• -PAX. j C} 3. OWNER TO SUPPLY A 4" 11A$THWATHR DISCHARGE LINE CAPABLE OF SNAPPER CARR1fIN(3 100 G -P.M. TG AN AUTHORIZED DISPOSAL AREA (AS T '` SCRAP RD. __ .� - 1 ALLOWED BY LOCAL CODAS) . ( : ,.. LEAF BRUSH 18" W/CURVED END ...,,_..�.-,.•.. V,.., ,.,J- � 1 � �. LBA� 3XIMME�t .� AQUALITY t ruining COAST GUARD f �_ - ` _. ,�.,. -.. tt 1 rurr,l�� _1". _ ..,.� VACUUM HEAD 4 WHEEL 18" HD - - f S T R. 4. OWNER Td SUPPLY �ES'rrE�t4 FACILITIES (wATERCL058Ts, t � � 2 POLE HANG13A URINALS, , tAVATORIES, E?.TC- ) , OUTSIDE DECK SHOWERS WITHIN ... t Q - -sr+0o!( _ .�.�, B 98T ..�_._�...�_.. ..., i VACUUM- HANGHOSE 40' HD _ _ __..... ... _.,., , DOLPHIN -� Ao. Gln 4 -_) 15' OF EACH POOL IF. SOPA, EDGE, DRINKING FOUNTAINS (ANGLE t 1 Basin �-_�:.-�'-.`_: r, ► �... ._:,_.. ._�. VACUUM FITTING JOT TYPS), HOSE BIBS WITH VACUUM BRBAKERS, AND PRESSURE t'ORTCANAYERAE , BACKFLOW-PRI3V$NT8R3 115.:REQUIRBD BY THE HEALTH DEPARTMENT ._ VACOU14 PITTING PLUG ,- - ` �� .� 1 �CA1.lOP- C`1 8EEltQA.___ _ POLL -16' A•LUHIN.UM AQUALITY AN6 BUILDINt3 DRPARTMRti'p. ( --- - - �-EOMMERCiAt PDA---_ \ ; �frtr `moi RK ��o. 1 20" LIFE PRESERVER AQUALITY CANA THROW >INgr30' NYLON fit" DIA. .r i l MUkIEf ! D, ORiRAk Pa va'+ t 5. OWNER TO PROVIDE ILI.t)ttINATION (OUTDOOR AND INDOOR) FOR � ' •. - "` �'."'�' NIGHT SWIMMIN4 AS F01�i<OWS t - �-------.- mt(f III, AUTH lir _ _ _ �,.._.: THROW ROPE -60' ._.1.. -„ RESCUE HOOK W/16' • POLE A. OUTDOOR DEO'-KS t 10 FOOT CANDLES AT WATER LEVEL & .-� .-� ENG FORGE J: K v�QO E8 HANDRAIL -3.3. 48" s'•�s ` ; ; ENGE A ....,.. DECK LBVBL. � _ t EAWfIN • �� RO• HANDRAIL-S.S. 60" H- INDOOR DBCX 3 t 30 FOOT CANDLES AT WATER LEVEL & � � OCE �A�Ti iA"` ""' ._ S DECK LEVEL. --�. - ./ _. ,_ HANDRAIL-S.S. 72" .. t�1 A .: 4 n 1 ���`� HANDRAIL -3 3 84" tiro CUST014 BUILT t �p� dAK N. pCOAAI,. ; HAR60 ---- ----: 6. OWNER TO PROVIDE FYtiS't` AID EQUIPMENT. ' q7.�� T A OR NTS. .._.,. WHOGS ANCHORS FROST P /' i[� A V f l /'`i�L '� �' P K MA 0 �r LSCUTCHEONS OWNER TO PROVIDE A STCPIIGB FACILITY OR AREA FOR CHEMICAL DR � , i �3 ODDS elro I LADDER - 3-STBF 36" S.S. STORAGE, SAFE FROM WP,11TH8R AND UNAUTHORIZED PERSONS. 1 CENTRAL O *� � I•COOUINALM� --- 8. CENIRA v �'8lY _ ` A N d. 2. LANTANAC� � LADDER �► 4 -STEP 36" S.S. POOL CONSTRUCTION NOTt?'3 t � , �' vo p " GN W 0001 1 ILEX CT LIGHTS, UND.-30OW/12V AMERICAN 1. 4" DECK Mlitz;IUM AROUND POOL & SPA; 14' MINIMUM G ANOtE 1 CAMfkIAC1� _ �;, _ ,.. LIGHTS, UND.-100W/12V AMERICAN V RA AGN CHIRAI( DOWN LF1. S. NONITSUCKk -� . �. NICHES, UND. -1' AMERICAN FOR WADING POOL. _ I -7-,, TRANSFORMBR-12V 3D 2. DECK SLOP E3 AWAY FROM POOL 3" IN 10' '�"" __ ' �- jJ141$IA A .._....8 JASMINE C11, (2'S$i. MAIN DRAIN POT�12" PRECAST CONCRETE 3- MINIMUM VERTICAL CLEARANCE ABOVE POOL AND DECK -- - lQN f 00 U N <. �4f'iVIEW EIEM, f• LmOAXCTs is 711."7E �.eArtt. i --•-- --. MAIN DRAIN POT -12" FIBERGLASS %�� 1 _FRAM$ &GRATE -12"x12" HAYWARD PLASTIC 4. NO OVERHEAD HIRING WITHIN 10' OF INSIDE EDGE OF �-�. M OISON AV +/ _ " POOL WALLS. . �,. . �.,, MAIN DRAIN POT -18 _ , ... _. .. �.. FRAME & GRATS-18 "x 18 " 9- OWNER TO PROVIDE TRAFFIC BARRIERS NEXT TO DECK (Ip GUTTER FIT'T'INGS HAYWARD PLASTIC 6 .. - .,..�.,. RSTURN,$ -ADJ WALL PACFAS PLASTIC REQUIRED) TO PREVENT f'nSTRUCTION BY VEHICLES. SITE LOCATION PLAN - RETURNS-ADJ FLOOR HAYWARD PLASTIC ,. __ 10. ALL ELECTRICAL IrQUIPt1PIIT AND INSTALLATION INCLUDING - CUP ANCHOR ROPE -.31" GROUNDING OF METAL EQUTVMENT TO MEET OR EXCEED NATIONAL ELECTRICAL CODE. FLOAT;3,5"x9" , �-.. --.-,. HYDROSTATIC RELIEF VALVE HAYWARD 11 .. ,, • . A 4' HIGH.. FENCE TO BR PROVIDED (A3 PER LOCAL CODE). SXIMMR-NSF "PA. HBATER T13LEDYNI3 LAAR3 400,000 BTl! LP GAS F _ _ HEATER ELEDYNE LAARS 250,000 BTU LP GAS FILTRATION SYSTEM COMPAC F 14 1 FILTRATION SYSTEM VC1 L ' - �_.. FL .w ....,�.,•, - � ,. 1, �..t +► ' SC'Irt~ GENERAL NMATIONS '1'o PLANS MEM wo s • .-t0 1. POOL(S) TO 8E IN ACC011PANCB WITH PLANS IN ORDER TO OBTAIN 4..4 •. • # E�,. OPERATING PERMIT. Ally CHANGE IN POOL 6139, EQUIPMENT, �f OR PIPING MUST BE APPROVED BY THE DIVISION OF HEALTH PRIOR TO SUCH CHANGES BSING.. 2 • PALM BAY POOLS SHALL IiAVB THE PBRMI'P FROM THE DIVISION OF �►������Zoo�� ������►�.��� ` HEALTH PRIOR TO STARTIt1G CONSTRUCTION. 3. RULES AND R8GULATION3 FOR BATHERS MUST BE POSTED NEAR WAYER CLOSED$ URINALS LAY,ATORMS ` POOLSIDE AND SHALL BQ ERGIBLB FROM THE POOL DECK. MEN1 l 1 1 4. IF POOL DOES NOT HAVR ' AN APPROVED DIVING BOWL WOMEN 0 CONFIGURATION, THE.RUT,R "NO DIVING" SHALL BE ON THE SIGN IN 4" HIGH LETTERS. a NOTE . 5. IF THE POOL'S DEEPEST SPOT 13 LESS THAN 6' DSHP, THERE SHALL BE 4" HIGH "NO DIVING" MARKINGS ON TOP OF THE CURB I. FLOOR SHALT, DO OF CONCRETE OR OTHER NON-ABSORBENT MATT.. ' OR DECK WITHIN 1' OF Tk1R WATER'$ EDGE. THERE SHALT, BE A a. FLOOR SURFACH SHALL 08 SMOOTH' SLIP-RB9ISTANx FINISH. MAXIMUM OF 25 PHRIMETER FEET BETWEEN SUCH MARKINGS. x 3. FLOOR SHALL 08 SLOPED FOR POSITIVE FLOOR DRAINAGE TO FLOOR 6. POOLS WITH A SLOPE BPPAK SHALL HAVE A 2" MINIMUM DRAIN. CONTRASTING TILE AT SUr.H BREAK AND A SAFETY LING 41: OUTDOOR POOLS TO HAV$ OUTSIDE AMS3 TO:' RES'.CROONS. POSITIONED 2' ON THE rifIALLOW END SIDS OF THE SLOPE BREAK. 5. EACH RESTROOM DOOR Is LAEHLBD "MRN"012 "WOMEN". THS FLOAT SHALL 813 AT 7' MINIMUM INTERVALS. -• 6- SIGNS WILL BE POST81) SHOWING LOCATION Off' RESTROOM3. 7. THE UPPER PART OF PO0t, WALLS ARE WITHIN 5 DEGREES OF ► • -. THERE ARI! NO FOOT BATHS~ •-- VERTICAL FOR AT LEAST 2.5E AND THE RADIUS JOINING THIS -- -- r THERE ARE NO DRES9INt ROOM$ -- -• -: UPPER SECTION TO THE F tOOR DOES NOT EXCP HD 2.5' . IF THA .. --H IC�CY�'�C ALL HOS13: BIBS ARl# TO 88 EQUIPPED t4ITVACUUM BRAAXERS -- E UPPER SECTION OF 'THE WALL I3 IN AN AREA THAT IS GREATER THAN. g' DEEP, TUL'N'THB.WALLS SHALL BE VERTICAL WITHIN 5 DEGREES. FOR A MINIMUM D8PTH EQUAL TO THE POOL DEPTH MINUS T11HRH ARE T84 LIVING UNITS IN THIS COMPLEX/PTIASB 2.5' AND THE RADIUS' D093,g NOT EXCEED 2.5' . • THE DATA IN THIS DOCUMENT X .y5 GPM PER LIVING UNIT ( 75 NONTRANSIENT INCORPORATE PROPRIETARY RIGHTS OF $. THIS POOL SHALL H$ HUitIT-PER THESE DRAWINGS. APPROVAL 100 TRANSIENT SHALL 08 REQUIRE '0 PRION TO MAKING ANY CHANGES. NOTIFY __', . AMOUNT OF FILTRATION A,9QUTAB'D (GPM) Pi DAY POOLS THE 8NGINEER IF THERS Acid' ANY INDICATIONS OF FAULTY 2875 KI1ktAY AVB.- N.B. EQUIPMENT.` No CONCRHTR SHALL 138 PLACED OVER REINFORCING THERE ARE � 26928 GALLONS +� A PALM BAS', FL. `32905 STHBL UNTIL THg ENC3INEAR 6 fin TURNOVIrR RAT � tt: �r t 4 ^I. a . ORO INSPECTED AND APPROVED THE R3INFORCIVG PLACEMENT. WHEN THE E GIN ER I3 CALLED FOR -1.4-•'....8...'�..GPM" ZEOU IRED FILTRATION .ANY PARTY ACCEPTING THIS DOCUMENT oaawr.•: DOES SO IW CONYIDI3NCH AND •. THE FINAL ° INSPECTION, T11I3 POOL SYSTEM SHALL DR AGRB89 k,o-a. _.,. FUNGT.>XONINt3 AS A FINI1118tT PRODUCT AND ALL EQUIPMENT SHALLTHAT ITSiAL� t0T08 DUPLICATED INQS IN POSITION. THERE I3 PRESB-�011m Nit NX 1TLGPM 88IN(I SUPPhI$U Sr1iK�t ., WHOLE OR INPARTt NOR DISCL03S TO OTHERSt NITHOU'P THS CONSENT OF BATHING LOAD �. L0 ;; t _ ( t gu OA E 9. THIS P90L I3 NOT �� IjE ttspU UNTIL PH BY THE .._ DEPARTMENT OF HEAL if Alit) RIAIITATIVE , ALM BAY POOIs WATER FEATURHS, INC. _. ,_OF TICENURE AND CRTtFCCATON. �.G;~.0�1NOTETHECTU,A, TUPNOV8R TIME IS 4.5 110UR3. 4A . � ,tt1� . , ; . _. M• ,•. . ,:.;.::, r_•t cf i'�alt t 6 Rzh «ji�Wl�t. _ ab. Servfc S � a ti v , PROY : �'AQJf t 4 A M V . 139 � , t Yfrg•,,san{tI Cn coring :4 A►, 9$SIGN Ntjr G OVER .. ,v,. -... x SPA 5 $ AQP_: Vii9B n �'V. ,., GD f p t f ^�rMrmw. .. er..w•... b,r ....+... - - .. p_ ;. _ : .. .: ,, -. - ,_ • • ► . i .S 1 1{ 1 1 . , , t a :�. - .r •M n "Y1 w e .-...... _..wr,.... r.r _..r♦• «-..».-. wun... �.r-�-Mi ewr„ .. j •.. t w y v .. ,. .. -. . , ?, - .-, : i .• :. ._ � `.. , ,.. ... ... _ - .. ... _. •. z •" n'�wr•+n�+sM• •�.•w--y; "...•'}M+�+R4w'�.r-was• :. ►a • t 1 (401) 433-5361 _ OWNER ItESPONS1Ii1.L1'TIES 1 EQUIPMENT QST 1. OWNER TO FURNISH AN ArCEPTABLS 1" FRESH WATER SUPPLY TO r THE FILTRATION SYSTEM (TO REST LOCAL CODE). 2. OWNER TO FURNISH ALL 81ACTRICAL POWBR, CONTROL PANELS,1 U U J1 d a C y{ AND STEP DOWN TRANSFOPM8R3 INTO THE 13QUIPMBNT ROOMS OR �. � � POOL• -PAX. j C} 3. OWNER TO SUPPLY A 4" 11A$THWATHR DISCHARGE LINE CAPABLE OF SNAPPER CARR1fIN(3 100 G -P.M. TG AN AUTHORIZED DISPOSAL AREA (AS T '` SCRAP RD. __ .� - 1 ALLOWED BY LOCAL CODAS) . ( : ,.. LEAF BRUSH 18" W/CURVED END ...,,_..�.-,.•.. V,.., ,.,J- � 1 � �. LBA� 3XIMME�t .� AQUALITY t ruining COAST GUARD f �_ - ` _. ,�.,. -.. tt 1 rurr,l�� _1". _ ..,.� VACUUM HEAD 4 WHEEL 18" HD - - f S T R. 4. OWNER Td SUPPLY �ES'rrE�t4 FACILITIES (wATERCL058Ts, t � � 2 POLE HANG13A URINALS, , tAVATORIES, E?.TC- ) , OUTSIDE DECK SHOWERS WITHIN ... t Q - -sr+0o!( _ .�.�, B 98T ..�_._�...�_.. ..., i VACUUM- HANGHOSE 40' HD _ _ __..... ... _.,., , DOLPHIN -� Ao. Gln 4 -_) 15' OF EACH POOL IF. SOPA, EDGE, DRINKING FOUNTAINS (ANGLE t 1 Basin �-_�:.-�'-.`_: r, ► �... ._:,_.. ._�. VACUUM FITTING JOT TYPS), HOSE BIBS WITH VACUUM BRBAKERS, AND PRESSURE t'ORTCANAYERAE , BACKFLOW-PRI3V$NT8R3 115.:REQUIRBD BY THE HEALTH DEPARTMENT ._ VACOU14 PITTING PLUG ,- - ` �� .� 1 �CA1.lOP- C`1 8EEltQA.___ _ POLL -16' A•LUHIN.UM AQUALITY AN6 BUILDINt3 DRPARTMRti'p. ( --- - - �-EOMMERCiAt PDA---_ \ ; �frtr `moi RK ��o. 1 20" LIFE PRESERVER AQUALITY CANA THROW >INgr30' NYLON fit" DIA. .r i l MUkIEf ! D, ORiRAk Pa va'+ t 5. OWNER TO PROVIDE ILI.t)ttINATION (OUTDOOR AND INDOOR) FOR � ' •. - "` �'."'�' NIGHT SWIMMIN4 AS F01�i<OWS t - �-------.- mt(f III, AUTH lir _ _ _ �,.._.: THROW ROPE -60' ._.1.. -„ RESCUE HOOK W/16' • POLE A. OUTDOOR DEO'-KS t 10 FOOT CANDLES AT WATER LEVEL & .-� .-� ENG FORGE J: K v�QO E8 HANDRAIL -3.3. 48" s'•�s ` ; ; ENGE A ....,.. DECK LBVBL. � _ t EAWfIN • �� RO• HANDRAIL-S.S. 60" H- INDOOR DBCX 3 t 30 FOOT CANDLES AT WATER LEVEL & � � OCE �A�Ti iA"` ""' ._ S DECK LEVEL. --�. - ./ _. ,_ HANDRAIL-S.S. 72" .. t�1 A .: 4 n 1 ���`� HANDRAIL -3 3 84" tiro CUST014 BUILT t �p� dAK N. pCOAAI,. ; HAR60 ---- ----: 6. OWNER TO PROVIDE FYtiS't` AID EQUIPMENT. ' q7.�� T A OR NTS. .._.,. WHOGS ANCHORS FROST P /' i[� A V f l /'`i�L '� �' P K MA 0 �r LSCUTCHEONS OWNER TO PROVIDE A STCPIIGB FACILITY OR AREA FOR CHEMICAL DR � , i �3 ODDS elro I LADDER - 3-STBF 36" S.S. STORAGE, SAFE FROM WP,11TH8R AND UNAUTHORIZED PERSONS. 1 CENTRAL O *� � I•COOUINALM� --- 8. CENIRA v �'8lY _ ` A N d. 2. LANTANAC� � LADDER �► 4 -STEP 36" S.S. POOL CONSTRUCTION NOTt?'3 t � , �' vo p " GN W 0001 1 ILEX CT LIGHTS, UND.-30OW/12V AMERICAN 1. 4" DECK Mlitz;IUM AROUND POOL & SPA; 14' MINIMUM G ANOtE 1 CAMfkIAC1� _ �;, _ ,.. LIGHTS, UND.-100W/12V AMERICAN V RA AGN CHIRAI( DOWN LF1. S. NONITSUCKk -� . �. NICHES, UND. -1' AMERICAN FOR WADING POOL. _ I -7-,, TRANSFORMBR-12V 3D 2. DECK SLOP E3 AWAY FROM POOL 3" IN 10' '�"" __ ' �- jJ141$IA A .._....8 JASMINE C11, (2'S$i. MAIN DRAIN POT�12" PRECAST CONCRETE 3- MINIMUM VERTICAL CLEARANCE ABOVE POOL AND DECK -- - lQN f 00 U N <. �4f'iVIEW EIEM, f• LmOAXCTs is 711."7E �.eArtt. i --•-- --. MAIN DRAIN POT -12" FIBERGLASS %�� 1 _FRAM$ &GRATE -12"x12" HAYWARD PLASTIC 4. NO OVERHEAD HIRING WITHIN 10' OF INSIDE EDGE OF �-�. M OISON AV +/ _ " POOL WALLS. . �,. . �.,, MAIN DRAIN POT -18 _ , ... _. .. �.. FRAME & GRATS-18 "x 18 " 9- OWNER TO PROVIDE TRAFFIC BARRIERS NEXT TO DECK (Ip GUTTER FIT'T'INGS HAYWARD PLASTIC 6 .. - .,..�.,. RSTURN,$ -ADJ WALL PACFAS PLASTIC REQUIRED) TO PREVENT f'nSTRUCTION BY VEHICLES. SITE LOCATION PLAN - RETURNS-ADJ FLOOR HAYWARD PLASTIC ,. __ 10. ALL ELECTRICAL IrQUIPt1PIIT AND INSTALLATION INCLUDING - CUP ANCHOR ROPE -.31" GROUNDING OF METAL EQUTVMENT TO MEET OR EXCEED NATIONAL ELECTRICAL CODE. FLOAT;3,5"x9" , �-.. --.-,. HYDROSTATIC RELIEF VALVE HAYWARD 11 .. ,, • . A 4' HIGH.. FENCE TO BR PROVIDED (A3 PER LOCAL CODE). SXIMMR-NSF "PA. HBATER T13LEDYNI3 LAAR3 400,000 BTl! LP GAS F _ _ HEATER ELEDYNE LAARS 250,000 BTU LP GAS FILTRATION SYSTEM COMPAC F 14 1 FILTRATION SYSTEM VC1 L ' - �_.. FL .w ....,�.,•, - � ,. 1, �..t +► ' SC'Irt~ GENERAL NMATIONS '1'o PLANS MEM wo s • .-t0 1. POOL(S) TO 8E IN ACC011PANCB WITH PLANS IN ORDER TO OBTAIN 4..4 •. • # E�,. OPERATING PERMIT. Ally CHANGE IN POOL 6139, EQUIPMENT, �f OR PIPING MUST BE APPROVED BY THE DIVISION OF HEALTH PRIOR TO SUCH CHANGES BSING.. 2 • PALM BAY POOLS SHALL IiAVB THE PBRMI'P FROM THE DIVISION OF �►������Zoo�� ������►�.��� ` HEALTH PRIOR TO STARTIt1G CONSTRUCTION. 3. RULES AND R8GULATION3 FOR BATHERS MUST BE POSTED NEAR WAYER CLOSED$ URINALS LAY,ATORMS ` POOLSIDE AND SHALL BQ ERGIBLB FROM THE POOL DECK. MEN1 l 1 1 4. IF POOL DOES NOT HAVR ' AN APPROVED DIVING BOWL WOMEN 0 CONFIGURATION, THE.RUT,R "NO DIVING" SHALL BE ON THE SIGN IN 4" HIGH LETTERS. a NOTE . 5. IF THE POOL'S DEEPEST SPOT 13 LESS THAN 6' DSHP, THERE SHALL BE 4" HIGH "NO DIVING" MARKINGS ON TOP OF THE CURB I. FLOOR SHALT, DO OF CONCRETE OR OTHER NON-ABSORBENT MATT.. ' OR DECK WITHIN 1' OF Tk1R WATER'$ EDGE. THERE SHALT, BE A a. FLOOR SURFACH SHALL 08 SMOOTH' SLIP-RB9ISTANx FINISH. MAXIMUM OF 25 PHRIMETER FEET BETWEEN SUCH MARKINGS. x 3. FLOOR SHALL 08 SLOPED FOR POSITIVE FLOOR DRAINAGE TO FLOOR 6. POOLS WITH A SLOPE BPPAK SHALL HAVE A 2" MINIMUM DRAIN. CONTRASTING TILE AT SUr.H BREAK AND A SAFETY LING 41: OUTDOOR POOLS TO HAV$ OUTSIDE AMS3 TO:' RES'.CROONS. POSITIONED 2' ON THE rifIALLOW END SIDS OF THE SLOPE BREAK. 5. EACH RESTROOM DOOR Is LAEHLBD "MRN"012 "WOMEN". THS FLOAT SHALL 813 AT 7' MINIMUM INTERVALS. -• 6- SIGNS WILL BE POST81) SHOWING LOCATION Off' RESTROOM3. 7. THE UPPER PART OF PO0t, WALLS ARE WITHIN 5 DEGREES OF ► • -. THERE ARI! NO FOOT BATHS~ •-- VERTICAL FOR AT LEAST 2.5E AND THE RADIUS JOINING THIS -- -- r THERE ARE NO DRES9INt ROOM$ -- -• -: UPPER SECTION TO THE F tOOR DOES NOT EXCP HD 2.5' . IF THA .. --H IC�CY�'�C ALL HOS13: BIBS ARl# TO 88 EQUIPPED t4ITVACUUM BRAAXERS -- E UPPER SECTION OF 'THE WALL I3 IN AN AREA THAT IS GREATER THAN. g' DEEP, TUL'N'THB.WALLS SHALL BE VERTICAL WITHIN 5 DEGREES. FOR A MINIMUM D8PTH EQUAL TO THE POOL DEPTH MINUS T11HRH ARE T84 LIVING UNITS IN THIS COMPLEX/PTIASB 2.5' AND THE RADIUS' D093,g NOT EXCEED 2.5' . • THE DATA IN THIS DOCUMENT X .y5 GPM PER LIVING UNIT ( 75 NONTRANSIENT INCORPORATE PROPRIETARY RIGHTS OF $. THIS POOL SHALL H$ HUitIT-PER THESE DRAWINGS. APPROVAL 100 TRANSIENT SHALL 08 REQUIRE '0 PRION TO MAKING ANY CHANGES. NOTIFY __', . AMOUNT OF FILTRATION A,9QUTAB'D (GPM) Pi DAY POOLS THE 8NGINEER IF THERS Acid' ANY INDICATIONS OF FAULTY 2875 KI1ktAY AVB.- N.B. EQUIPMENT.` No CONCRHTR SHALL 138 PLACED OVER REINFORCING THERE ARE � 26928 GALLONS +� A PALM BAS', FL. `32905 STHBL UNTIL THg ENC3INEAR 6 fin TURNOVIrR RAT � tt: �r t 4 ^I. a . ORO INSPECTED AND APPROVED THE R3INFORCIVG PLACEMENT. WHEN THE E GIN ER I3 CALLED FOR -1.4-•'....8...'�..GPM" ZEOU IRED FILTRATION .ANY PARTY ACCEPTING THIS DOCUMENT oaawr.•: DOES SO IW CONYIDI3NCH AND •. THE FINAL ° INSPECTION, T11I3 POOL SYSTEM SHALL DR AGRB89 k,o-a. _.,. FUNGT.>XONINt3 AS A FINI1118tT PRODUCT AND ALL EQUIPMENT SHALLTHAT ITSiAL� t0T08 DUPLICATED INQS IN POSITION. THERE I3 PRESB-�011m Nit NX 1TLGPM 88IN(I SUPPhI$U Sr1iK�t ., WHOLE OR INPARTt NOR DISCL03S TO OTHERSt NITHOU'P THS CONSENT OF BATHING LOAD �. L0 ;; t _ ( t gu OA E 9. THIS P90L I3 NOT �� IjE ttspU UNTIL PH BY THE .._ DEPARTMENT OF HEAL if Alit) RIAIITATIVE , ALM BAY POOIs WATER FEATURHS, INC. _. ,_OF TICENURE AND CRTtFCCATON. �.G;~.0�1NOTETHECTU,A, TUPNOV8R TIME IS 4.5 110UR3. 4A . � ,tt1� . , ; . _. M• ,•. . ,:.;.::, r_•t cf i'�alt t 6 Rzh «ji�Wl�t. _ ab. Servfc S � a ti v , PROY : �'AQJf t 4 A M V . 139 � , t Yfrg•,,san{tI Cn coring :4 A►, 9$SIGN Ntjr G OVER .. ,v,. -... x SPA 5 $ AQP_: Vii9B n �'V. ,., GD f p t f ^�rMrmw. .. er..w•... b,r ....+... - - .. p_ ;. _ : .. .: ,, -. - ,_ • • ► . i .S 1 1{ 1 1 . , , t a :�. - .r •M n "Y1 w e .-...... _..wr,.... r.r _..r♦• «-..».-. wun... �.r-�-Mi ewr„ .. j •.. t w y v .. ,. .. -. . , ?, - .-, : i .• :. ._ � `.. , ,.. ... ... _ - .. ... _. •. z •" n'�wr•+n�+sM• •�.•w--y; "...•'}M+�+R4w'�.r-was• :. . •.. - _ , i c ;ice'--• §..i - . , .,, c :. ., - . , e ,' ,t . , " - - , .: , - 'J .. .. r... A. -. , , - ., :_ ,U: ,:' _. .. - ..r ',.. - x;., , , ri � r� , : ) - , . _ -. , , - ,+ ,. : _ , . , F: - ' �, RFVISIQN .i�E •+ '.r ,: Z plan liar Dean prepared. +rr�der �'Yi'< ,. KACV i I M ,,:. o- • dk9ct eupary sion and 3 to the Bast of r, , JrSS���N mY, 3d9 . ate And h compltr "wl 4+ aCcur 14+ „ e ` 9 codes. �..�t�l1AlV �a. I. wi lfcab tiirpddti kV.P. B., F . , , �aaaa IN EH' N ES• . - �+ -. ,-- - , X407 43.z-6381 ,.1•. Elevations shown ares based on N.WF, atun . , : • .,_ ;-• I. All to, ired testing re orts shall beco fed to h Ci ,, p p t e ty of Cape Canaveral. ,, f �. ,` «- ENGIN! F t g t (, 111 ti + �, .. �nrtarr sewer construction shall be in accordance v«riti the C, of Cape Canaveral Standards. e. ,.,;� 4. ,, Water cannQctiort3 alfaU be rn lde under the supervision of the City of Cacoe Water 0, artmenE. ' sfyalf be aid b th d vet r p Feas . i a11 , w . p y R. a ops., 1 d ' t . . °, r �1 K. Tfte to+;atlons. of `the. existing utGt%. shown are based upon the beat available Intor a t w . m Contractor shall verif th IsScitforz f al{ exi n ,,.., rn _liar?. The . ' } e 4 sti g utilities prior to cornmenC*1ng Construction acovit�es, RRUUf-'F fi!~NGNil+t«1RK 9. The Contractor shalil' provide icn ►neer vr�th As Su�lt uifor � ti r, a cr; tr t 1 f.= ': = 9 mat on from a tie istered Surve or. T g Y fSa 5 .l r.r . 4 w �,� _ M1b 16 1 + a , sevver� water and retntton radon As 5u: t inform `tt _..�. _ _ g .. g ., rl . a ort Is due prior to paving & soddin .(Motif t ` N h r l �blh `, / t P 11. J.6 r } _.,._._ _ -_. _. __ t"r ooeer for nspect%ns of the retention area rades ?fart lacerne _ f 9. y l 1 g p o p n o sod. Th,e finrstTed'pav�n It! �r;v .r,31 ..,, #t.. �` .... � .. ` `. g►adea'are due within 14 da 3 att� corn to fo t h � 9 a / s ,,.,. Y . i p t n o t 4sr paving. As Sud? tntormauon shall Include: - ., J` . 1 F 1 A Sewers. Dislanco between anhole -. - ., - ._. .. .._ .. r 1.I K .. . - . - re' ltc,N _ _ I M r l . ar hale ServlcQ I aterat Locations !rom Pray. J' -a ` 6c wnstrearn M nhole , . - s: r F 3 / - ,/ P f -, �` 111v41C Q Wanhol� Fran Elevations . ' - \ [ .<. _ 1 r { / ! l eyiW SF"opes l ,. ,, t a `� , « - - tt r. cr,,, a 1.vrtr A. Water - Mani:b 5,43ry{Ce.We.Locations + ' T��v r.9e / - i •: !NV It.4� � / � .`,: Vafvet,b S -enc? l,ocatians. t� Ties tq Perma,�ent Pointsl -, _ 9 / % � Fit$ Nydront Locations r _ ) G 3 t3a erl l t -._ ct o og cal Sample Locations r r t .,` f / / ` C t7 aunage Petrn�eter t.Qcatia+s of Retention Alaas y o ,Q r a +1 11 Batt4r>t Elevattns pE feterttiort Areas �o, « f F� 1 N(, j +► --� - P vement Etevat{ont at Eteva,tioii Points shown on the Plan 1 j / 6 i .._.- �, -. I)@tail puttall Structure �'" ► a uE><nllvnu rout f 1 7. All reCentiort areae and pasitiy4tr drainage} facilities shall ba established rior to th , .f c V / /�9 p__ __ ___ _ ___�____ �___-_� _ �5 __ ____ p a p a ement of any 4 ► a' ' asrtM +r l;firiNG CcrvrERr/NE5 �lOf'�f- d° U. 9r% ttnp£et0 tii.sufraces. , 1 / + df \ . ' % = w l✓ w0 �� r rHE1�li5�', • + � / ' 4 r-�, �`'r ,/ J ( ! / A. Wa er AW1NA C900, QA18 + rt with eiastome�ia askets com 1 ,n with A;TM I` 47 ' ""�" '_'' /�'+� ` rb iE - G (rvP� `__ , % / J B, G�vi - > ani r Sewer - �DI1 35 ASTM D 3034 s we"r .i er wit 'Q'ur « . Bio - �[aF� >_. tfp,r 1s ij l J 3 F p 11. is canform�n� to ASTM / / q j 3•r +f ry _ -f Rtrfrr,,1 i i _, L ( ` / f 9 2i2: row rv. eo •. `4t_ t ,�ArrA j t f 1 / / / 9. PrI vN , I, a minimurn separation at i0'' between watennain3 aryl sanitary sewer mains ar buildin s. '"�"w"" s • "4 /•�._ y r; 1,0, Notify the Crty of Cape Canaveral inspection t)ifice at (40�t 848-1222 before starting construction, /NY. 7.6 S i + / s �, M1 �, ( ,� E % 1° � F �= -�� �y` ,.�. � � ► - ` _._- _ _ / f � ' / ; , � 11. Notify utr#it(e;r•48 haur� rior t �..""r « �; / + -er% 4 , 9 �rc,r • ,\ _ ---_ - % P a Gpnstruetion: �� / .f ,,. yf. ry(�l3 s co �� arida Power Sr tight Corrtparl - {4077 93i•2000 ,1 ^`ass r(,, _ SO© / `__ _-__ - _ / / southern �e1) � 1 80Q-SA1.19Q2 / ( ° l 1 Cocoa - 4(f �.�� _.. r l J r .. � y 1 1• /� . City t3as. Com any bE F(onda - {4Q7 t#3 -{ 73 . rild,�a.• �' 1`'� ? rr ` P f - 2 5 ( tr• a.y . % Cabtev�siorT of.CerttraF Flprfda 'W• ! � 1 , �/` /_ r r ��. + / ` x Glt of Capa Ganfilrefaf (4071 $8.134M3300 . r _t s v b 1 / X- $, ,,,�,r r - �- / t / / f 2.' Ali concrete used do sito.shall hav' a minirciu+n compressive strength of 3,000 P i at 2$ %lir AI'* __1 / 'f10-"--� rff,4� ,� / ! o h i _ 3 days, unless \ g . ,,~ s - / f v prya ss noted. 1 / - 1 f f. / / x • a / r, R c ! ,, � _ / Gr _ E , . /� ` !!- / B % �' o t �.! / 13 Walitwa act8ssrbitit to buiWitigs shalt bQ in accordance with the Flotlda Barr t uilriin ..".: . ;,: r o, - o.¢( ,o.e:F ! ,� + v .� :� ti ° ' f ' ,' l Sta'datd arld th Y 4 f3 g Codes $:, :F .-/ b a t r. r. 1! a e A.U•A• , 4 ': i 1- � `. Is ,� 1 .. Oa r v t �' 1 .' o 4« This s,to ties �(vitltln P,l,a.M. Zones k� AE,AC and VE, Corrlritunit Parisi No �1 ;so �• r6: v ,�l �� t 0 b a , y , _, 26Q9-0313 E, dated t / pill 3rdy 1989.; See curve ddted October 28. 1992. .., ' „ - , /e Ft 9t. ��4 S / y k 1 / ^r,, j / ► �, ! J - .. ► / / ' ) ` 15. 5ldew;afks' construction strati be in accordance with the City of Ca a Canav rat tan r _+-,., .f' 1 ,eg ,_ o, 1°' ,v,,,� ,� , 1► 1r 8; 1•rre atarrrt`systerrx to.be �nstal(ec arld connected to the Gt of Ca a ,. / � pf , D, � ,1 ��; �, Z1V r f „ y p " Canaveral Fire. Qepartmen>r / 11 tits ,9'j 6 `' ?s '� i standards. ,� p s �k r ► n� r �� ? 1 1to0E° drams are to ba canrtected t0 the riropased storm water, system. _.. • \ i4 e► _-- / / 1$- d'uintic3 c.onstructlor), the contractdt shall utilize erosion and sediment control best m na a :' / I a, g meet. * ,vX -� esv If ./ `. ` l / / f practioas ax described in the Florida O veloprnent Manual. I Tj-,,� _ �,� / x di (� �� . 0 �/ Avis / . ,t, t V ' _ `�,4 1 yh / « 1 / / h // f h ) �_ _ _ - ss �,. - ► / % - , / Q I V , i ti \ r d b 1 _ 1 -, 6 n :: .`i 9 _ / t l i i 7' 1 / l t,- ,. a x / . 4 � t c t +• ori -- / /° 1 - 4 1 \ It Vl / „ , A. 10f -� ..� / ! r - G Q a, ;� '� e t! s / i _ _ n a y � - ,E / ___ y 1 . `\ \1 % 1 - � --- 4 :, , 0 t _ �.__ 1 4 Q // /� �M1 4 / f ti D • / `� \ i _, `\ A,Y 0 !0 �0 f r :k,sl: r It .. I, . , 1 0 .� 4 1 , _.._ ,,. 1 . _ � - � of 6 ' V f / - a 1 - f ! I 1 r r- o / / / ` ;.'.T K x f � :; / / �. r ) 1 1 1 / : tit 1 do SE ..?.� r 4 i Z �, 1 / / .� ` h .r' D 0 i �r D., ti 0 t i i \ e 9 i l A l" 7� t , 1, i �'! j 1p 1 �f r i r ') a! - l r _ i l 1 VAY I tis I I' s i � � / / $ 6 , � r; /,,, t « l t ,,: i g I , \ 1 v/ x • t i \ f , _ �, + �3. 1 Y -* • / �,. ,P b a ¢ f / n /1 r `\ �' �`--� „(� .. 1 ; y � t �- � ., / % . TflB DATA► I N -�'»�;� ' " - 3- a 1. -, / / : , X r , �t r, a , � o NEORpOI T I , ]PROPAX Ai Y RX 1 ' ' 1 i / r , / l 1 o y� ° { i' / /Vk` ecw , Y ,pie 4 / 4 + � � - _ , . : o . t 3 1 1 1 r°i e II S 1 t p . 1 / t lJ ! - y �' E t D , , 65 A 1,; a l it �, t ! _� I / ° �1+; �. ._ _ , U r, j r . • 1 i 1 . 4 a> v P 4 i ,. - -. 4 « l r. „r r • A _ ,► 1 LEGEND o V . 0 r , % p . ,t 1 1 - - 1. / A� r F 3290 �A 1•s l _ _ l O �,, j i I r \ / l . a 1 .� 0 , r b « / G3 rtr �_ T / �. f ` . 1Df� Of,E'ER,�f E :_:.:.:�... ! r r• _ . �D � .., / , . __ s / I .....�. .....,,-.� . �hAT Ir�� 3t E _INDICAT D :: " L. AS _ r lr / f / 1 1 i 3; tI Yd ER MA (. Z E } y �r �. - , A ANS pAATY ACCO MING y ? fi • . \\ /(/ .. . . ,. Tal !?(CUMxi .^` 3 >- .� { / % FIAE uN ti sa Y o�agx sNc Aria s" ; 0 / A � c / _ ry a . „ t °� ' o ! - , 1 A'' X 3i N >3>3 V / , . fj . s t. l � A �'ll�E HYDRANt WB0.1�8 OR IN ?AAS, NOR OISCtOS$ x4 � uhf` Ij .. . t �, ,� _ 1 . _ 0 r : «!•- a� + / IA► GATE VALVE' o •`� .. f :.: t • e QT $ISS W -." s + wk / I I ,TOVT SRN CQIa581:iT a� ,�c,�cv� �r __m d '� _ , , , ,, t �O Lf Of I f . • _ §" • >. crrR 4 b , .,. -, a GATS YA(�VE VIZI+ t)ICAT D `�, 4 __- P 401*1 rr , w ✓i 1 r w d , .. •• « StA1,M BAY. PQOL r 1. q1 dN E 1t - 1 I I •-••---• CHEGK YA1.V s : &lA�eBF~ >rEATURB3 �{ �Xrar�h6 Oft/Vii _ S.- M1 cry R ! Qj As ,l, 0fVN r _ J tis . - 1 l -' sIa i - ` i �e T / R .w / ?;DUCE s l� ,ti t >- 4 r y s/ +� l �- \ f < i W 1 t . 3 I l F �\ R cf /l EN(?. I CIr ENt. s 1 j �. \ _ --s : ! b {E2 : f 1 ,_� I l� / / �, clzoss TEE .ver ' 1 . r ` OM1. r /Q b 1 / !! \ �� r3 ++ 9 ' Q r I ". I i R / PLUtf 0 ' t'aAfs q r . � , - _ 18 % I �i 0 4 i ti ! / y� - _-_-- a 2! ,7, �o , // / �i / / + t 1 .-` �K _- __ P rrrt ._ rh �� \ BLOW C1, C I 1 ' t - .,.. a r4is.�nlr , J r . .., r' T sr o _ - . 1 1) / WATER Eli - . / ti ^'' ' �" ��If Vl�'r6YI.t9�' , ,►b`` ` �6 t !r 1 / ..,...M. ....... S/Wl1 SEYV R lIN I W 1AT .-__- _ _ s , . f�o�� 1 ARIf zE , r/ - k i / / i� , ,. - ,t _ _-� -- - - ----- -- , I f l 1 ----S -L-� SE G T t. ,` 1 /..` / / s > ERA r • 1 �--- / �/ �� j s ter_ .. .. J , .. �.,.- a c.a o► 3 r / ,. ClEAN 0l1 [ t Il , .-- a ,� s �Rc,• + ;/ t! I , 1 ` . f i /. 1 / a a• 10 / ' ( 1 , 8 l 1 / . ' + EXI INS? f# I f l , , ._ P _. .•rte / t' _ - l / ' : PROPOSED GRAQ rt 4 C b. / / `' �'_. -- _ ._ _. - I l I I / I f t.OW P4lNt EtEYATtOht K y • r . 3 A Qd• a 0 . / tli P 1 Y y, % Gtr OINt' .Ll:VAT ON 1 J h a1 1 0 � a' C 3 �0 _. .�1 _.�q .. 1 d + 4 -••--•-.- 9 -- b __,� IEX1SrlNG C4Nt4Ufa .-. - 9 T" �-t , 1 _ , M Yt ! ' 1 : n,. ; .; 9 �...::.. -_. - s+.-.� f2AItJAGt~ bIRECTIO Ft,OW AR120W , , j fi q• Rii 0 ef'k J f 2 G'B4,w CURB 14 a E�. 1• It ' 1 / � f (i13- 4 R Y 1 ` �! ,1 0 h 9 h ti0 4 4 T ., S ORt2 QftAIN t LEt �- 1 , ► N - : q % , , 1 A b }F 1 1 , t , , STORhI' QRAIN PIPE SIZE INQICATED , ,� ( 1 , t:) . 1f' ! cr+ fkEf` "`� t11. ,�> �► f rcR J • TES PARKING OUNt , C , a, t , , ; 4t : / >. tUrt err ,� t J I P 9 �' b �' <�, iAt 0 E>1. Altl(INt3 ., w , - �-..._ . , z -.. , f r ,srA 6 4: p f- 7RAfFfG' QiREC06NAt,. IN66toR3 TE. G1~ F ; -. - r .� . : ,,, ' LO C _ , cf i A (� ; .. �J !� _ ,, as<t, c ,� '-. a , . t &Ref ; c ! R tit, R: _...____- ;-- b. rv�c3 R w.: 1 Q; C -. .. : may. 4 "V'. _ ' ,t :. V� - L� , !% !ti z, . �./ , v _.. ,�_� ,_, - .�., ti _ _., _ _ __ tr.. : _ _ _.: . - : C S ('` yJ i 3 . :_ Z �iOJ T: NA :; q , vu w , c „ r : n«si E f n Z� E g cr ;: a' U Q f� _ .. , g L 9ESf^ - . 1"� NO TIpvc', RE D y r T V • ,. : „ ;S V fi .. , ply• j '... . .a , ., , ,' - i ,. ;. r . , r„ 1 $ A , Ir I LPA�f r4E.+, ; 4V+R.)ZAL ;,t: - ... ,.,.....,....... _ .:.. __. . , .: _. _ _ ..,:.. , _- _ � -,- . -- __ ... ...» _-_, .,,�,_ ___,_ _.. 7" . . r+ ..„ .,...... r».... -. „ , n i ..,• : , POOL PIPING PLAN 4`'HIGH LETTERING MINIMUM 2 - 0 MINIMUM-[ 0v'#i$V'.. ,H":> V.3,\Jc, AIPl�' 54itit�'o131.'. k%l�3 {QVC V%915 Tile:P. vy aST3 zovAjinx a rl,vvlrus UvloMRWA7m" r.xrn;-r 'r ckAf4:3 W 0 VJ4ZR r a cl w. ,K _t - f., *w !i HY 1) LICS h t a 8 -: S w V , , :.r _ CIL(F$S)or CLOW rwrrx.«w.�s+a�r,.enw " 11►'V 40 100 140 w 'x .4 - 0 ':100 4Q bd x,51 40. a x F v vt� tv 40 60 si7a - rtAA �OY ► t � J�i a k v Ta t e C , � '" r .4 DECK DEPTH MIRKE TO BE WITHIN 2 OF POOL. EDGE. MINIMUM OF 4` WIDE DECK, SLOPE AWAY FRgM PO 4L AT A MINIMUM OF 3 IN 10 • a ER LINE LOCATED APPROXIMATELY SOLID TW 18 MINIMUM r 3" TO 4" BELOW TOP OF TILE. GROUND WIRE WAT • 6" TILE LINE BAY BLUE FINISH NOTE : - • �-- , u r 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 # IF NIGH'T SWIMMING IS ALLOWED, THE FOLLOWING ILLUMINATION L MINATION IS REQUIRED: BACKGROUND. THE MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKERS SHALL 9E 28. ALL ���'-1--- RE .". MARKERS MUST INCLUDE THE ABBREVIATION OF FEET (FT.) AND INCHES (IN.) WITH A MINIMUM OF A. 4`rNlGH LETTERING. 1 A. OUTDOOR POOLS: THE UNDERWATER LIGHTING IS .5 WATTS P *•R.�► X ER SQUARE FOOT rA^.`•1 • OF POOL WATER SURFACE AREA. (WADING POOLS ARE EXEMPT FROM TH13). THE POOL DECK SHALL BE CONSTRUCTF_O OF A IMPERVIOUS MATERIAL WITH A SLIP RESISTANT wla� rb + � �~ ��_._ � 8. INDOOR POOLS. YN FINISH. FvIPMr E UNDERWATER `.J (2)Na 3 RESAB Cott f INUEO DEPTH .. DETAIL NOT Tp' l.lGHTiN4 IS .8 WATTS PER SQUARE FOOT OF --w» :J - DECK'— POOL WATrR SURFACE AREA. (WADING POOLS ARE EXEMPT FROM THIS. • - 31" ALL UNDERWATER LIGHTS SHALL t3E LOW VOLTAGE WITH A MAXIMUM 304 WATT BUL9. . { EE OWNERS REsf'ON3IBILITIES FOR MORE NIGHT. SWIMMING RULES. ; �'XFICAI, L DKrAjL -- -- 2A, rt - I I NOT TO SCALE GOOKET -4" �'SCV tCNF.e�PJ ,. Pi A! \—LADDE11 rrlr-.nu;; A1117- SLIP I— \-WillI'1;. 111JUI r11 IIUMI'Fli IiI J113rAt'1 t' EXTEND TOE SURFACE PLASTER FINISH SURFACE a MIfiIMUM MAXIIIIIUM TXIPIGA,L LADDER D.�'�'ML NOT TO VM 12`0 X 12"ANCHQRED GRATE AREA OPEN: 07. 4 SQ. IN. MAXIMUM VELOCITY IN MAIN DRAIN PLAN viF_w. DOES NOT EXCEED 1.5 FPS. II c0 t ►i /1 JWD Ar,"tS THAT IT SHALL NOT Be DUPLICATED IN DEPTH MARKERS AT WATERLINE " _' • ;t�:'�� WHOLE OR IN PART, NOR DISCLOSE TO TILE ANO WITHIN 2' FROM EDt3E •—r�T.' ��.� t OTHERS, WITHOUT THE CONSENT OF ` 4 OF P00l,. ( 23 MAXIMUM SPACING.) , . I Y f 11 r r i 6ie_"'' 1� y1�-s��L,��ir ]BALM Alit DMr.c r_ ..►,.,r,., ._.---- i` F : a ER LINE LOCATED APPROXIMATELY SOLID TW 18 MINIMUM r 3" TO 4" BELOW TOP OF TILE. GROUND WIRE WAT • 6" TILE LINE BAY BLUE FINISH NOTE : - • �-- , u r 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 # IF NIGH'T SWIMMING IS ALLOWED, THE FOLLOWING ILLUMINATION L MINATION IS REQUIRED: BACKGROUND. THE MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKERS SHALL 9E 28. ALL ���'-1--- RE .". MARKERS MUST INCLUDE THE ABBREVIATION OF FEET (FT.) AND INCHES (IN.) WITH A MINIMUM OF A. 4`rNlGH LETTERING. 1 A. OUTDOOR POOLS: THE UNDERWATER LIGHTING IS .5 WATTS P *•R.�► X ER SQUARE FOOT rA^.`•1 • OF POOL WATER SURFACE AREA. (WADING POOLS ARE EXEMPT FROM TH13). THE POOL DECK SHALL BE CONSTRUCTF_O OF A IMPERVIOUS MATERIAL WITH A SLIP RESISTANT wla� rb + � �~ ��_._ � 8. INDOOR POOLS. YN FINISH. FvIPMr E UNDERWATER `.J (2)Na 3 RESAB Cott f INUEO DEPTH .. DETAIL NOT Tp' l.lGHTiN4 IS .8 WATTS PER SQUARE FOOT OF --w» :J - DECK'— POOL WATrR SURFACE AREA. (WADING POOLS ARE EXEMPT FROM THIS. • - 31" ALL UNDERWATER LIGHTS SHALL t3E LOW VOLTAGE WITH A MAXIMUM 304 WATT BUL9. . { EE OWNERS REsf'ON3IBILITIES FOR MORE NIGHT. SWIMMING RULES. ; �'XFICAI, L DKrAjL -- -- 2A, rt - I I NOT TO SCALE GOOKET -4" �'SCV tCNF.e�PJ ,. Pi A! \—LADDE11 rrlr-.nu;; A1117- SLIP I— \-WillI'1;. 111JUI r11 IIUMI'Fli IiI J113rAt'1 t' EXTEND TOE SURFACE PLASTER FINISH SURFACE a MIfiIMUM MAXIIIIIUM TXIPIGA,L LADDER D.�'�'ML NOT TO VM 12`0 X 12"ANCHQRED GRATE AREA OPEN: 07. 4 SQ. IN. MAXIMUM VELOCITY IN MAIN DRAIN PLAN viF_w. DOES NOT EXCEED 1.5 FPS. II c0 t ►i /1 JWD Ar,"tS THAT IT SHALL NOT Be DUPLICATED IN DEPTH MARKERS AT WATERLINE " _' • ;t�:'�� WHOLE OR IN PART, NOR DISCLOSE TO TILE ANO WITHIN 2' FROM EDt3E •—r�T.' ��.� t OTHERS, WITHOUT THE CONSENT OF ` 4 OF P00l,. ( 23 MAXIMUM SPACING.) , . I Y f 11 r r i 6ie_"'' 1� y1�-s��L,��ir ]BALM Alit DMr.c r_ ..►,.,r,., ._.---- i` F (3 1 h I l t- 1 r k A —'T-.% r - SPA DLM eNSION PLAN rl, 2" MAIN llRAIN viwr LINE Y 'HIERAP`ll JET R YUitN LINK 2" RKFURN LINE �G" NLUN DILUN LIN] -4-) to EQUMAZER LINT J- I I 2" 11WRAPY AIR JLT LINK. 7J'i i v I E7�A��!IER cr ALAN REVIEW SALESMAN r% AWO e :4IfIfW C'l AREApr)f5 'OOT f r:fIF A�'J S�7 -` �'JC '%iS 'JC -11 A.Ct�G'r�vAt 'A`1FRIC ADJdd[ 6! 60 I"1 FA N SWFT`fWS ARE. 0CATE1,' 17 'A,KE ADVANTAGE OF t1WE:AILiNG, wlNf' *'ALL NLE' 0451AlLEQ .W if'E OV'vCSITE MA.iL D!RE- ' IN f9'N1 F r�E ?K_IItEa 1�kI l hERS ^O v0' G2C'21-T.'E 9410 Tf+E POOL AUEA N `SIE SAT 'ff *kJV r� I N 1 ,a A It �� rA-?1n _fi2EC'C�N S .A2t.E ',lE'� SOVF+C' E'1Gir-1ELR1'1C c°Rt,[TI�E I Nor r0 SCALP----- It`'S IN1L- 'Zic F' ;rjt-a TILS C7�1, •hl.lr �..� �t.�b $�1.1%+ �-�` l✓u MJF �:�; j-1�'�`.��it.j�'.� • r — ' - ►� 1 UTR. k-It--AIIit, - `t SE(; JON PLAN NCAI..E: IX = 1 o" -A V I' r� t A "I, A E E' F Q P) AIt. 4A '+C'' GE�'!AlE "1�'GE '1AN 3 t.J�,IE, rG1,'t� T,IE ;N.;r �►a._ (`FG'rN kdrK A1r�J P,r ,,�E ;>EPTfI r'ArEQS j' T,'AT ,','�, A11�''L T�aAT �. GwF r)(`T ii�'1(..'I1 � tzvFAiaDt� ',G �'F'`11�1FA�tE �r �7A'��CK-i rYPICAL DRAIN -_D _TAIL (-5j Nur TO SCALE ;SPA PIPING PLAN NOT TO SCALE ORNM ON SURFACK N. KHANAL T14Plm has bw PmPa ed under my dyed supervlslon and is, to the best of PROFESSIONAL ENGINEER �[3L8 and in compli- 3155 LILLIAN RD. all applicabl bull In odas, W.P.B., FL 33406 (407) 433-5361 LEGEND EQUALIZER FfrFING -r RKFURN F1171ING VACUUM FITTING rl, 2" MAIN llRAIN viwr LINE Y 'HIERAP`ll JET R YUitN LINK 2" RKFURN LINE �G" NLUN DILUN LIN] -4-) to EQUMAZER LINT J- I I 2" 11WRAPY AIR JLT LINK. 7J'i i v I E7�A��!IER cr ALAN REVIEW SALESMAN r% AWO e :4IfIfW C'l AREApr)f5 'OOT f r:fIF A�'J S�7 -` �'JC '%iS 'JC -11 A.Ct�G'r�vAt 'A`1FRIC ADJdd[ 6! 60 I"1 FA N SWFT`fWS ARE. 0CATE1,' 17 'A,KE ADVANTAGE OF t1WE:AILiNG, wlNf' *'ALL NLE' 0451AlLEQ .W if'E OV'vCSITE MA.iL D!RE- ' IN f9'N1 F r�E ?K_IItEa 1�kI l hERS ^O v0' G2C'21-T.'E 9410 Tf+E POOL AUEA N `SIE SAT 'ff *kJV r� I N 1 ,a A It �� rA-?1n _fi2EC'C�N S .A2t.E ',lE'� SOVF+C' E'1Gir-1ELR1'1C c°Rt,[TI�E I Nor r0 SCALP----- It`'S IN1L- 'Zic F' ;rjt-a TILS C7�1, •hl.lr �..� �t.�b $�1.1%+ �-�` l✓u MJF �:�; j-1�'�`.��it.j�'.� • r — ' - ►� 1 UTR. k-It--AIIit, - `t SE(; JON PLAN NCAI..E: IX = 1 o" -A V I' r� t A "I, A E E' F Q P) AIt. 4A '+C'' GE�'!AlE "1�'GE '1AN 3 t.J�,IE, rG1,'t� T,IE ;N.;r �►a._ (`FG'rN kdrK A1r�J P,r ,,�E ;>EPTfI r'ArEQS j' T,'AT ,','�, A11�''L T�aAT �. GwF r)(`T ii�'1(..'I1 � tzvFAiaDt� ',G �'F'`11�1FA�tE �r �7A'��CK-i rYPICAL DRAIN -_D _TAIL (-5j Nur TO SCALE ;SPA PIPING PLAN NOT TO SCALE ORNM ON SURFACK N. KHANAL T14Plm has bw PmPa ed under my dyed supervlslon and is, to the best of PROFESSIONAL ENGINEER �[3L8 and in compli- 3155 LILLIAN RD. all applicabl bull In odas, W.P.B., FL 33406 (407) 433-5361 LEGEND EQUALIZER FfrFING RKFURN F1171ING VACUUM FITTING GUTTER FI'rfING THER"Y J9F FPrTING D DRAIN FITTING LIGHT FITTING D` FIBER ORI'IC LICHT TRANSFORMER ❑ VENT FITFING SKIMMER � NOTICE THE DATA IN THIS DOCUMENT INCORPORATE PROPRIETARY RIGHTS OF PMN BAY POOLS & WATER FIMURES 2875 KIR.BY AVE. N.E. PALM BAY, FL. 32905 tRA,tt3FGW>ER ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES Itt�. a FT, wDE,, rK�—SLP DECx THAT IT SHALL NO'r BE DUPLICA"I'ED IN 3L0F'E At/AY Fs2A1 POOL 3'/10' WHOLE OR IN PART, NOR DISCLOSE TO Ut. JUNT FPXV TO POW14 CiEECK OTHERS, WITHOUT THE CONSENT OF PALM BAY POOLS & WATER FEATURES, INC. �7 TO E"ENT — .--- �- • PST — r 8 3UL U T'XV - FI PXV PVC OILY - UtCER'MATER L�.14T 1— _-- (LOW-WATER CUT -op' 1 300W / 1?V POOL. 100'+1 / r1V 5P A F %)4T 3`61124 IS TO D£ AUTIV'V.11W, TIE FtJL10'046 LILI14ATION 544ALL DE P9,mVEiT. A. CMOON POOLS: Tie LXCERWATER 10{111C SHALL BE S WATTS PER SU. FT, OF POU. `MATER 3WACt- AAfA (WALtIG POU.S ARE EXBVT N011 T1f3), 13. 1VOC'R PM3: Tie LRL"WAIER LK:HING SHALL DE .8 WATTS PER 50. FT, (JF POUL. 'MACER SURFACE AREA (WAi:NC FOOLS ARE EXEi1F'T N(Ai T10). C. AIL UNGEQWATER LIC1413 310,lL DE LOW VOVk,': 'eT14 A r1AXItU1 300 WATT LAl p2.. _1 50 MiN. TYPICAL LIGHT NICHE DETAIL. NOT TO SCALE r�hjFr1 NA'AF OCEAN OAK S' POOL AND S's "r -w r♦yt-w.1��.s.s+>YV'Y.i�gAM.YpMM�.�IRX�...�. 1MM1'.•�`M�.rAM1MlP�+'".. _..- n Y�M-+�wf'�+u'!'�wYY�'+P++...�"wY��w,M'9anNlqw'WYi,IY'1.YRii,tV1/i.^"+"`wyYJ.�'i'�' LM'IYKIYr`+r*r.w^sg0.'.tiY1nW'�itl9n�"i'gI. Y.P4�Yli�^-'T"'.- -'�.^. �- --s. �r --. ♦ s,..- ...wr..+�a.vr+a�--'sn'.� r.---.nrv+r-f �-.►. r r,- ... . . a F�sr- -,-.-. .r -.w,• -r �.. w-,�..►s*.+. --. .. �. OY STATE 0,'^t- cf 1�, ; Cf- ab, Servic, p 0VCD' SP 80 Envirc,%,Ental Er•8iner3rrng STR"T-URAL OESIGN NOT COVERED -jt I r STATE OF FLORIbq \ ' DEPT. OF HEALTH & REHAB, SERVICE JULI 41994 D ENVIRONMENTAL EN 3114cpWW i r, � NEEMENCE. A =i to c t" 2• lank Dr4►kt 2" Vao. ' Chlorine lJne Feodw. -- - 31 • tTYp•! Equx"tiff •Line 4" Main gratin 1` Auto 19ve1 Control 1.5" Vacuum 1.5" To 2• Flow to Filter Waste vacutxnSeparator Grp Thermometer Tank PLAN LOCKING ORACKE i 11 64" 244 -� 9TAT iC 4' WATER LEVEL 4, 42• UINS W491 MODEL F•1 F•14 MAIN DRAIN 3 4 SLJriFACEOVEfif OW 3 4 VACUUM LONE 2 2 A14CI iOn KTAIL. fl ELEVATION xr.a 3 Pump it�► Suction a pNCoal to Filhot r • ' PV4 PtDB 5 _ � c s � •.,rultv TFQM ~M purrip 2• A,lurrl 14.0 5" Fr. 1.S' P. all 120 - l .. _ Neater Heatair `100 2" FtetuTn 1.5" To lleatur Main Oram Surface Ovelilow Thotmomoter Ftow Motor Vooju n GavQe x���� . i NOPE: Filter elements; and electrical not shown for clarity, 40 90 ISOMETRIC 20 40 60 401100112011410114011110 U.8►13ALLONB VtEA I�UTt F SIA AITe -.-----� P4(*IL 3 H.P. -M.. -•+•- p 4EL 1 H.P. 1. $2.5 SLIT U of FILIE11 ARF -A-(14) 197 Etenwtq t. YALv:r:t rixi ��t K~ t -LOW nnf VVS,614a rat SKI I .;........ POWL 2 N.P. �•--�. • p L 3(4 N.P. l t?11�'E I1,S (1 Y1' 1 2.60 GPM 10.(,00 OtALLONS PEn a i K. ns 0 s0 hill 111E MAIN ORAM1. SKIMMt11, 1011 F3, HEAT En, ANO ne tunN p4EA41t',1. 2 N.P. I t 14.11. VA-nifE 02AAsEL nEC.ISO. PUMP Willi 2. ALL iLF.Ctn?CALEW1PMENt SHALLC0t44FOAM Mt14 THEN1 G. (1.f 11414E t IAIA A14U LIN r t AAillt 1.i` AHO $1 tALL COMPLY "ill LOCAL COVES. 3. r4,I�En noom SI OU Not TSE usto roil s tcxWA OF Ci J(WALs ' 4.1 irr FLOW ME101 CF -301 SW 20 t0 100 GVM RANGs: 411 ITEMS UiAtCOU1.0 WAnCPEnAIKAOn 04"CiION ` `.-3/4 tIP 9rA 1111E t'2tiAWL VAC, PUMP Willi IIAIn Of SYSTEM it gap ANO 1.114 i" $ rMINE 4. ALL '04EN19 AAS OF SIGI4E0 fOn MOT WA USE 2, so FAC9 VACUUM GAUOe OW it9 5, WEA tANKIWcovitaNtFnstcia4attMENWALL ANO FLOCK 1.110 GALLON C APAO Y FOLIO IMK TAr0c noon sLOpEs TO txAA1N 3 YUs. e.MA•1° 9W (4.)'s ,thin. l EnO61ON CIILORINAIOn e. ALLCIIEMICALFEEOCAlAnt INtEnLOCKtawnlln(cnCukAtOxNPU r OONU*F* ww ADp110VFo Fon comwli£UL POOIs UP TO Is,000 GAL r. ALL.. VALWS, PWI$. 04MiCAL 14E0EA141 CAOCXS AAE PEAMAH1ENtLY S. PAC FAB 40 SO.Ft..StpAnATOti tANK MAAK10 G(Avlir 11. ALL PIIW4 IS NE: PW APPAMD AHO A 90 MAWO JAI t. ALL PULP°AAE U V' -PANS NO to vrrilta • wA!!T log + • 1. 52.3 60.F f. of F vE.n ArW-A 1141 14" E10 MOOS a 10. OMIN to WATFO UNM CAC14 PVWIP l 2. TOO GPM 34.000 (3AtL(M Pt 116 Ii(MIS 411 50 1011 It. FLO`Y ftr1 A LOCAiEO AS PEA �AAWFACTUf*111, NSTFIMTiO 4 ANO b D4T�n� C.C. td1.t?CK 3.2 II.P. SIA (illE P4EWL I tcw. PUMP WITH CAPAKE Of 114P004 f.4 TWS TTNE 4OE3IO0 FLOW AAtE i ilmn 4 t iN r s Y F It. 144 04#1N" M11ALS U3t0 tYP. FA 1 ont n13. i0 tt: 4;AAJOLti It+�1M 1 tkaNT Mie Pfi0YK7ta 4.2 ' eLmien Cf • 3620W 40• i so GPM nAN(iE r ` S. 314 HP 6 f A- PA 10 P2AA50L VAC. PUMP WI III HAin ANO 1L *11 81nA**A s 2 so FACE VAC" CAUGE 0.30" 110 � 1.110 GALLON CAPACITY FILTER rANK °.MA•10 %* 0-3S rlAP, 1 F"101`4 CHLOtiINATOn 14SF APPI MVEO roil COMA AIIICiA1. PMS UP TO 14,000 OAL. 9. PAC FAB 40 SO.Fr. 3EPAtIAfon TANK �'�tUTXC THE DATA. IN THIS DOCUMENT !tats Bibb with INCORPORATH PROPRIETARY RIGHTS OF Vacuum Bteaker AK rap For Man. 1:.14, r Spa, or PALM BAY POOLS & NVATER FEATURES i Auto Edi ' 11 (� 2" iNade� 1'e 2875 I(IRBY AVS. N.E. { PALM BAY, ,VL. 32905 0 611 / , I _ rfTUF UNE 1.5 2 uK= -L! - _t 125,:" 01 909 16' Ufa. llors ANY PARTY ACCHPTiNG THIS DOCUMENT PFiE00ATL1NE 1.5 1,5 �-.-^ -•� •�-^ -; on DOSS SO IN CONPIDHNCE AND AGREES op+ar oat 6 v • THAT IT SHALL NOT 8B DUPLICATED 'IN WAS TE LINE 1.5 1.5 WOW levet WHOLE OR IN PART, .NOR DISCLOSE Tq , FnESHWATEn 1 1 OTHERS, WITHOUT THE CONSgNT OF Aulit h A -0 -mak fill TANK DRAIN 1.5 1.5 PALM HAY POOLS & WATER FEATURES, INC. p�l,alll l i1riC,T� PoIN r VAC"TOFLfEn 1,s 1.5 All Uf410EL1Irlam.FIL1EnELEt1AEN1 2.11 Lift,?. F r. mill. r iiEmxn PIPE SMTiON LM 2 3 _ w1n+ r-:>�r• t7tx I+c�L�e pEn ft.El�Nr • TO I IEA1tA 1.3 1.5 � ° S" A TOTAL OF a1 ASO N. OPINMiti Ptn ' FriCM t iE/ITEii 1. s 1.5 MINIMUM SPACE ELIMENt ! 1.11 OPM (WXi•3.123 F1-180, AEUIJ MMEN V40 vaw AY Cate rtd M&1, 74%* t- -_.--- A * FlitA MAIN D%UN 6" SURFACE OVERFLOW 3" ___.. A 1.1 s TO IIIEAT'ER �D11MAI ��• 8►>I-Yak•• L5" FRESH NIYATER 1" "T'AINK DRMN LS" WASTELiNE on 72 SUCTION LINE Z" _ k° Rrtcl tarn lk,••pi A6justro ane LOCMO i3W-KE T t�tlRit hta 2 T • $ LC?IJVEfis (fYf? ) STATIC WAtEN--� -;- - - — ---- __- 4T LEVEL 27• j _b 1 WOCTE, N10 L# VC -18S L1NL SiLES MAIN D%UN 6" SURFACE OVERFLOW 3" RE'T'URN LINE I•S" TO IIIEAT'ER 1.5" FROM HEATER L5" FRESH NIYATER 1" "T'AINK DRMN LS" WASTELiNE LS" SUCTION LINE Z" _