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01/08/1999
01/08/1999 1551 SANDSPUR RD LEXINGTON CLUB ~ , o ~~~ad~ JUN 0 0 9999 FF~ANNIWG & DEVELOPMENTSVCS , CINQF CLEARW~TER IN PARCEL 7 (240 APARTMENT UNITS) PROPOSED MIN. OR MAX. (REQUIRED) ZONING DISTRICT: MPD MASTER PLANNED DEVELOPMENT ~ ( ) ~ SHEET TITLE USE, RESIDENTAL 1 ~ SHE PARCEL AREA (5Q. FT, AND ACRES) 10.00 ACRES - 435,600 SF 10,QC0 FT (MIN.) GROSS-AREA (WITHIN PROPERTY LINES) A AI ACE PLAN PARCEL N7DTH; 820 FT. ~ 100 FT MIN. ( ) ICAL SECTIONS AND ISCLLA CU D AIL .PARCEL DEPTH; 970 FT, 100 FT MIN. ( ) CIZC AL CC CL, SIGNING A II P DENSITY 24,0 UNITS /ACRE 24 UNITS ACRE / N BUILDING COVERAGE VI , GRADING AND DRAT A PLA (5Q. FT. AND % OF GROSS SITE): 80,665 SF - 18.5% SUNSET .POINT °a ROAD UTILITY PLAN .GROSS FLOOR AREA AND F.A:R. 225,000 SF - 0.52 0.55 7 TCINA AIAC D AILS SETBACKS ~ CR 590 cR Aso °LITY D -AIL . FRONT 39 FT. 31 25' MIN, ~ ~ ~P 0 ~ C APIC SU Q SIDE 66 FT. RT. 43 FT. LT. 16.25' MIN, ~ m SOP p ( ) m m a ~..J I ` c REAR 104 FT. 16.25' (MIN,) Z DREW STREET q ~Q CLEVELAND a BETWEEN STRUCTURES N/A ~ 0 ~a . STREET. ~ HEIGHT 45 FL GULF TO BA BLVD 5R 60 ~ 50 FT so ~ AL SCITIC ~ L 7 A PARCEL OF LAND LYING WITHIN THE SOUTHWEST I/4 OF SECTION 15, TOWNSHIP 29 SOUTN,RANGE 15 EAST, AND PAVED VEHICULAR AREAS THE NORTHWEST I/4 OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING (SQ. FT. AND % OF SITE} 114,675 SF - 26.3 o DRUID RQAD MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' OPEN SPACE (TOTAL FOR THE LOT 5Q. FT. CO~AENCC' AT THE SOUTHEAST BOUNDARY CORNER OF THE 5OUTHWEST I/4 OF SECTION 15, TOWNSHIP 29 SOUTH, AND % QF SITE} 172,468 SF - 39,5% 1 t MIN, ( ) RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, SAME AL50 BEING THE NORTHEAST BOUNDARY CORNER OF THE RAJ CT L® AT1~N ~ NORTHWEST I/4 OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINEtLA5 COUNTY, FLORIDA, SAID ~ ~ SOUTHEAST BOUNDARY ,CORNER BEING S89°b3'29°E, (BEING THE BASIS OF BEARINGS FOR THIS QESCRIPTION) PARKING LOT INTERIOR BELLEAI ROA ~ LANDSCAPING (SQ. FT, AND ~ D © N 2655.24 FEET FROM THE SOUTHWEST: BOUNDARY CORNER OF SAID SOUTHWEST I/4 OF SECTION 15; THENCE OF PAVED VEHICULAR AREAS) 9,120 S.F, - 7.9% 6~ (MIN,) R' ~ N89°03'29"W, ALONG THE SOUTH. BOUNDARY LINE`OF SAID SOUTHWEST I/4 OF SECTION 15, SM~E ALSO BEING THE Q p NORTH BUUNQARY LINE OF SAID NORTHEAST i/4'OF SECTION 22,'.F4Ri65.00 FEET 70 THE POINT OF INTERSEC710N WITH THE WEST RIGHT-OF-WAY LINE OF`MISSOURI AVENUE SOUTH (STATE'ROAD 5-595-A}; THENCE LEAVING SAID PARKING 4 4 ~ RESIDENTIAL - ~ ~ ~ SOUTH BOUNDARY LINE OF SAID SOUTHWEST I/4 OF SECTION 15, ALONG SAID 14EST RIGHT- OF-4JAY LINE OF 0.'75 SPACE UNIT X 240 UNITS 160 180 ~ ~ ~ / ~ z MISSOURI AVENUE 50UTH, N00°L5'59"E, ALONG A LINE 65,00 [FEET `WEST OF AND PARALLEL WITH THE EAST BOUND~FtY LINE OF SA~p SOUTHWEST-I/4 OF SECTION 15, FOR 170.60 ;FEET TO THE PRINT OF BEGINNING; THENCE PARKING RATIO FOR APTS. FQR ELDERLY ~ CONTINUE N00°15'59"E, ALONG-SAID WEST RIGHT-OF-WAY LINE OF `MISSOURI AVENUE SOUTH, FOR 65,00 FEET; ( ) ~ w x THENCE LEAVING SAID WES7'RIGHT-OF=WAY LINE OF MISSOURI AVENUE"SOUTH, N89°52'44"W, FOR 426.97 FEET; THENCE NORTH 151.34 FEET; tHENCE :WEST, FOR 215.76 FEET; THENCE NORTH, FOR 70.61 FEET; THENCE IN ADQITION TO 240 APARTMENT UNITS, THE BUILDING IN PARCEL 7 WILL CONTAIN APPROXIMATELY„18,000_SF OF SPACE WEST EA Q 5T B Y DR ROOSEVELT FOR ANCILLARY USES SUCH AS THE MAIN LOBBY, LEASING OFFICE, CLUBHOUSE, MAILROOM, BARBERJBEAUTY SHOP, EXERCISE BAY DR R~~SEVELT N37°52'25°W, FOR 178.48 FEET:; THENCE WEST, FOR 113,07-FEET TO THE POINT OF INTERSECTION WITH THE ROOM, MULTiPURPQSE CARD/BINGO ROOM, LIBRARY, LAUNDRY ROOM, ARTS &'CRAFTS AC11VfT1ES R00M, ETC. ~ SOUTHERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY AS DESCRIBED IN OFFICIAL RECORDS BOOK 8730, PAGE 362 OF THE PUBLIC RECORDS OF` PINELLAS COUNTY, FLORIDA, SAME ALSO BEING THE POINT OF INTERSECTION 4 WITH 7HF VESTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY AS DESCRIBED EN OFFICIAL RECORDS BOOK 3996, SIGNAGE PAGE 1125 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,"FLORIDA; THENCE ALONG SAIp WESTERLY BOUNDARY I N H"A A MAXIM M 64 S UARE FEET IN S! E AN H 1. THE MISSOURI AVE. ENTRANCE 5 G S LL BE U Q Z D S ALL BE A MAXIMUM20' HIGH. r- LINE OF THAT CERTAIN PROPERTY DESCRIBED IN bFF`ICIAL`RECORDS BOOK $996, PAGE 1125, THE FOLLOWING THREE (3} COURSES; {I) THENCE S52°07'35"W;' FOR 117.49 FEET;(2) THENCE S00°:02'04"W, FOR 178.06 FEET.; AR I I AN SHP; 1 J 2. THE GREENWOOD AVE. SIGN SHALL BE A MAX MUM 32 SQU E FEET N S ZE D LL BE A MAXIMUM OF 10 HIGH. ¢ (3} THENCE N89°03'52"W, FOR 183,26 FEET TO REFERENCE POINT "A', ;.SAME .ALSO BEING THE POINT OF r N I \Q 3. ALL SITE LIGHI1NG SHALL BE DIRECTED DOWNWARD A D AWAY FROM ADJOINING RES DENTIAL PROPERTIES AND STREET ~ p ~ INTERSECTION WITH THE EASTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY AS gESCRIBED IN DEED BOOK 834, PAGE 49 OF THE'PUBGIC"RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE.521°46'30"W, ALONG SAID EASTERLY ' ~ RIGHTS-OF-VdAY. BOUNDARY LINE OF THAT CERTAIN PROPERTY AS DESCRIBED IN DEED BOOK ;834, PAGE 49, FOR 143.36 FEET; o ¢ THENCE S17°48'00°W, CONTINUING ALONG'SAID EASTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY AS o w G ~ w DESCRIBED IN DEED BOOK" 834, PAGE A9, FOR 93.58 FEET 70 THE P41NT OF INTERSECTION WI7N THE EAST G~ ~ RIGHT-OF-WAY LINE OF GREENWOOD "AVENUE; THENCE S00°09'19'~W, ALONG SAID EAST RIGNT-OF-WAY LINE OF ~ ~ WAL NGHAM RD ~ ~ w GREENWOOD AVENUE SAME ALSO BEING A LINE 40.00 FEET EAST OF AND PARALLEL WITH THE WEST. BOUNDARY, w LINE. OF 'SAID SOUTHEAST ly4 OF THE SOUTHWEST I/4 OF 'SECTION 15, FOR 109.8f FEET TO THE POINT OF ~ ~ INTERSECTION WITH THE 50UTH BOUNDARY LINE OF SAID SOUTHWEST,,{/4 OF SECTION 15, SAME ALSO BEING THE a ~ o z N POINT OF INTERSEC?ION WITH THE SOUTH BOUNDARY LINE OF SAID CERTAIN°'PROPERTY DESCRIBED IN OFFICIAL ~ d J ~ J RECORDS BOOK 3996, PAGE 1125;. SAME ALSO BEING THE PDINT.OE INTERSECT{ON WITH THE NORTH BOUNDARY LINE w RTO ~ Q] ~ W OF THAT CERTAIN PROPERTY (PARCEL. S) DESCRIBED IN OFFICIAL RECORDS BOOK 3747, PAGE 374, OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA, SAME ALSO BEING THE: POINT OF INTERSECTION WITH AFORESAID .NORTH ~ J ~ ~ 0 ~ m ~ Z ` ~ X g Q BOUNDARY LINE DF THE NORTHWEST, I/4 OF SECTION 221 THENCE'N99°03'29"W,,CONTINUING ALONG SALD EAST e ~ W h- RIGNT-OF-IVAY LINE OF GREENWOOD AVENUE, SAME ALSO BEfNG SAID NORTH BOUNDARY LINE OF THE NORTHWEST I/4 OF SECTION 22, FOR 20 OO FEET TO .THE NORTHWEST BOUNDARY`CORNER'OF SAID CERTAIN PROPERTY DESCRIBED IN Q In y OFFICIAL RECORDS BOOK 3747, PAGE '374; THENCE LEAVING. SAID NORTH BOUNDARY 'LINE OF THE NORTHWEST i/4 k e OF SECTfON 22, S00°02'05"E; CONTINUING ALONG SALD-EAST'RIGHT-OF~WAY LINE OF GREENWOOD AVENUE, SAME P ,v ALSO BEING A LINE 20.00 FEET'EAST OF AND PARALLEL W1TH THE WEST BOUNDARY LINE OFTHE NORTHEAST IJ4 OF SAID NORTHWEST I/4 OF SECTION 22, FOR 117,49 FEET TO "THE' SOUTHWEST BOUNDARY CORNER OF SAIQ h CURL ? ~ °j CERTAIN PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 3747, PAGE 374; THENCE LEAVING SAID EAST rc ~ RIGHT-OF-WAY LINE OF GREENWOOD AVENUE, 589°03'29"E, ALONG THE SOUTH BOUNDARY LINE OF SAIQ CERTAIN PROPERTY DESCRIBED IN OFFhCI,AL RECORDS BOOK 3747, PAGE 374, FOR 435.17 FEET ~TD THE SOUTHEAST BOUNDARY CORNER OF SAID CERTAIN PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 3747, PAGE 374, SAME Ni ~ P ' ALSO BEING. THE POINT OF INTERSECTION WITH AFORESAID WESTERLY BOUNDARY LINE DF THAT CERTAIN PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK '3996, PAGE 1125 THENCE N00°10'32"W, ALONG SAID WESTERLY BOUNDARY N T a r 0 LINE OF THAT CERTAIN PROPERTY pESCRlBED IN OFFICIAL RECORDS BOOK 3996, PAGE 1125, SAME ALSO BEING JT ' J THE EAST BOUNDARY LINE OF SAID CERTAIN PROPERTY QESCRIBED IN OFFICIAL RECORDS BOOK 3747, PAGE 374, 14Ti~ w M1MPHELL CFlU~EWAY NY C FOR 57.07. FEET; THENCE LEAVING SA16 -'WESTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 3996, PAGE II25, S89°52'44"E, FOR 339,48 FEET; THENCE N00°15'59"E, FOR 55.56 I U W O x < FEET TO THE POINT OF INTERSECTION WITH AFORESAID NORTH BOUNDARY LINE OF THE NORTHWEST I/4 OF SECTION u., N EERY RD. r n r rn ~ 22, SAME ALSO BEING THE POINT DF INTERSECTION WITH AFORESAID SOUTH BQUNDARY LINE OF THE SOUTHWEST I/4 OF SECTION i5; THENCE LEAVING SAID SOUTH BOUNDARY LINE OF THE SOUTHWEST I/4 OF SECTION, 15, o- 61 p rn N00°15'59"E, FOR 133.48 FEET; THENCE N77°0'52"E, FOR 141.17 FEET; THENCE. 589°52'94"E, .FOR 329.95 ~ A FEET TO THE POINT OF BEGINNING AND CONTAINING 429,186.41 SQUARE FEET OR 9.853 ACRES, MORE OR LESS. W Y -rY il1NARG FRAN4LAN~ BRIDGE TOGETHER WITH; ~ ~ ~ w 7 ~ ~F OJ ~ ~ PK v~ G COMMENCE A7 AFORESAID REFERENCE POINT "A"; THENCE N89°03'52"W, ALONG AFORESAID WESTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 3996, PAGE 1125 FOR 10.70 FEET TO Q z Y ~ m 7 THE POINT OF INTERSECTION WITH THE WESTERLY BQUNDARY LINE OF AFORESAID CERTAIN PROPERTY AS DE5CR18ED (\I r ro , ix B L P RK IN DEED BOOK 834, PAGE 49, SAME ALSO BEING THE POINT OF' BEGINNING; THENCE LEAVING SAID WESTERLY ~ 62ND A ENO(. N, BOUNDARY LINE OF THAT CERTAIN PROPERTY A5 DESCRIBED IN DEED BOOK 834, PAGE 49, CONTINUE N89°03'52"VJ, ALONG SAID WESTERLY BOUNDARY LINE pF THAT CERTAIN PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 3996, TH .C ~ ~ i PAGE 1125 FOR 70;5D FEET TO THE POINT OF INTERSECTION WITH AFORESAID EAST RIGHT-OF-WAY LINE OF y GREENWOOQ AVENUE; THENCE S00°09'19"W, ALONG SAID EAST RIGHT-OF-WAY LINE 4F GREENWOOD AVENUE SAME ALSO BEING A LINE 40.00 FEET EAST OF AND PARALLEL WITH. AFORESAID WEST BOUNDARY LINE OF THE SOUTHEAST o_, zzN FN I/4 Of THE SOUTHWEST I/4 OF SECTION 15, FOR 190.57 FEET TO THE POINT. OF INTERSECTION'WI7H AFORE5A16 L"1 ~ TH Fl ~ L WESTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY AS DESCRIBED IN DEED BOOK 034, PAGE 49; THENCE LEAVING SAID EAST RIGHT-OF- WAY LINE OF GREENWOOD AVENUE, N17°48'00°E, ALONG SAID WESTERLY BOUNDARY v F ,2q~ 0 LINE OF THAT .CERTAIN PROPERTY A5 DESCRIBED IN DEEQ BOOK 834, PAGE 49, FOR G2.49 FEET; THENCE N21°46'30"E, CONTINUING ALONG SAIQ WESTERLY BOUNDARY LINE OF THAT CERTAIN PROPERTY AS DESCRIBED IN ' Q~ V F ' DEEDBOOK 834, PAGE 49, FOR 139.9D FEET TO THE POINT OF BEGINNING A'ND CONTAINING 6,413,59 SQUARE ~ I° FEET DR 0.147. ACRES, MORE OR LESS. J c P . ~p ~ ' .J P NELIAS Cl, N , ~ I ® TOTAL AREA 435,600 SQUARE FEET OR IO.OOO ACRES, MORE OR LESS ~ ~ " b ' N GI RS V M T AISS BUR Y ORS P ~ L Fn 9 ~ S PLANNERS ~ ~3 ° Ina w ~_~f 2639 McCormick Dr. Clearwater FL 33759 ~~1.7 1?t'~ ' , ~7i7~7 <41a~1 Tel: (727) 724-8422 -Fax: (727)724-8606 LLI Q6 I Ar~r CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL," 1-500-432-4170 48 HOURS PRIOR TO ANY CLEARING ( a-ATE REVISED BUILDING LOCATION R" OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS NO. DATE ftEYf97oN9 APPL n q f-r--n . D I ~ . Jl1Pd 0 01999 ;1 , a~ PLANNING & DEVELOPMENT SVGS `t~l!°'` ' ~ ~ 4 ClTYOFELEARWATER 0` . , 0 40 80 1B0 ~K rc, ? r' ~~1 > {qe ~.i ' ~ I.x 4 'A ~n r > - ~ . 4 , I fir' x . _ ~ ~ ; ~~E I, , , , , fir, ~ ~ ! r i 4 . ~ i ii' ~EI~ ~ !i;.~ i i ~ j; ,I i t ~ M t l~t,:i ~ex4 ! j '~s !ll ri~~ ~~i ~ a _ . . ~ f I i i a ~ I~; ~ ' . f _ , i ~~wc ~ ~ y..,., ~ ~ ~~,m.r i ~ , , ' kip 2 ~I ~ :`I r ~ r R~ . a. \ . . _ i U'in ...e... U UTlt1Y _ ~ ~ C] f'y g r.~_..~ t ` , .,.a~,w a,.._~ 1, ~ ~ ~ ' b j~~ 7 7 6~~.UiR1TY ~ ~ ~ f I~ ~1 • / 1 I ~ 1 EA`d1 1 ~ f ~ [ ~ i ~ ~ 3R ~ i ~ i l 1 ~ ~ . ~ ~ i , , DD - . , , e ~ , ~ ~ - ~ i , ~ ~ , , • , r ~ ~ - ~~i ~ a . ~ t I, ~ 0 ® \ r;,' ~ ii/, - i - a r~ E ~ x;;~ ; } s ~ ~ ~ j; , ; i.,f ~ ~ - ,i _ ~ i ,i ~ ~i. ~ _ r ,~I r , ~ " I, ~ F ` ~ j ~ ~ i I is ~ _ ~ 7 ~ t i. I . , i i i ~ ~ - .~.i i I 1 i i i ~ ~ 4l/ O / ~ , f f. ~ p,/ ~ , ~ ,y ~ is ? ~ ..m . ~ o _ ~I ; ; ~ i ~ ~i, i i _ t I ~ 1~~I f~1 , ~ . t ~ i t Il i ~ ~ ~ 'I i ~~r~,~~„~.~~;,~~~a~„T~,~,.<~. ~~~r~x„~~tia;M.~,~,. , w ~ .v.~ i _ p` ' ~ 1 i~il I!=,' ~ 1' I 'I I ? . ~ ~ I i . ~ ; , ~ t ; I ~4 R~ I r, ~ i PARCEL 2 i ~ f, ~ - I ~ ~F.~ ~ , . ~ ~ II _ ~ I a f ~ is _o ~ ~ - ~ ~ I~ _ G tl . ~ ~ ~ F, „ _ ~ t ~ s ~ o 91 ~ r~ ® ® p , - oa f4 k ~ ~ 1 ) RRIX~ At-1~~L ~ ~ f hlfl~ ~ ~A 1 STORY MASONRY H 1 M i BUILDING X10 ~ i ( ~ b0 # ~ ~ In j ~ I ii l~ - ~ I ~ ~ ~ ! f ~ ~ ~ I ~ ~ i (VISIONWORKS) i I~ 4 i l l y i'~ 's i i I - ; ~i 1 ~r fi ~ ~ c~ _-----J I I ' ~ _ 'a t J~ ~ i~ 1 ,;1 I I1.1 ~_i i I ~ i I h ~ ~ r,~ I ~ I ~ I~~ i j s ~ i . ~ x r, 1 ~f` ~ r`~ IE ~i , , - - .1 f c I S' I d i , I ~ I I ~ - ~ a-1 m rU a _ _ _ - _ m- - - _ _ _ _ _ _ a c_ , - ~ _ f_ JEF_ FORDS _ _ - f , ST. , - _ - - - t r f-- _,MAGNOL.IA ~A D~: - _ _ _ . _ ~ SMIN _ 1 r n a e ~r, - ~ rn Pa d cn 7 ~:3~~ _a n. c i a~siw+ea rHe siowan~ae a~ feE auaurr " ` a PREPARED FOR, SNEE1" DESCRIP?IONS ~ ~ , EscR~P-rio~~ WNIKUL VY11Vtn n Intl tract U JHB JNDICATE`9.THAT ALL' REOVIREO LEXIM CL ARWATER PHASE ` I PARTNERS DRAWN HERMITS HAVE BEEN OBTAINED 4 INC. LTD. FLORIDA DESIGN CONSULTANTS LEXINGTON CLUB A T RENAISSANCE SQUARE'-i FB 8Pa;1~ ~ u1 AND THAT CONSTRUCTION IS ECT AUTHOI ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS 1551 SANDSPUR ROAD RITED TO COMMENCE. CHECKED 2639 McCormick Dr. Clearwater FL 3 759 MAITLAND, FLORIDA 32751 MASTER DRAINAGE PLAN RH ) Tee (727) 724-8422 Fax, (727)724-8606 PHONEr 407 741-8500 co 1 3-22-99 REVISED BUILDING LOCATION RN IDATE,29/96 N0. OATE RIYISIDNS AOPYU 121OE' s,/ D.D. EM 1 .HANDICAP 1'-6° SIGN i1 1~ I x d TYP>^ D~ CURB i 9' ' 12' i 12' 19' ^ ~ r n.~ , NOTES.. ~ g ~I , Nr ^ (a 1. METAL,'POST TO BE .GALVANIZED, ALL BOLTS, .NUTS,: ~ , ^ . Y ; , PARKING ~ PARKING ' " CONCRETE ,~u7 ~ ~ ^ . WASHERS AND SCREWS MUST BE RUSTPROOF. ~ ~ - ~ ~ S~Op~ ~ 5' SIDEWALK: s~Op~. (MA~}~- 4, y a,. ' ~ SIDEWALK ^ . ^ " 1 ^ ^ 2:CONCRETE FOR FOOTING SHA~.L BE PORTLAND CEMENT AND ~ k ^ n I~ITERNA110NAL SYMBOL. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 p.s.i, - ~ (MAk`")~ 1 q N } (MAX) ~ 5% (MAX) 5% (MAX) , ~ OF ACCESS (SEE NOTE 5) , , • , -3.SIGN5 WILL BE FABRICATED BY USING REFLECTING COATING , a ~ MAX~ ) (M) 1% (MIN) 1%~~ 4;? S~, " Op ~ , BLUE BACKGROUND IN THE SYMBOL MESSAGE; ANb BORDEf~ APPLIED TO . i~ l a P~RI~G BY - ~ , ~ E ~~,a k ( ,r SHEETALUMINUM BACKING .080 IN THICKNESS. DISPBL~PEf~ItON~Y _ ) "t~P.f I~',I 1, ,f k. ~ s r~ . r° r~r ~....i..., ~,~~s~! d. T 1 1/2"'TYPE PC-1 ASPHALTIC NgAiQRS~911 - ~ ~ ~ ~.y ~ , 4. MESSAGE. LETTERING SHALL BE UPPER .CASE {WHITE)(SER)ES B) ; x r H " CdNCI~ETE (SURFACE COURSE) BE f1NE? X100.06 ~ . ;4 ~ w~ F t'~r ~ 2 HIGH IN ACCQRDANCE IMTH MANUAL ON UNIFORM TRAFFIC ~ ~ ,HAN CAP' . fi" LIMEROCK BASE COURSE 6" ALTERNATE BASE e' , tl,~ Q ^ 4 CONTROL,DEVECES. ;a~~ t„! RAMP'(TYP w ,I, ~ (PRIMED) (98% T--180) CRUSHED CONCRETE ~ ~~,R , E~: ~ 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, AWHITE = 3/$ HOLES LOCATED FOR :ALIGNMENT Glf;{ 12 ;:_,,E 5 ;5 ~ RI HT ~ WITH H ES DRILL ON 1" E RS G ~ ~ 3 ~ T , : WHEELCHAIR FIG URE (WHICH SHOULD ALWAYS FACE G I er . g- ^ o FULL L GTH iN TAL POS . M UNT i., I ~ w ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN DOLOR o TOP w ~ x a I WITH 5 16 x 2 1 4 BOLTS, I, D 6 5U8-BASE (LBR-~40) FED. STD, 595a COLOR: 15180... - ",r~°-~; F;~; Q ~ ) AND B TTOM OF IGN) rn I r.4 , s 1 ' z , ~ .,I ~ WHITE ~.91s (9$% T-180) JUP~ 0 ~ 1~~~ a. ~ 6. SIGN POST SHALL BE MIN, 2 ~-0 .CLEAR FROM BACK OF CURB.. CONCRETE ~ E ~ o METAL POST (ASTM A-499 GRADE 60 ~ ~I BLUE , ,~~f r T , TYPiC~ PA ~ECTIQN z f r> , d , SIDEWALK STEEL WITH ASTM A-123 FINISH) , ~ : ~ ~ , cn d N.T,S. PC~~C~~~TEp U~ „ N ~s~,!a , ~ ~R M Q~~ .i ' ; I d t t, ~ f i'~~ ~ c { h, 5/8 !1i„ raj, ~j r ~ ~ ;R. s + .VARIES _ N , ~ ~ r I,~ t~~ ~ 1 4„ 1 ~ t 30'-0"..MAXIMUM / d J 1.. . I I 1 L_ J BLUE 3 , o~ o~ METAL POST 1 -0 TRANS. ~ - Z Z 4 PER FOOT a o STRUCK JOINT a o WT. OF BLANK POST WHITE a~ 5' a~ A - 1 FT. SIDEWALK T SH LL BE.2 2 /2 • CONCRETE FOOTING MATCH PAVEMENT ~ , w ~ ITYP I w - ; ; a q NOTES: H AP PARKNG 31GN QETA~ HAtCAP PARK~6G gETAl. ' 1} IF UTILITIES INTERFERE WITH CONSTRUCTION N.LS N,T.S~ a THE CONTRACTOR SHALL ARRANGE HI5 SCHEDULE TO ALLOW UTILITY OWNERS TIME FOR NECESSARY ADJUSTMENTS. 2) 98~ COMPACTION IS REQUIRED FOR -FILL. SEE PLANRIES 3)CONCRETE IS TO BE 3000 P.S.I. SHEET FLOW BALES OF STRAW 4)SEE PLAN SHEETS FOR ACTUAL LOCATIONS OF SIDEWALK. STAKED DOWN Tl(PICAL S~EYVALK PLAN ST ApD AIJ~ N,TS N.T.S. o g q q p p o q n q o q _ SINGLE ROW OF` BALES OF STRAW TO BE PLACED,- HAY BALES ' PRIOR TO THE. START OF ROUGH GRADES .F ~.~----=-a PLAN VI W PROPOSED BROOM FINISH BROOM FINISH FILTER FABRIC r-=-.~.--~--~ - ' MARAFI 600X GRATE 2 x 2 STAKES ( ) ~ 1-1 /2 TO 2 BAL , E TIES N 1 I <CV~ I .THE GROUND ~ / 6" TYP. I SECURELY. BOUND ,STRUCK JOINT 1/2.> x 4>, BALES REQUIRED FOR STRUCK JOINT DETAIL N.ts. BITUMINOUS STRIP. DURABILITY N.T.S. FILTER .FABRIC XP ~ Jfl DETAIL MARAFI 600X . ( ) N.T.S. ANCHORING BALES CCN'TR DETAL R~ 3'PRA ~ OL 1~^6„ N,T,S, N,T~S. .OPTIONAL POST. POSITIOP UJT POST IION 2n R 5EE NOTE POST OPTIONS: 2" x 4" ( 3" R NOTE: WOOD OR 2 1/2 MIN. DIA, Z0. , STEEL 1.33 LBS FT. MIN. 6' MAX Q ~ ~ PRINCIPLE PO / ) v PATTERN' CAI ?RINCIPLE POST o ~ WHEN USED ON HIGH 51DE OF ROADWAYS, THE I GROSS SLOPE OF THE GUTTER SHALL MATCH'THE 'ATTERN` (CANT- T ~ 7 1/2" STD, CROSS SLOPE OF THE ADJACENT PAVEMENT.`THE a ED 20` DE REI :D 20` DEGREES r 6" 3/A" R 6" MIN. THICKNESS OF THE LIP SHALL BE 8", UNLESS TOWAR S D FLO COWARDS FLOW) I OTHERWISE SHOWN ON THE PLANS.' FILTER FABRIC DER FABRIC ~ a° ' w z ~ ~ o ~ FILTER FABRIC (IN U CONFORMANCE WITH . o ~ SEC. 985 FDOT SPEC. SILT .FLOW A ~'"~"ti ~ F ~ _ R Imo, 6"~; ~ ~ e- N,rs. I I /Joint Seal R Slope To Fit Driveway 0o p. ELEVATION SECTION ~ Std. S~,T B _ D~'t'A~ F~`~°= T2 Std. Conc. Pav't. v N.T.S ~ 6" Min. ~ 2"Exp. Joint And o Preformed Joint Filler m m 2' ~ TYPE D Note: To be paid for as parent curb. Jarnt seam o , DROP CURS ~ ~ a EROSION CONTROL NO TES. Concrete Concrete ~ THE CONTRACTOR SHALL CON R N F TROL U 0 F AND EROSION DURING 6ufter Pavement A CONSTRUCTfON THROUGH THE USE OF SEDIMENT BASINS STRAW Note: For use adjacent to concrete or flexible. pavement, concrete shown. Expansion joint, preformed joint filler and joint' seal ore required between curbs OR NAY BALES AS APPROPRIAT , and concrete pavement only, ee diagram right. - ~ E M ~ Exp. Joint And Preformed Jolnf Flller0 Q7 TNE'CONTRACTOR SHALL. SPRINKLE OR OTHERWISE' MANUALLY APPLY a CtJ~ DET~~.3 "FDOT I ~ #340" p ApprQS to ~otn nr~n and row Sra~s pf pavement, raw s]de. Shawn, W T A ATER O THE EF~CTEDCONSTRUCTIONAREA TOCONTROLBOTH N.Ts. EXPANSCON JOINT BETWEEN ClJ7~T~R SIGNIFICANT. WIND ROSI N AN F E 0 D UG TtVE DUST. AND. CONCRETE PAVEMENT ~"w a~ rn , ' , d ~ cn , /J ~p a J , a i rr{e &i~na7un~ of mE auAUig . PREPARED FORS SHFE7 ~FSC.i~IPTfON, c~ oESicuFn FSC.i~IPTfON~ cTO9 No, ~ :~,~.r CONTPOL OFFICER INS THIS SPACE JHB INDICATES THAT ALL REQUIRED r~~ ti DRAWN PERMITS HAVE BEEN OBTAINED ' NERS0LTs LEXINGTON CLUE AT RENAISSANCE SQUARE FLORIDA uONS1 1' INC. CLEA DATER PHASE I PART LExr Lu AND THAT-CONSTRUCTION' 13 1 Cr ECT ENGINEERS, ENVIRONMENTALISTS, SURVEYORS S PLANNERS 1551 SANDSPUR ROAD F.D. e PO. CHECKED AUTHORIZED TO COMMENCE, to 2639 McCormick Dr, Clearwater FL 33759 MAITLAND, FLORIDA 32751 SNT. TYPICAL SECTIONS AND RH Tali (727) 724-8422 - Fox; (727)724-8606 PHONE, (407)741-8500 1 i EM MISCELLANEOUS: 'pAILS DET 1 3-22-99 ADDED DETAIL.- TYPE F CURB & GUTTER RH DATE. NO. DATE REVISIONS ABY~ 12129198 pP it ~ , . JEFFORDS STREET 1~R Na39~0329 W GREG 2A.4A , GREENW4~~ AVENUE ~,9 T 0.5" conc curb (tYP) t~ m~ _ _ - - ,rr` ' .~tIO'AZ Q3 E ` R1--1 . , - _ :-'_2'R- - s'- _.'1 Pte'"- , TYP ~ e _ r N SAA 19 ~M 149.gt . _ 20 2z _ IGN ' ,'~?~p y'",~,~ t90.57'(C,F~ 6' w/f TO BE 1~~ ~ S ZO L 12" WHITE ' ~~',F~ m~ REMOVED conc `~~(C ~21• 6' w f~ r. ~ 'o a ~ asph ~ "d. ~5, ryh ~P ~ d R1=1 R , , ' off' 4D 1 13 ~ 14, ; i 9, . 14, ~ f,~ ~ L:~' 30.9 30.9' ~C1 I` ~ ' ~ ~ 1~ N ~ _ 286,19 - f ,9; 9' , NaOroo'oo"w " ~ R~~so ~ ~ t IT~'._ i ~ ~a b ~~o YN a A9 i a ~ f. I ~ L 117.6• I 9 I C' , ~ I ~ nt"i I' 37.0' I n ~ u , I,i , ~ ,,•II ~ k,) i~, . ~ = v ~ v ~ ' a ,~f, x, i. ~ ~:vy. ' \l~ r4 r ~ u ~ I C y ~ A. , , ; i" x, ~ ! item i, ' ~ ~ it a ~ ' - ! , COVERED PICNIC ARE :RED PICNIC AREA SHUEFI.L GOARp' JUi~ O ~ (WITH 3 PICNIC TAI3LI ~ , AND OUTbOOR GRIC 3 PICNIC TABLES ~ -COURT . OUTbOOR GRILL} i .I ' ~Tlr'P ~ P , . ,r I ~ PLANNING ~ I?FUEL®PMENTSVCS ~ ,i~~%~ '.r,,. >C`~~, w CITYt~FCLEARWATER <f ~I I w ~ ~ ~ , . c ~ i l W ~ ! Fti ~ yr' ~ ~ ~ ~ ~ a.,a f - _ /gyp PLAYGROUND' ' / TOT LOT 1(~~. f a 4~ I ~ . a„ 't 5 ~ i ~ M 9 '1 ~ f \ \ ~ 1 1 -0" ' ~ 23.3 24' 20.0' $QQ'QQ'f~p~ 9'~.~' . s ; , ~ Q, L.r. i.d. a ~ ! ~ [V ~ ~ , ~ ..p N ' ~ N04'~ ~ E 151.3 I J a° ,b~ 16 16 . . eJ,°, 10R ~ G ~ ~ - ~ I ~ El a ~ ~ ~ i II ~p . ~..~~L9 1~ CAR'CARE CENTER ~ TYP. ~ ~a u I _ - a a ;s ~p~ 0 - S00'05'00"W 168,36' _ L~~~ N a ~ I k - f a fl -.'r ti N R43 ,9 I ,ad 00~ , jr . , ~ ,-1 4•R { s,~ , r ; I ~ 4 ~E 1 ~ TYP 20 Zo i ' I ~ 1 , h" i I ~ ' I I ~ ~ °1 i ~ i ~ , I Ld o ,s,. M' A I A ° . t. ~ ~9, .4 I ~ I - 1 ~ , I _ . 1 , ' _ r fi.. ~ ~ ~ ~ .a l ~ s. I I ~o N4A1A 32 W ~ ~ PR4~~ _ I ~ N O w P~awo~Ea ~ui~~i~c ~ • 57.47 C o g $6;50 ~$~;~~o ~ ~ _ ~ I ~ I . a 42. ' ~ ~ o ~n _ l 2 R - ~ I I TYP I I _ , 4 I ~~I ~ a I ~ ! ~ ' v4~ ~ \ i 22 2a I - - 14.5' I I ~ 4 ~ ! , ~ ~A cu a ~ Q \ ~W f~ TYP ' 157.1 T ~ ~ a ~ _ II ~ 'a' o I ~M II ~ L ~ Il lY ~ ~ II . ~ ' ~ ~ it . ~ \ / ~ ) i ! ~ a II TYP A J ~ ..~w ~ _ _ t 12 ,12 1;19 e i ~ I ~ - `~:1 :J ~ lz ALL ISLANDS ~ ~ ~ _J I ~,~r E~ ~ r d I~ , ~ a a~_ J . s I I 4 ~ . J ~ ~ ~ N00'00'00"E i I ~ a ~ I o 6 r9 ~ ~ 1.~r.. 2 " .,1g'. 32:1 ~ AR L P L r.~ ~ a .T~,,., TYP TYP r - ~ ~ . - ~ 6 1 I I.. I ~I . ti _ , I ~4 20 ~ I I , . T ~ . ~ 4 ~ .o o, o _ , I - I . .W... , ~ . ~ I _ r o _a a _ a ~ ~ r i i I _ N CL I N' i I - ~ N A a o „ 50 LF 6 WHITE I ,5 vi ~ ~ I , o i ~ o' N NTS 24 ; I 21 _ 9 z I f ' .eQ A~ = _ 24' 24' ,~y ~ . ~ 2 EACH cv ~ rn rn NT ARROW I ' rn PAVEME I rn I, . PARCEL ~ , I r I a . ~ t-, ~ I _ ~ L 20 LF 12 WHITE , , ? ~ ~ ' m ~ ~ ~ ~ - 5 o I ~ TYP I i _ _ I s , ~ ~~t _ ~ to R1-1 ~ ~ ~ ~ I ~ ~ ` . ~ 66.3 . a 25'R - , 110.0' - g I 00'95 59 E 55.04. ' ~ ? ~ o ' \ ~ _ _ _ _ _ , _ _ I ~~O ~p Op, _ 146.71 i d o~ M _ ..144.57 ~ X32 ~ _ _ _ _ N00'00'00"E N - 'Q - ~7 ~ L MISSOURI AVENUE _N00~5 a9 W ~ 9 .04 r-- - r- - - ~ 1 25 R 25 R 25 R ~ ~ ~ i I! I ~ ~ ~3 ~ x K , ~d x ~ ~ . ~ U a ~ , ATCH~.INE A®A i . ~ -T ,RIP`tION, ~ , PREPARED FOR; .,NE D doe o.~ ~~~a~E~)~'~~ THE.5IGNATIIAE OF THE OOALITY ~ . U) VG~I~IYtV Z CONTROL OFFICER IN THIS SPACE O LEXIN C.~ DRAWN JHB INDICATES THAT ALL REQUIRED 1 AVE I PARTNERS,, LTD.. R C ARUVATE a LE LEXINGTON CLUB AT RENAISSANCE SQUARE F.a 6 P0. PERMITS HAVE BEEN OBTAINED 1 R I-LORIDA DESIGN 9:. INC. LLJ ECT AND THAT CONSTRUCTION Is ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PLANNERS 1551 SANDSPUR ROAD SHT, Cc- AUTHORIZED TO COMMENCE: CHECKED MAITLAND, FLORIDA 32751 L, !e HORIZONTAL. CONTROL, 2639 McCormick Dr. Clearwater FL, ,33759 t Tel: (727) 724-8422 Fax, (727)724=8606 PHONE, (407) 741-8500 RH SIGNING AND STRIPING PLAN 1 3-22-99 REVISED BUILDING LOCATION, RN DATE, CID rn Q.c. o P1 ' No. DATE REVISIONS RBTY) 12/29/98 or i EM r . x I I - CONSTRUCT 95 LF. CONST 80 LF'0':5 CONC, 3';`VALL~Y-GUTTER _ m GJRG MATCH EXIST) 9~ (INCLUDES -TRANS JEFFORDS STREET a. NOTE; EXIST 10" W.L. . 1 GREENWOOD AVEN~lE TRUTIN NC~T~• EXIST, GTE BOX N/N N FROM EXIST-CURB} _ ~ r_._ _ __,x.~:..~~ ~~N mw~:_ ~ , ~a . T0: REMAIN' iN SERVICE • - m- ~ . Tw_ ~ , NOTE: S~ UtiLITY FLANS TO T#1=M"A(N _ _ mw~_.r~ , ~ >rp ~ `0.5' canc curb 0.5' canc curb (#yp) DURING CONST OF ~ FOR AD~ISTAlENTS TO s I93 °s nktil R~~ 1.-- ALl ELEVATIpNS REFER.. TO NATIONAL. GEODETLC 'VERTICAL DATt1M. ,a ss /1 $ ,6 ' EXIST UTIUIIES IN VICINITY e~ ~ a~ ~ y. :6,` ' 1 48" RCP OF (~dEENiNOOD ENTRANCE ~ AL• 09 h1` ` 0 20 44 80 2. THE LOCATION:OF EXISTING UTILITIES ARE APPROXIMATE:AS 5HOWN, AND IT IS ~ 42 EXIST. £NCLOSURE -----~---~---i THE CONTRACTOR'S' RESPtINSIBILITY TO: DETERMINE THE EXAGT'LOCATION OF THE „ „ ~-0 ;UTILITIE . O 0 TYPE J STORM_MANHOLE I ~ . P I R TO NSTRUC110N IN :.THEIR VICINITY, 'THE `CONTRACTOR SHALL S R C ~y ~ TO 8E REMOVED NATIFY:ALL UTILITY COMPANIES IN THE AREA-BEFORE PEGINNING CONSTRUCTION, RIM EL, = 37,00 l I ~ ~ , g 9 , ~ IE N .25.93 ~ kko9+^wo`~'1a 3~.s a~ g~i + ~ , . a` a3~; TYPE "J" STORM MANHOLE 3, PRIOR TO BEGINNING WORK, THE:CONTRACTOR SHALL EXPOSE ,ALL EXISTING tE ~ _ 25,x3 ~9> 9' s.2 ~~s obi J 8 9.58 3 r UTILTES TO <BE EXTENDED OR" CROSSED `AND CONTACT THE ENGIh11wER AT 127 - ' ' ~ ae I sz$ :e5 9.oa e TRENCH GRATE EL 36.36 ~ w ~s' ~ w + RIM EC.'= 37:4fi 72~ 6~2Z FOR:.VERIFICATION OF THEI 'LOCAl1ON AND ELEVATION. ANY C NF CTS ,~2 I , .ae o ~ 4 LF 6" PVG ~a o ~ + IE {E> _ .25,21 LE~~N~ i~w ~ IE {SlN} = 25.21 - :SHALL` BE BROUGHT TO THE ENGINEER S ATTENTION. FOR RESOLUTION.' ; ~ X66 1g o% , =PROPOSED STORM SEWER AND STRUCTURE eH 0' , ~ ~ I 3g B ~6. ~ g 1. gg i _ . 4, ALL>PRACTICABLE-AND NECESSARY EFFORT-SHALL BE TAKEN:DURING i~ 14 0 _ ~ ~1 eg CONSTRUCTION TO CONTROL. ANp PREI~ENT EROSION AND TRANSPORT OF. SEDIMENT ~ v s.e , - ,~6. 6. n - =EXISTING STORM SEWER 7a 6~ 358' LF- , 48, RC e 000 -.~g~ - _ a ..'.:MATERIAL :TO INLETS... SURFACE DRAINS,:: AND LAKE AREAS. THE CONTRACTOR I 9 ~ tiAss , _ ,,1 +,"4~ _ PROPOSED TgP OF BANK.. LII E g yO,F ~~-A 0:507 g6~ SHALL BE- RESPONSIBLE F'OR ALL RESTORATION EFFORTS THAT IuIAY BE REQ R D , , o „ a o~ 1 4 LF R ~ 0;29% ~?s ~ 4 ?fir , 5. THE CONTRACTOR IS i'0 CONTROL ALL-FUGITIVE DUST ORIGINATING ON THIS ' 31 =EXISTING. CONTOUR` 9 e 1 ~16~y ~1°y~ ~,e :PROJECT BY'WATERING OR OTHER' METHODS AS:REQUIRED .h i~ =SILT FENCE. , n n` ~ : ~ I 1, ,56 7 , .TYPE E GRATE INLET 1 6~. ' ~ ~ ~9~0 =PROPOSED GRADE _6 . 6. ALL UNDERGROUND.:.UTIUTIES INCLUDING CONDUIT`FOR ELECTRICAL AND 9 GRATE EL. = 3ss4 ' ^ I' ! ;37.'5 111 , TION. _ ~ I o 37.2 PHONE CROSSINGS SHALL BE 1NSTALLED PRIOR TO' PAVEMENT':CONSTRUC IE N - 3.00 : r ~ ~ ~6. I , ,h .e TELE O , ~ r a U , lE E ` = 30.50 r~ ( 1. , y9 N a 9~' j9 ~ ~ y9° a ` ~ a II ~ I + a +y ~ IA AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ;THE CITY ~ ~ U 7. ALL MATER LS ~ y I ~ ~ +'9~ i 51°1 ~ o _ PROPOSED. TOC GRADE OF CLEARWATER STANDARDS AND SPECIFICATIONS. ~ '12 ' , ag o , N tit ~ ~ ~ 3~0 =PROPOSED E/P GRADE >~s a• >y1/9 , i R 6~1 1~~~ TYPE:"E" GRATE INLET ~ ~ ' .ys ~ y~° GRATE EL. = 36.15 10 x ~ =EXISTING GRADE FOR 1N ETS AND MANHOLES.:.: ~ ° ~I ~ 1 , ' e ~ . ' B. PIPE MEASUREMENTS ARE 30 CENTER OF STRUCTURE L k . ALL PIPE LENGTHS ARE PLUS OR .MINUS: _ ~ A. , 01! ~,1 ~ ..1 72 Lf- ` ~ IE S) = 31.51 o IE ~sw} _ :34.x5 =STORM WATER FkOW ARROW ' o ' ~ 18„:;RCP o UNDERD~AIN RE UIREMENTS TO 6E DETERMINED AT T1ME OF. PAVEMENT " !i ~ D,2$% Q ~ o~ 1~` CONSTRUCTION UNLESS`INDICATED OTHERWISE ON PLANS, ~13,s yN ~titiN `b ;y 1 ~1 + ~ I,, + 3191 Q w~ryN U A:. T ND A TERATION h . go l bo bg 1 O, EROSION CONTROL BARRIERS WILL BE ERECTED PR OR O LA L , I, ~ ,y1/gyp 1 ,~o ~yy,~o I' - ~ - ~1• ~ 1. AND WILL BE MAINTAINED UNT1L F1NAL ,SOIL STABILIZATION, ~ Ilz,s 3 ~ ~ ~1 ho ~ ~ , TYPE "E" GRATE INLET g° H DUN S5 OTHERWISE ~ ~ 1_ , 11. ALL AREAS DISTURBED BY .CONSTRUCTION S ALL RE SODDE LE , ~ d~ GRATE EL. = 35.92 11 _ ~ ' ~ IE w) - 31.71 p - I,I INDICATED. le~' Il;l I J IE.~SEINE) _ 32.55 TYPE "J" STDRM MANHDLE „ TYPE "J"-STORM MANHOLE ~ J~~'Q ~ ~~9~ 0 o i,,m -~6 , ~~y h , ~ RIM EL. = 35:04 ~~2 RIM EL. - 36.50 21 .TYPE E GRATE INLET N ~ *,6~ i + + 1E (E) - 24..7$: IE (E) _ :24.33 ~ .GRATE EL. = 36.fi8 d I ~ lE-(S~} = 24:78 6 IE (SW) = 24.33 PLANNING~DEVELOPMENTSUCS IE W =.30.00 oo , ~yo ~~s: 5~ ss' CITYOFCLEAAWATER 9?j TYPE "E" GRATE INLET' 17 ~ IE E) - 30,00 a. tie gti 1o ws~ ,r ~6 > rx a,1 , , ~ ~ 75 L ,y~/, ,6,,2 CRANE EL3i.Op5.53 TYPE "E" GRATE INLET 16 >i ~ ~ ,,,i--8 PVC , g ~~ba ,,~ti _ GRATE EL = 36.21 ~ ro _ r} ~1' wg; ~ D% 0 0 ti 6 3311 ,6 IE (S) = 30.00 ~ I ~ i IE (NE) ~ 30.00 19. d I ~ I ~ 175 LF- 1 , +5~5 o`~~y ~~6~ N I ,~,ti .J. y^9~ . 8.°.:,PV,/~,~ 34'° ,41° 223 LF - 4B" RCP t~'0.20% + ~o ,5 f._.~r._-~-_ ~~e t7 o ~ + + O C~ 0.60% l ~ CONST 1500 LF SILT FENCE 6 ~6 X03' ,u6~ a~` i 669 ~'~~9 ~ ~s ~~5 a g ~ _ ~ +5 i ,r` Q ~ , y I' ~~1' - - I I ~ TYPE "E" GRATE INLET ` ti 1h ~o p 7 - .y~ 1.Q - J _U GRATE EL. - 36.48 ~ 175 LF- i" d B ~6. ! , i g£ 12£~jO~p~ sssse _ ;~~6,~, 16~9g ~1aaa ~s ~Q 3 ( TYPE "E" GRATE INLET ~n o°~ ~ IE (W) = 29.50 ~ 1~~ j1 „ ~ , 1 a„ ~ 6~ ~ 0.507 ~6. ss 3g r ~ ~ 5 ~I ~~1h I IE (E} = 29.50: ~ og e 1 +3'® ash i 8' .f>h li ~J III I~5 HY {Y 3y~if R h~' iY~H 1i' + r8" a _ -=~4~--.°so~ GRATE EL. 36:45. 37.72::' ~ 5' TRANS FROM-~- 0~% ~ a~a ~ _2D0 LF IE S = 29.45 +~Q, 3~?s~ f~} ; . 15 RCP ®0. 0 4, IE ~E~ = 29.20 TYPE F CURB & GUTTER , ~0~1' ~ I ~ 3s + YARD GRAIN ~ , ( ? N 1 6~ ~1 e TO TYPE d CURB , i,, I~ I RESIDE T RA ~ I o ,y~• ~1 ,51 ' ~s GE=36.00 1~ p KEYPAD ,~C,~ i P y1' 1~ ~a 1E=33.60 ~a or ~ ~ 37 ~ , 7y° as.5o 37 y6~ ~ n J ~ TYPE "J" STDRM MANHOLE ~ ,3~ n ,,6~ ~ , o o RIM EL. = 34.10 1 IE SW) = 24,09 ~I': I n n a ~ ;6 ro/ YARD DRAIN s~ + 9~ ~ '~;I ' ~ TYPE 6 GRATE INLET. w/AL7, 8 BOTTOM 1~ ~ GC=36.00 3s >11~ ~~"~1 + ° ~ `41''~°~ 3~ " IE ~E} = 24.09 ~ ~1' 9'~ II I - GRATE EL. = 35,80 0 0 /12,14 • ~H IE.-33,60 \ 13° I2, I ,6'1 I, ~ k Pu Pu ~ I IE (W} _ .26:57 ~ IO,IO,IO,lO'.' 3j h~~_ o o P~ S o S 1' ~ o( IE (EXIST} - 26.601 n U ~ ' • I CONNECT TO EXIST, ~ , rr Pa~ ~ g9, 29 6„ TYPE "E" GRATE INLET 72 LF - 48" RCP. - - I, I ~.--GUEST q~, 48 CMP ~ , ~ I a .y1yp° .y Z4 Ii ti , KEY PAD 0 ~ ~ N 1 1 ~ GRATE fL. =_36.18 18 "'a ~ ~ 0,21% i 'h1 gti I 6,x,6,6,5' 6 ROf OWED DUILDIN ~ti ~6~ 37.99, bp` I ~ .I I ~ ~`5 49 i h +~',0 + t ~~5 +3y~ +~ry~ (jo +3ti~ _6 69 ' +1~~ }3~ 33~~ lye°~ ~ +''ti + 14 ~6 530 ~.F, «t g~' 0 V ~ ~ ry 9~• i o + t n 1~ 'h g i i 1~ ~ 1. 1. F`.F,E. - , 3;00 r, 'S aji ~ V ~ 31, ~ + TYPE "J" STORM MANHOLE 19 f, .,I I; I EXIST. STORM .a a ~ a~ 4' 6a, ~,.6„ g„ 11 1. 11 ~ ' I 74 LF - 18" RGP ~ 0.27%-"` : RIM EL. _ 35.35 ~ ^ p9 n ,~6 I a ~I 12 SEWER t6' I +~9 + q `~g6' ~g nv + 91 ~ be ,H ~O + + + i. ~ ~ ~ IE {NE) = 23.94(EXIST) } : I ~ .32 /T4 f~MAIN ~ 3g.5u' , I , ~1 36.68 t ) 38,y_p . I a *31 ? __o 4 a~ . _ ~ 1_. _ ~ IE {W} = 23.94 J~'~J~ 0. ~ 3j .a, ti~ 1~,~j ~ ~(o I ~ 36.82 I ra n 18° TYPE. E GRATE INLET ,I ~ ~ eJ ~a1 ~s,' ; .\u ah° ~,1~ ~ CONNECT»TO I 'i GRATE EL. = 36.48 1v1 , • 1 ^a 0 ~ ~ ,,6 ~5 , " oh w dv ~h ~ I ! 6 1 ~ ~ih ~ 9 1 a ~ ~ ~ / ~ ~ EXIST 48 CMP + ' ~T~,sy a , ~ + ~ ~~6 v 'h +,,2 / aft .ti}1~ \ 3 ~ +y1`l ;h. ,y ^ ' h y`' "ir + a IE W = .29.00 . _ , 3 d~ : ~ II i E = 2 .50 ~ ~ - Q~~ " / / ~ I EO s 1,1 p II 12" II 1 -050% ~ a 'S ' r- ~ . ll ~1. tit 'h S2 ~ 9d : ~ 3> / o I ~ I 5,ti ~1T ~ II f,, / + + ~ a I _ o _ , +y 9a~ hh ~ ~4 ~ ~fT 0~ 0 - I ~ I + I ~ ~ ~ n" Q III ~ i TYPE E GRATE INLET ~ ~ ~ ~,~e~ . ~ ~ , ~ GRATE EL, = 36.68 I ' ` ° ,r ~i ~ 21 ~o ~ nA ~ p 1 9 ti o o a ' 6 ~ - ~ TYPE "E" GRATE INLET ~ ae e I ~ 9,,a ~ / / / GRATE EL. - 35.90. 14 _ l~ ~ IE (E) = 2$:00 I o ~ ~~c1' ~3a x`52 ~ ~ I I W - o E 28, 0 O 0 , p w f 3~ • h 'h~1, 2 J O' / IE W) = 29.00 t I ~ 7 ' 'h . Z / IE ~S) = 28.5b ~ 1~~ a ~ / / IE (N) = 27.61 (EXIST) I T ~r J i III f~ I j 1h y 1~ 5~,, _ r` rn rh ~ ~ . 15 i ry li , E1 _ ~9~ + ~ 9`~ 4 I a O on ~~'l0 W ~ O o ~ II M M ~J~o ~~a ~~~ti ~~~h , ~ ? CONNECT TO .EXIST 24" RCP N nn~ C - +q ^,51 e,. I woo p1I f q H + 6, r I~ ,p Q y1 F- Q I~ © t9.t~) M 01 96 H , Ili I I b li.+ + ~ II I ~ C W II I ~ ^ti d i I J c 11 ~ ~ " ~ +36~ cc ~ ~ I ~ II ~ t~ ~ hW~ . W i!f I~„ I M W ~ W ¢vw ~ a U 31+1 +~yg +31~,~ +~ea ~o I wQw ~ ~ww ~ i . ^ ~ iA9 91~ 50~" 1~ ,h yti,,, U I ii EI + + + ~ + I ~ + J? + O LtJ , , 6 6 I +rp1 +r~4 , 1,~~1~0 ~ p~9s~s2 gyp' I I i J i A I ~g~h ~ 9~ „ I 1 I i h ~ . >~1. J 3 s 8 -PVC s 6 1 ; CL I _ I - «2~.. h e,, n n i b\ ,y~ ,1.15 ~ ¢.10.; I I~ ,~a + I'~-. ~ TYPE E GRATE INLET o ,y1 I I o O ' ~9' ~ A,~ 5° _ I GRATE EL. 36.70 , h ' YARD DRAIN YARD DRAIN ( + IE W i= 27.50 I a ~ 1' GE=37.9 i < GE=37.9 i~,;~, a ~5~i.~g ~~'6 m I 12 I O ~ ~ ~ I IE (N) - 27.50 ~ , , 82 LF-18" RCP rn r, , 1. I ~ a9 ~ ~ 0:24% I. I II yp? I ' ~ 4 TYPE ,,E" GRATE INLET. }31vti ~ ~ o I GRATE EL. _ 35.50: 1 ti I 1 o` I IE (NE) = 26.40 (CONNECT TO EXIST} CO Mi - 'F + k t + i , ~J I ~~e 1 a ~ J IE (SE) = 26.40 s~ 9a ~ , ~ LF- ` I 9 ~ 5 ~ T-, I l # ) ~ I a. v ti 8" PVG X02; ~ ~ 111 .I t ~ I 1 . i 1~ h ' ~ a _I I I O Q • e-<- ~ ?~d /I ~ +3~.~ n ^,3 .212 n ~ r- I p F - J I . . lp 3j .S3 ~ .+,.,/1 . ~ 0,15` ~ ~ . ..e - ~ ~ ~ ~ 0 F T A M1 a -35-~~Oa RCP ti~ ~ 3- 63 0_, _s1% h o.5og ~ a HAS _ 1Q ~ MISSOURI AVENUE „ n 0 AJE I TYPE "E" GRATE.INLET ~ ,19~ Qti 1.1'ti ~1. ~h ,rs,. a. - ,6g'hjti NO ;SAN; ti ~ 6'~ o ~ I GRATE' EL. = 36.69 ~ * 1, ~ r`' . ~ ? N 6 I IE SE) = 26,60 r rn IE NW} - 6:80 - -1 ,y1 ti 1, (n ~.ti I IE ~NW) = 26.60 rf~. r _ I 1 W I ^ ~e dVER STORM: ~ ,y 1~ \ E S) 6,80 I 1, ~ ~ 1 J ~ J aE (W) ~ ~,so ~ ~ a. ~ ~t ~ ~ ~ n ~ a, '~;1 ~ , a I r. ' (j DESIGNED THE SIGNATURE OF.THEOUALITY ~ PAEPAREU.FOR; ~ d SHEET gE.SCRIpTI6N: . :SCRIpTI6N: ; , ~ / ~ ' CONTROL' OFFICER IN iHiS SPACE , JNB 1NDICATES.THATALL REQUIRED t~,~ L~~ItNGTQN FLU AT RENAISSANCE SQUARE g~a=1~' "r`{`~ f f1! ® ~1f~A~_l~fhlfl~ ®I° Ill CI FdR1N®TPR PN®~'P I P:~RT'~f~'R_ l T'~_ unH.r. PERMITS HAVE BEEN OBTAINED • • ` ° • , • • • ° °.S. r.v. n rv, ~ EC AANTU7HORIf THAT TO 0 COMMENCE. CONSTRUCTION ONCeE. IS ENGINEERS, 'ENVIRONMENTALISTS SURVEYORS 8 PLANNERS' 1551 SANDSPUR ROAD Cr_ CHECKED MAITLAND, FLORIDA 32751 A\ING, GRADING AND S IM 2639 McCormick Qr. Clearwoier FL, 33759 RH Tel' (727) 724-6422 - Fax (727)724-E1606 PHONE. (407) 741-6500 rn O.c. 1 3-22-99 REVISED BUILDING LOCATION RN narE, DRAINAGE PLAN a~ EM . NO. DATE REVISIONS aPYO 12129198 or rl ~ i ~ o I " ~ - - - c 4'-~C1 ~AS'(EXI,T)'; 8 SAN ' C i GAS'(EXI,T) a'~`` / of ~ TANDARD~SEPAR14TI0~ STA7EN~E~T F R:INATERISE~~R G®NFLICTS EFFO _D5 STREET y REENW04 ~EE~woolo av~~u~ ~ EXISTING GTE BOX; SAN 8" SAN _ WHERE: SAR~1TARY SEWERS, FORCE MAINS AND STORM SEWERS. MUST, CROSS A .WATER: MAIN WITN LESS THAN f8 i INCHES VERTICAL` DISTANCE, BATH 'THE SEWER AND THE WATER MAIN SHALL. BE CONSTRUCTED nF CLASS 54 DUCTILE ; ; , ~ PAVEMENT' ' IRON'piPE Dlp)''AT THE CROSSING.. (DIP )S NOT REQUIRED` FOR STORM SEWERS IF ff IS NOT AVAILAQLE iN' THE SIDE ,REPLACEMENT ' i, "PROPQSED, SUFFICIENT LENGTHS OF DIP MUST BE USED TO PRQVIDE'A MINIMUM-SEPARATION OF 0 FEET ~ „~__._,_.__~__tiw oi'~...__._ _ _ - ~~HOSI r. ' HOSE`BIBB BETWEEN ANY TW0 JOINTS.' ALL JOINTS `ON THE WATER MAIN WITHIN;2O FEET OF THE"CRQSSING MUST BE LEAK FREE e o1e-~ W I VVr BFPO 8"x10" TAPPING VALVE 0 20 40 80 `AND MECHANICALLY`RESTRAINED:" AMINIMUM VERTICAL CLEARANCE OF 6 INCWE5 MUST BE MAINTAINED AT THE I~ ~ ' P C OSS NG, I it s I i I A 6' w f ' Sq IN OGN ON Of CLEARWATER, PAID ~ ADJ MH RIM TO RELQCATE E WHERE THERE IS' NO ALTERNATIVE, TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE CRITERIA FOR MINIMUM I ; FH 20 f TH f .FOR BY .DEVELOPER): SEPARATIQN OF 18 `INCHES BETWEEN iINE5-AND 10 FEET BETWEEN JOINTS SHALL BE REgUIRED, I I- -MATCH PROP _ ~ PAIPT (EL 43.55) RESTRAINED TO CITY 6' w f ~ ` STANDARDS BY ~ , = PROPOSED STORM SEWER x~ P,~ ONTRACTOR. ; ALL CROSSINGS. `:SHALL BE ARRANGED. S0 THAT THE .SEWER. PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE i I' 101 EQUIDISTANT FROM THE` POINT 'OF CR05SING' (PIPES CENTERED ON THE CROSSING). d 10 LF -8" PVC WL ~{S)~ EXISTING SANITARY SEWER & MANHOLE _ . 'i ~.~I 90' ' ..BEND IN 'CASES. WHERE IT IS NOT POSSIBLE TQ MAINTAIN 10-FOOT-HORIZONTAL SEPARATION;. THE WATER MAIN MUST BE I _ p ~ 115LF34;PE LAID IN A' SEPARATE`TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED bN ONE SIDE OF THE .SEWER. OR PORCE 7 _ / MAIN"AT SUCH AN ELEVATION THAT THE BOTTOM OF THE'WATER MAIN IS AT LEAST 1B INCHES ABOVE THE TOP OF THE ' l - z ~ ~ 45 2" B.V. 40 'tF 10" CAP ~ =PROPOSED; SANITARY SEWER & MANHOLE .SEWER. ~IIj D ; 40 LF - 8: PVC WL--' 88C ~ ~ r. END Sq =PROPOSED SANITARY MANHOLE NUMBER ALL DIP'SHALT, BE CLASS 54 OR HIGHER,. ADEQUATE PROTECTNE MEASURES AGAINST CORROSION. SHALL BE USED, ~ ' I iv " i ~ r 55 LF B<' PVC WL , I, ' „ I g SEE CROSSING e. ;fie,. - _ _ " G.V. 8" G~ , ~ _ EXISTING FIRE HYDRANT ASSEMBLY B PVC WATER DETAIL A" .:...BOTTOM OF LE.- 33.87.. I ~ ` ~.1 ° _ ~ ) _ , =EXISTING WATER LINE 8c VALVE I'~ I ~ ~ ~~~FHA`~ I: hI 92 LF . E1.~37.3 _ CLq < ` 155 LF > ; ~ 1.3 ' 1 1 8" PVC WL q:r • t55 1:~ 2 _ "'POIN 7 1, ; 8 PV f 8" PVC WL 15.8„ ti: 45 ~w ~ ~ = PROP05ED WATER LINE & VALVE :.:.SEE CROSSING ~ ~ a,a ; t BEND ~ .SEE CF ~;4mw W BELL = 32.51 ~I: DETAIL I I a U, W CROWN - 32.26 ~ ~ 'S DETAIL pB"- . I >Q5 0~ 5 - III ~ ~W ~ = PROPOSED FlRE HYDRANT ASSEMBLY ' l LE.-30.26 , I li , m; ~a: a h~, ~ ~ ° c~ ;,4 ti I ~ PROPOSED WATER SERVICE WITH .BACK--FLOW - 24 .RCP y I ~ <; ~ ; ~ ~r . i " ` ~ ~ ~ PREVENTER AND 2" METER ASSEMBLY ~ i ~ ~ a W ~ ~ ~ f w~ ~I ~ Q a a a ~ coo G ®~r ~ ~ ~ ~ . ~ ~ ~t ~ t~ N.T.S. i d R r N N I ^ 0 a , ~ N V ~ ~ 'I ~ ~'N I r ~ . ~ '1 i 1 M J ~ D ~ ; •~W~ W N I N 8" PVG SEWER I. _ _ _BOTTOM OF LE.= 30.85 ~ a ~ ~ JU~J 0 ~ 1999 d: ~ _ , - PIPE 30.81 < A ~ . ~ ~ 4 , _ a ~ ~ o- ~ , a I,E. - 31.55. I ~ a, I V .,r "'4 b , ~ " PIANNING ~ DEVELOPMEfyT SVGS ~ , ~ r ' 8 G.V. CITYOF CLEARWATER BELL - 31.34 „ I ~ a ~ 18"'RCP 15.2 ~ ~ ~ ~ e...~ ~ € 'i ~'~e..~' = ~ 8" G~V.~, a, 45 1.69' BELL = 29.54 ~ ~ , ak 8".PVC WL BEND " 8 1 'a ~'HA 20,3,> ~ . _ CROWN - 29.25 1 N . ' i, ` , ~ ~ ;;REDUCER ~ EL=36 9 i ~ /1 R s , TOP = X9.65 I ' ~ p e ~ „"s°"' ~,,,,,wa .T "'yy++ _ `"°t.'1R-..k5~4~ t~i4=='9"+"~ ~",ryv!^'3 "~CSB'"£,~.~T`"~"'~5.. Y"X"rt~i _ ` G'. ~ - ~ i ~ ~ nn ' ~ L~l. d ' p- ~ ~ BEND: „ GV 182 LF 8 PVC v~ d ~ 13 LF , 8" PVC WATER LE.=26.75 ~ . 4.< a ' ter. ` ` ~ 4". PVC FI:`' ~ SIA~SE ~ e x LE. 28.98 n I" 30 RCP ,f ~l ~ 45 46 LF" CONNECTION I 45. ` ~ BEND 4" PVC FL - CRO~'SING DETAq~ ~ BEND CR® DETA~ C~ ~ . ~ ~ .;4" ~BACKFI,bW n~-~~ _ - o , I ~ ; ~'y N.T.S. N.T.S. I ~ 8 LF 8" ~ k s ~ :4 ~ _ ''6 ~PR VENTOR.DEUICE ~ q _ - " ~ k EXISTING 'B~W.L. ~ , ~ ~ PVC WL ' . ~ ( ~ 1TYa:if?AIl~:..., ~ ~ 107 LF (TO BE REMOVED) ,;BY~OEVELOPER 8 PVC WL TB 0 " " 4 / 5' 1 8 G.V.. BE p ~ SAMPLE _ POINT ~ z FH 4" PVC, FL ^ ~ ~ 45' r ~ ~ L=38.3 ~ I ` 5 LF 4" { r r ~ BEND , VC FL ~ 2; 51AME5E , CONNECTION e" rr 42 LF--- , ~a~~o~~a euiLOwG . to ~ 8" PVC WL a 68 LF 4 ~ 1 ~ ~ 85 LF . , 4 GV t` PVC FL' # .A.,a.- ~ ~ IE-33.tl0 ~ L 8" PVC, . 8 G V . , ~ F ; BACKFLOW LATERAL LATERAL SANITARY MANHOLE m / 0' pREVENT(~R: DEVICE ` , , - r Ef2.00~5';; . . 0~ I ~1z~3 . Q T ~ a TB S PL 'POINT BY. CITY,';PAll7. SANITARY DER ~ ~ ; s Pvc eY b,EVELOPER - , , IEm32:30°' a i SAMPLE POINT s, i o PVC PIPE 4' & ABOVE : -1 - - - - ~ '"I { ) l I d ND ' PVC PIPE (5DR35):POLYVINYL CHLORIDE SEWER PIPE SHALL CONFORM TO ASTM D-3034. Q" Q ~ ~ ~ CONNECT TO EXIST MH J u SDR35 D-1784' PVC COMPOUNb , LATEST REVI510N, OR AS OTHERWISE .SPECIFIED. ALL PVC ~ ~ ~ ~ .SEWER PIPE SHALL BE CONSPICUOUSLY,LABELED WITH THE MANUFACTURER S NAME, ' , ' EXIST 30,29(NW CONNECT TOkEXIST NAMINAL PIPE SIZE, APPLICABLE MATERIAL CQDE OR PVC CELL CLASSIFICATION, ~ ' 8 W,L. W 8 X 8" ~ ~ ~ ` ~ ~ : ~ / ~ STANDARD DIMENSION RATIO NUMBER; PRODUCT TYPE, STANDARp SPECIFICATION ~ 1 ( TAPPING ALVE AND ~ y:~ e / D~SIC~NATION, PRODUCTIONS RECORD CODE AND NSP .CERTIFICATION .SEAL AND WILL BE SLEEVE I ~ e . COLOR CODED GREEN, < PIPE- NhLC BE 13-FEET LAYING LENGTH. APPROVED PRODUCTS: ~ ' / / ~ J-~ R H& I N ~ I M/BLUE B UTE; W, E,T. ° CERTAI EED (W/INTEGRAL .BELL}, AQUA-TITS, NORTHSTAR, y ~ ° a ~ o , CAN-TEX, VULCAN, DAMS.. DAVTITE, ~ ~ g O \ r DUCTILE IRON PIPE: ~ `..I w ` ~ ~ a , . z . ~ ~ DUCTILE IRON PIPE,;CLASS 54: ALL DUCTILE .IRON PIPE SHALL. HAVE A MINIMUM TENSILE ' ~ m ~ I- m p " ~ ~ n l STRENGTH QF 60,000 PSI, A MINIMUM YIELD STRENGTH OF 42,000 PSI, AND A MINIMUM ~ xo ELONGATION OF 10~ AS SPECIFIED BY THE'LATEST ANSI A--2i.5i, THICKNESS SHALL BE A _ ~ ~ u, ~ _ . , ° ~i \ ~ a.. MINIMUM 0~' CLASS ' 52 AS DEFINED BY ANSI A-2150. ALL. PIPE SHALL BE COATED QUTSIOE ~ C _ ; L ~ . WITH LOA(: TAR' PITCH. THE INSIDE SHALL BE DOUBLE CEMENT LINED AND BITUMINOUS - ~ I I. SAMPLE POINT ~ fY ~ / k COATED'FOR SIZES UP TO AND INCLUDING 1O' IN DIAMETER. FOR-ALL,PIPE 12' DIAMETER ~ ` 1~ , " ~FxISrING~" W.L~ ~ CONNECT TO EXIST. 8" W,L AND LAaOER, THE INSIDE PIPE WALLS'SHALL BE POLYETHYLENE LINED WITH THE LINING ' ° ~ , H a ~ '"n,,,.d": (TO BE REMOVED} ~ ~ SLEEVEX 8" TAPPING VALVE AND ` H' N INI I , AUI G A, M MUM 20 MIL THIOKNESS. <THE LINING 'SHALL CONFORM TO ASTM C-~18 ~ ' ' `°r~ ` I q AND D-1248 SPECIFICATION. APPROVED PRODUCTS: CLOW "AMERICAN CAST ~ d,. ~ ~`q , , ; , a ~ B" X 8" TAPPING VALVE ' IRON=F'ASTITE, U5;PIPE & FOUNDRY,' McWANE-TYTON, ORIFFlN:' I I n ` ~ • . s ' EL= 8.3 6" GV ' AND SLEEVE / ~ 1 (FLUSW- RU TYPE) ~ I WATER QISTRI®UT14N EXi TANG 8~~ w.L a p NJECTION ~ {TO BE REMOVED} ° „ ~ in V I a ~ 2 P C P PE; (SDR21);2 PVC PIPE SHALL BE MADE FROM CLEAN, NEW NSF APPROVED I , w POINT I a LI I L.' ' ro TYPE: I, ,GRADE 1, PVC CQNFQRMING TO ASTM SPECIFICATIONS' 01784 AND' D2241 OR ~ ~ m 6" .PVC ~ e LATEST: REVISIONS- THEREOF; AND BE SUITABLE FOR USE'AT'MAXIMUM HYDROSTATIC I ~ , ~ + ~ WORKING PRESSUkES OF 2OOPSI AT23DEGREES~ C 73,4, DEGREES F) PIPE SHALL BE .FURNISHED 1N STANDARD 20 LENGTHS WITH' JOINTS :BEING OF THE PUSH-ON INTERGRAL ~ ~ Y, m, j BELL TYPE SUPPLIED WIT1i GASKETS INSTALLED. PIPE SHALL BE MARKED WITH THE NSF / ~ ' MARK INDICATING-.ITS APPROVAL FOR POTABLE. WATER. ALL PIPE SHALL BE .CLEAN AND ~ ~ ENDS SHALL BE' TARPED`,DURING SHIPMENT., APPROVED PRODUCT: J-M CERTAINEED ~ ~ ~ ..:WITH INTEGRAL BELL, HEP, H&W. II I ' 4 b~ I I ' II ~ ~ r a. I ~ 'q rF; ~ti A ~ I ~ PVC PIPE 4 dt ABOVE : ~ ~ , rn PVC` PIPE (C900): PVG PIPE' (4' AND LARGER} SHALL BE IN ACCORDANCE WITH AWWA I we I , C900, WITH. PUSH=ON'1NTEGRAL-BELL JOINTS AND SUPPLIED IN STANDARq 20' LENGTHS, (EXIST) ~ . ~ ; ~ ~ NO SOLVENT~CEMENT PIPE:: OR FITTINGS' WILL BE ACCEPTED. ALL 4' PIPE SHALL BE < a. I I 8° PVC ; PRESSURE CLASS 150 WITH A DR OF 18. PVC PIPE 6 AND ABOVE SHALL BE PRESSURE c~ ~ ~ ; _ r~ - ' CLASS .:150 N1TH DR OF i8. PIPE SHALL BE MARKED AS.DETAILED IN AWWA C900 ANb BE I FURNISHED WITH AN AFfiDAVtT THAT IT COMPLIES WITH THE REQUIREMENTS OF AWWA C900. ALL''PIPL'FURNISHED UNDER THIS SPECIFTCATIQN WILL E CO OR CODED LUE. 1 _ I s ~ I 1, SAMPLE POINTS-0R HYDRANT LEGS ARE LOCATED UPSTREAM OF HYDRANT I AND NOT COLLECTED FROM THE .ACTUAL HYDRANTS, TYPICAL THROUGHOUT, $ L B ~ I ~ ALL PIPE SHALL BE CLEAN AND ENDS SHALL BE TARPE9 DURING SHIPMENT, APPROVED . 4 I 2: HYDRANT LEGS IN .EXCESS OF 10 L;F, IN LENGTH REQUIRE BOTH A ' PRODUCT: _ J-M/BLUE BRUTE, H 8c W, E,7.1, CERTAINEED {W/INTEGRAL'BELL), AQUA-IITE, ~ NORTHSTAR,' CAN-7EX,.. VULCAN, DAMS DAVTiTE, , " MAINLINE. CONNECTION VALVE AS WELL AS A HYDRANT CONTROL VALVE. ~ I ~ _ _ _ I _ 3, ,EXISTING WATER LINES TO BE RESTRAINED TO CITY OF' CLEARWATER QUCTILE "IRON PIPE: a _ ~ , : 'ppery~-- 1~(a _ i I STANDARDS BY CONTRACTOR, rs, _~I DUCTILE,IRON PUSH..-ON .PIPE, CLASS 54:-DUCTILE IRON PUSH-~ON PIPE SHALL BE ( 'T``"`" a THICKNESS C ASS 54''AND SHALL CONFORM TO AWWA 151- 6 AN WWA 11- R ~ „ I. C 7 D A C1 79, 0 6 GV ~ I~, c~-~'°~ '~y' _ _ in LATEST REVISION THEREOF: PIPE SNALG BE fURNISHED IN-NORMAL 18 LAYING LENGTHS LMTH ALL JOINT MATERIAL INCLUDING' GASKETS''AND LUBRICANTS:. PIPE. SHALL BE ~ ~ ` ~ n Q ~ ~ u" , . of _ r ~ - ~ ` ,1. LINED WITH A'STANDARD'THICKNESS CEMENT LINING AND SHALL CONFORM` TO AWWA -w _ rn °i --1 \ ~ SANITARY I c ~ I 1 8,, P~, C104-80 APPROVED PRODUCTS: CLOW, AMERICAN -CAST IRON-FASTITE US PIPE FOUNDRY, ~ ~ ~ .FHA I , ~ McWANE-T'YiON, GRIFFIN, \ _ {,r=XIST) • ~ ' SEE CROSSING I ~ ` ~ , } ti ' ~ ~ ~ EL-37.7 , :.DETAIL."C" I ; ,Y~, ~ F~EPAI~ED FOR. P ~ p I (n GEGIGNEff THE SIGNATURE OF THE 4VAUTY SNFFT DFSGRIRTf(1N. ~'scRir~~e~nN. c~ JHB CONMOL OFfHCR IN THIS SPA E (.:J INDICATES THAT ALL REOU{RED 1 A R A'/y~9 LTD. LEXIM CLEARWATER PNAS ! p~~rq r DRAWN PERMITS HAVE BEEN OBTAINED 1 6 1 6 R 4a E 0RIDA LEXINGTON CLUB AT RENAISSANCE SQUARE 998-15 INC. W BC.I. AND THAT CONSTRUCTION 1S SURVEYORS 8PLANNERS 1551 SANDSPUR ROAD F .D. 8 M Cj- : ENGINEERS ENVIRONMENTALISTS, CHECKED AUTHaR12EUTDCOMMENCE. MAITLAND, FLORIDA 32751 U71UTY PLAN SHT. 6 2639. McCormick Dr. Cleorwaler FL, 33759 r - 06 RH Tel (727) 72149422 Paz: (727)724-©6 PH6NE= (407 `741-8500 co 2 5/13/99 REVISED PER HEALTH DEPT, COMMENTS m 1' 3-22-99 REVISED BUILDING LOCATION RH DATE EM a NO. DATE REVISIONS ADPYD'. 12191911 OF. . - - - - 4'-4,• p w Of Grote - i IN ~ 1' ' ~ e1 2q. 3'-D° 24 I 'Pick Hole ;o o 1-1/4', o r HALE SECTION R bJ ~ ~L ~ ~ a ~ ~ ~ VI L) 0 q 0 q S' T q R M U xl PLAN v ~ cu 3~,4,~ o a ?C]C1C7Clp „ z f7 L~~ ~ S E W E R q Non Skid 22=3 Im x ~ c 0 ~ r f tU 2 2" ~ ~ a 3n 4'-4° 3n Re ulred Pattern q Cl L7 ? ~ C7 L ~ 5- Required ' Cl~~ m ~ 54 2q 3'-D" Z4 4 rr ~ ~ ~ L ~~1.~' Machinec ~ Grate Machined Surface T , ~ ~ ~ _h 2" CL ~ Eye Bolts ~ ~'Il7 ~~~:1D COVER S4L1D CC I SOL1D COVER SECTION see index 2D, U MInIr7uM Weigh Mlnlr7urn Weight 128 lbs. MI~1 ~ ~ N C~ ~ m ~4 Bars ®12" Gtrs. =R aETAL x 3'_4^ ~~IN~ SECTION k.T,S swI "1 _j,_ D Viz„ -~1 ~ ,2„ Recommended Maximum. Pipe Size; JI IAI ~ Q ~~n~ 3'-D" Wall-24° Pipe IJ~Y (d v7 Approx. Weight 465 t.bs. 4'-6" Watl-42" Pipe PLANNING & DEVELOPMENTSUCS CIT(OF CLEARNIATER . TYPE CAST ~ GATE TYPE GATE TAL PER fDOT IN6Ek X132 PER FNOT It>~E% X232 N.tS N•T.S: ~ TYAe A Or B Riser Or B Riser 4' Type A Or B Riser Concrete Or 2 Addittona! Bars A ~ ~ - Bars A Short ,Way 8" Brick. See - Note 3. p 5"0. C. (See Section,B-Bf 2- #5 Noop Bars ~ ~ 2' Dta: (2 Lop Splices Perm)#ed1 ~ 2' Mln, ~ ~ # 5 Hoop Bar 8 , Perpendicular Bars A - 8 ~ a 2'-8" Mox. Tongue & Groovy ~ ~ 2' Min. N N (Sea Seciion A-A) #4 Hoop Bar S'-~~ ~ Jolnl To Match 2'-8" ox. Tongue & Groove 3'-G' Or 4' Dla. A A ,3 , t 2 Additional Bars B IQ , 6. ~ A 5 Sfax: O. C, Eactr , -~+--12" ~ Riser Joint To Match Riser ~ ~ .6 0~ - Side Of Opening 3'-6" or 4' Dio. ~ Riser ' 6R1CK OR CONCRETE ~ i ~ Riser 3'•6" Or 4' D/a, 2 7s Each WaY ~ , ~`--RAference Axis Placed On Top Of h TYPE ~ 2 Additional Bars A PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE >uANHp~~S Sars A And B At 45° ~ 5~~ 0. G Parallel bars B (See Section A-AJ Bors B Long Woy fSee Section 8-81 TOP SLAB REINFORCING STEEL D(AG'RAM TOP SLAB REINFORCIN d1 a6 RE1NFgRCING-STEEL DIAGRAM . n ~ 0 h ~ a> 4 l~l ~ ~ 4 m 0. ^ O U • ~ W C r L ~ ~ O'er ~ W q cn c ~ ~ 4 ra 12" BW ' c ~ 3 -fi (Typ,l ~4p12"BV! o y ~ (Narizontal 8ors L a c k ~ ~ a ars A 3'-6" „Continuous Around v°- a (Horizontal Bdrs , n , o y Type. C 3'-1" ~ Type C 2'-0" :Continuous Around ~L ~ x Type,D 4'-1" ~ "Type D 3'-1" ro° ~ ~ Or 6 Corners For ~ ~ a c 4 Ratan utar Rlsersl m° - ~ 4 Bars A g o p -Bars 8 Bars A „Corners For y.y a m° Type E Q'-6" .Type E 3'-O" s B 6 Rectangular Risers) U c ~ 0 8., B., ~ 8.. " ~ ~ 2-Extra #4'S a o a ~ ~ - Earh Slde And ~ ~ ti~ 8 j o c'` 8 Bors B Abave Opening E E ~ ^ m o 0 0 r Verflcal Woll Rolnforcing a'' P ~ (See Tdblel ~ o ~ a ~ Y 0 0 ~ o 0 0 ~a 0 p r .o a, Eaah VJoy ~ o a xtla Reinfdro xtra Rainforcing Horizontal Wall Reinforcing o g ~ ~ o ~ v m o ~ Af Opening a, ` ~ ~ ~ ~ (See Note1 (See Note) B ' ~ ~ i m ~ 8 ~ o~ I ~ ~ III Af Opening (See Table) o n ~ ro ~ 8" 6'-d' 8" ~ 8" 3'-6" " o~ B ~ = Unless Otherwise ro Unless Ofherwlse ~ Bars A Bars B ~ Bars A Shown On Plans ~ Shown On Pions ~ a: ~v s A Bars B a U o ALTERNATE A ,U ti , ALTERNATE ' ALTERNATE 8 SECTION A-A ~ ~ SECTION B-. a~ ~ SECTION B-B ~ NOTE; Alf. B Structure Bottom Only. See index No. 200 o ~ NOTE: When fhe inside Blame}er of a round structure is o ~ NOTE: Provide extra relrifot ` not more than 1'-6" larger than. the opening ln' ~ at 3" maximum spaclrn ,vide extra reinforcing each side of each opening -STRUCTURE BOTTOM FOR INLETS TYPE C, D & E 3" maximum spacing 'equal to half the area of vertical the riser or fop slab, the top of the' fracture reinforcmenf removed nfarcmenf removed by the opening and provide the . or riser shall be canstructed according to fhe saroo area of ref~for ie areq of releforemenf,abave each opening at 3" "Special Top Stab" Befalls on This sheet,; maximum spacing as r rlmum spacing as removed by the opening. c r. ' GENERAL NOTES c c, ' ^ : u 1. Standard structure bottoms 4 -0' diameter and .smaller fAlt. Al and 3 -6 6, Structure bottoms may be used ns.moy be used In conjuhctlon with curb inlet I0, `The corner fillets shown are necessary for rectongular structures used wffh clrculdr ~ squdre (AIt..BI are'deslgnated Type P. Larger standard structure bo}toms tops' Types 1 2, 3, 4, 5, 6, 9 3, 4, 5, 6, 9, and 70, and ony manhole or Junction box unless risers and inlet throats and used on skew with rectangular risers, Inlet and Inlet are designated Type J. Risers' are' permitted for a!! structures. dtherw)se shown In fhe plans l ~ In the plans or "other standard drawings. Alt. B structure throats. ' Fillets will be required in' ieu of the bottom slab of the Alt, 8 riser when used ~7 boitoms may be used In conJun, ° 2. Walls of circular structures (Alternate Al constructed in' lace ma be any ditch bottom inlet unless a used In conJuncllon with curb' Inlet Types 7` & 8, or with the Alt. A box. Each fillet shall~be relnfarced w)th 2~ 5 bars. t inlet unless otherwise shown n the; plans or other standard ~ P y drawls s. of non-reinforced concrete or brick or reinforced concrete.'. Precast dnd ~ o reotangular structures lAteernate B1 shall be constructed of relnfnraed 11. inlet throats, .riser or rnanhole .fops shah be secured to structures as shown on concrete only. 7. Reatan ular structures ma b~ 9 Y index No. 201. ruptures may be rotated as directed by the Engineer in order o to faalllf to n t 3. _ Wal! thickness and reinforcement dre for either reinforced cast-in-place a co sec ions betty ~nnections between the strUCfure walls and storm sewer'pipes. or precast concrete units except that recast circular utllts ma be furn)shed 12, Structures with depths over 14' are to be checked for floatation by .designer of y.. with walls !n accordance with either A.S.T.M. C-478 fup to 96 diameterl Ex e c pt when ACl hooks are s project drainage, ~Cl hooks are speciflcdlly required, .embedment hooks In the or A.5.T.M. C-76, Class III', B Wal/, modlffed where fhe elll t1oa1 steel ~ e P 9 top and bottom slabs m~ be'I area Is planed )n fhe centerone-third of fhe wall slabs m~ be replaced with straight embedments or peripheral I3. Units larger than specified tandard may be substituted at the contractor's option - relnforcemeht In dccordance `i !n accordance with the relnforcetnent detail shown under when these unffs will not cause or lnarease the severity of utility conflicts. Such ' 'Rebdr Stral ht End'Embedmel ro ~ 4. Top and floor slob tMekness and relnfarcement are far recast and cast m g P Standard Nooks For Td And t Eno Embedmeht Or Peripheral Relnforcernent In Ueu of AC! larger units sill be furnished at'ho additional cost to the Departmenf, Larger > For Top And BoNam Slobs', Index Na 201, Sheet 3 of 6 " Alternate A units cannot replace Alternate 9 units wlfhout approvdl of the plane construction. Top and floor slabs shalt be of Class lI P r - concrete. Concrete as s eclfled 1n A:S,T.M. C•4lB (4000 s11 ma be Engineer, >Thls note applies to this Ihdex only... P P Y ' used In lieu of Class S and Class If cdndrete fn precast items' mdnufactured ~ 1 In plants which are under the 'Standord 0 eratln Pracedures' for fhe 9, A!1 sfeeJ bars'shdl! have 1~ , zs p g stee!_fn rectangular'structure shall have 1~"rninimam cover unless otherwise shown, Horizontal ~gular structures shall be lapped o minimum of 24 bar diameters 14. For, manhole and Junction box #ops, for frames. dnd covers, ond, for supplementary inspectldn of precast dratridge products. of corners, ' details see `index No. 20L gi ~ R l ~ ~ 5. A!! reinforcement shall be A'.S.T.,It.'A615 Grdde 60 or 65 K I w 1 d !r S ede w e_ ~ fabric, either smooth or deformed . m ~ s~ z a STRUCTUF~ EOTT~9 DETA~.. ~ ~ , ~ ; . •r, THE SIGNA7UA tn.. DESIGNED _ E OF THE QUALITY _ .PREPARED FOR: ' ~ ~ " , , ; SCI'?IPTIQN: aoa t+o. ~ CONiRQI. OFFICER 7N TN15.5PACE ~HFET UFSGI,INTIQN: JHB INDICATES THAT AIL.REDUIRED DRAWN PERMITS. HAVE BEEN OBTAINED L EXI M E E PARTNERS LTae WAN" 15 1 LEXINGTON ,CLUB AT RENAISSANCE SQUARE 9sa-~ F ,B. B PG, AND 'THAT', CLEARWAT R PHAS 1 UJ CONSTRUCTION IS - ~ ' ; Q Ecr IF # 1 ENGINEERS, ENVIR0IVMENTALISTS ` SURVEYORS 8 PLANNERS 1551 SANDSPUR ROAD CHECKED AUTHORIZED TO COMMENCE. s.{T, MAITLAND, FLORIDA 32751 I 2639 McCormick Dr , C(eprwatel' FL, 33759 MR WATER DRAINAGE DETAI LS r RH Tel: 1727) 724-8422 fax:; (727)724-8606 PHONE, 407 741-8500 ~ 4.C. 1 3-22-99 REVISED SHEET NUMBER RH oATE. EM V EL DATE ACVI$lON3 ABYb` 12/29198 OF STOP LE55`CHECK -MUELLER N14350 WITH LOCK WING AND NOTES:' z n COMPRESSION INLET OR APPROVED EQUAL _ 1. WATER MAINS TO BE MIN:'30 BELOW GRADE Q ADJUSTAS~E ~ 2. SERVICE NINE TO BE MIN. 1 2 AND MAX: 18 BELOW GRADE...: THREADED CORPORATION STOP VALVE BOX ~ AQE. MUELLER H15008 ~ O -0R APPROVED EQUAL 2" BALL VALVE , TAP AT 45' ANGLE C( ? o' ~ ( ) ~ E ~ 3 WHEN VALVE OCCURS-IN ROADWAY ' o a H05E BIBB---"' SET BASE ON 10-COMMON BRICf(. U o SADDLE REQUIRED ON ~ , THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS; , 4'~ P.V.C: ONLY O N w, _ 3~4" GALVANIZED 1. RENO -INLET AND OUTLET ` WATER SERVICE TUBING ~ r t1 w;...;~, >i,y y~ ' 2 TEE OUTLET BRANCH 2" GALVANIZED 3. OFFSETS - INLET.AND OUTLET ' DRISCOPIPE 5100 OR ENDO7 YARDLEY w ~ti'" ~•~K• SADQLE SHALL HAVE DOUBL X, / BLUE JET, SDR 9, '3408 POLYETHYLENE ~ ~ „ STAINLESS 57EEL STRAPS 4, CAPS 5. PLUGS is MIN. „ ' 12 -iB WITH EPOXY COATED 30 MIN. 12"-iB" 6. LAST TWO(2) JOINTS ON A DEAD END RUN (MIN. 36') dIN. 2" CORPORATION'°'\ 7, LAST T1U0(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36') DUCTILE IRON:BODY. WATER MAIN z" Pr.. WATER `MAIN THREADED L MEGALUG RESTRAINER (TYP.) I TAPPING SADDLE ff MECH. JOI CURB STOP CORPORATON STOP NT VAL (TYP.} (TYP,) ,WATER MALI WATER MAIN RESTRAINING JOINT ®RAT IQ TAP N.T,S. EBBA 1500 SERIES (TYP. C LVALVE SETTING , CROSS- A SECT~N TER MAIN SERVICE 1 Gib" ~I,,,yYYO~ p~q L R MINIMUM LENGTH TO 8E AND ~ RESTRAINED ON EACH SIDE OF FlTTiNG (FT.) N,T,S. S TYPICAL SECTI®N SAfd~LE TAP N.T.S. N.T.S. NOM. El80WS (DEG.) ~ NO1E: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE PIPE VALVE BY USE OF EBBA IRON'MEGALUG RESTRAINERS. THRUST RESTRAINT SITE 11.25 22.50 45 g0 TEES BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 4 3 5 8 12 g RESTRAINERS. 6 4 6 10 15 1 8 4 7 13 20 14 o 0 0 0 10 5 9 15 25 t6 12 6 10 17 29 21 PICK HOLE `D 1-1/4" raP ViEt'd 5/a MIN. 4 REQUIRED APPROVED BACKFLOW p FORD METER FLANGE PREVENTION DEVICE FLANGED ( ) R N~ PVC RESTRA~lT JUN Q ~ ~99~ FORD AN ~ ~ ~ A A ('LE ppp w to VALVE(FLANGED) FLOW » A N I T A R V e V ?ppp? ~ ~ N.T.S: 0 G 9 E W E R? NON SKID. 9 5/a" . PLANNING & DEVBLaPMENT SVCSS RING -HALF PLAN PATTERN REQUIRED p ppp p CITYQFCLEARVJATER BRASS NIPPLE N REQUIRED METER o ?p ~ ~E1 CLEANOUT PLUG. .,m/-~ (FLANGED) 36" s w z w \ 23" a o ~ n 10 5/8` ~ v> a o ! 2i" SOLID COVER THREADED CORPORATION STOP MUELLER H15D08 CURB STOP „ ur ~ MACHINED SURFA ~ 9 7 B' ' 12 ~ OR APPROVED EQUAL ~ MUELLER H14350 WITH LOCK WING AND CONCRETE PAD 4" (TAP AT 45' ANGLE) COMPRESSION INLET OR APPROVED EQUAL MCV m Q; I~ THICK X 1'-6",SQ. ~ 22-3/4" o R NOTE: ` ~ ~ DENC£ MUST 9E INSTAIlED LEVEL, ~ • n 6" OR 8"-,1/S BEND-~- SADDLE IF REQUIRED SEE .NOTE 5 r~ RING -SECTION MACHWED SURFACE ~ APPROVED ftP. DEVICES ~ APPROVED D0U6LE-f~IECK VALVES WATER SERVICE .TUBING PLUG SADDLE SHALL HAVE DOUBLE ,X,~ DRISCOPIPE .5100 OR ENDOT/YARDLEY FIERY-8EEC4 MODEL FRP II NERSEY-BEECp AdODEI FDC MINIMUM WEIGHT 7" 232 LBS. SOLID COVER SECTION 6" WATTS N00EL 9OA OR 009 WATTS A10DEL 709 OR D07 9" 278 LBS. {SEE NOTE) STAINLESS STEEL STRAPS ~ BLUE JET, SDR 9, 3406 POLYETHYLENE. CONNRACO 402D4 C~dBRACO 4M00 MINIMUM WEIGHT 128 LBS. WITH EPOXY COATED . DUCTILE IRON BODY. NOTES 11 t r i. WHERE ROADWAY BASE IS s" OR THICKER USE 9" RING, WATER MAIN • A0. OTHER CASES 7" RING IS PERMISSIBLE. SEWER LATERAL:.. 2. MANUFACTURERS MODEL OF STORM RING AND COVER TO BE APPROVED BY CITY ENGINEER. NOTE: CLEANOUT PLUG TO BE U.S. FOUNDRY 7621 AL' SETS` W/ EACKFLC GR E QUAL: A VGI! 1 GI'!S L 1111®y~, ^ ST ARD CLEAN ~ WATER MAIN SERVICE N.T. , S+_ AN 4UT PLUG SANTARY SE4lYER , SA'i'AR C CTIO~ DET A~ MANN®LE C®VER N.T.S. N.T.S. N.T.S. N.T,S, BACK OF CURB MAX. 15' -MIN. 4' OR A 1B" MIN. EDGE OF PAVEMENT 24" MAX. DISTANCE VARIES VALVE BOX FHA ELEVATION REFER TO UTILITY. PLAN A.., . r 2 ~ SEE INDEX N0. 301 I - ~ MECH. JOINT VALVE ^ VARIES ONLY APPROVED CLAY BRICK AT TERMINAL MASONAR KENNEDY GUARDIAN N0, K-81A Y MANHOLE MULLER'CENTURIAN NO.~A-423 - ~ U,S. PIPE METROPOLITAN ~ 1 f 2" CEMENT d PLASTER i ~ ~ IdOTESi m ~ RESTRAINING. JOINT (TYP.) G STEAMER CONNECTION TO FACE STREET. A ~ A ~ BOTTOM OF 2. ALL FIRE HYDRANTS TO HAVE 5 1 J4° VALVE SEAT. ~ U p CORBEL . Q BRICI( B" 2' JOINT IN „ --SLOPE TRENCH -SLOPE TRENCH SIDES PER SIDES PER SELECT PIPE ENTR „ 12„ D' _ 8 O5 TYPICAL: ~ ~ OSHA REQUIREMENTS OSHA REQUIREMENTS FlLC SELECT 12 AL A NT SE ~ E FIIC INITIAL V~4oa~-'SEGTI~JI~ PC III ASPH CONC PATCH TO BE n ° ' BACKFlLL 2" MIN. THICKNESS OR „ iU ~ :a 0 ~ 6" 6" HAUNCNING MIN. N. T, S. MATCH EXISTING. 6 ~:1 ~ SQUARE BOTTOM ..••.•Q.•; .d . ; . , . ` ~ i 4" REDOING 6" BEDDING c PERMIT .r,••. •.••..r.• . PATCH RESURFACE FULL WiDT}I OF TED ~ , ~ 'u STREET ON LONGITUDINAL PLAN "G" + x REPLACE BASE INSTALlAl10NS SEC PION A-A ..CROWN OF DROP PIPE 30"-36" OR AS sHAI.L MATCH cRawN REIN~p~CED COh A B C D E F G OF OUTFALC PIPE. FOR ARCED CONCRETE PIPE FLEKIBLE PIPE: INCLUDES GORROGATEO METAL PIPE, ~ oIRECTEa BY niE „ „ „ _ a SHALLOW :0'- 4' 2'-6' - „ 4 MAX 3 6 24 AMAX 8 3 AT 12 E.W. ~ OUTFAILPIPLS OF.10 ~ „ CORROGATED POLYETHELENE PIPE ANO/OR CITY ENGINEER POLYVINYL CHLORIDE PIPE STANDARD'4.1'- 6' 3'-6 6' MAX 4' 3 " „ " • 10". T : 0 MAX 8 5 AT 10 E:W. OR' LARGER, ' 1. BEDDING SHALL BE C ai . NG,SHACL BE COMPACTED CRUSHED STONE 1. REDOING SHALL BE'GOMPACTED CRUSHED STONE • DEEP 6.1'- 1O' 3'-6" 7' 10' 4' 36" MAX 12" 5 AT 10" E W m ~ ~ „ AND 'SHALL BE SHAPI rn DEEP .10,1 - 14 3 -6 7' 14' S' 36" MAX SHALL BE SHAPED TO THE BOTTOM QF THE ANO SHALL BE SHAPED TO THE BOTTOM OF THE ~ 12" 5 AT10"E.W. PIPE. REPLACEMENT BASE' r~ MIN. 10" COMPACTED NDISTURBED fXIST BASE PIPE. m LIMEROCK 2. SELECT FILL'SHAI,I'8 Q ;T FILL' SHALL BE NATIVE MATERIAL AND 8E 2. SELECT FILL .SHALL BE NATIVE MATERIAL AND 8E'' ~ " w „ NOTES FREE OF LARGE R'OCN „ i2 - 1RENCH 12 M OF LARGE ROCKS, DEBRIS,-AND ORGANICS FREE OF LARGE ROCKS, DEBRIS, AND ORGANICS s" sERwcE LATERAL ' ` 6 6"-- 1. ALL CONCRETE TO BE 3000 P.S.L (3 AND SHALL BE v WIDTH 2 P, V.C. PIPE ENTRY REQUIRES MANHOLE ADAPTER. COUPLING LIFTS: AND COMPACTE AND SHALL BE PLACED IN 8" MAX. LOOSE (3"+) AND SHALL BE PLACED IN B" MAX. LOOSE ANO COMPACTED TO 95~'STANDARD PROCTOR. LIFTS AND COMPACTED TO 95% STANDARD PROCTOR. T+~THICKNESS OF VARIES m BY FLO CONTROL INC., OR APPROVED .WATER STOP COUPLING. nl ORIGINAL BASE UNDISTURfiED_TRENCH SIDE COMPACTED . MNANHOLES SHALL HAVE A WATER PROOF. BITUMINOUS CDATING ~ BACKFILL 0 THE EXTERIOR & INTERIOR. KOPPERS BITUMASTIC BLACK MAIN 3, HAUNCNING AND INITIAL' BACKFlLL MATERIAL r SOLUTION 300M, 0R PROCO EP-21.4. m SHALL: BE COMPACTED,' MATERIAL SHALL BE CLASS I OR l (REF. ASTM D2321 .GRANULAR TO 95% SECTION STANDARD PROCTOR rn , a TRENCH A EEDD DETAIL PAVE S DETA~ AI~'ARY p N.TS. S ARY SEWER LATER~I. DETA~. a _ ~t-, '®p • vwe, .T.S. N.T.S. N.T.S: r~~'"' ~ , - ~5, M J a J n. i h- r' a, m c17: - DESICNED~ THE SIGNATURE OF THE QUAIJTY Z, CCNTRQGQFFICER_IN THIS' SPACE PREPAFTFD FOR: ~ V'• a }/Y !`I f O' . SHEET DESCRIPTION ~ ,~~^T INDICATES THAT All REQUIRED DRAWN DESIGN PERMITS.HAVE BEEN DRTAINED ESCRIP TION: )RIDA CLEAR F 9 TH0.T C A TE AND ONSTRU INC., C IDN IS PHASE aoI3 N0, I P ~ AR LEXI T R N Ecr, - ~ NE R Do ENGINEERS AUTHORIZED TO COMMENCE. i CHECKED ENVIRONMENTALISTS, SURVEYORS & PLANNERS LEXINGTON: CLUB AT RENAISSANCE SQUARE 998-15 -1551 SANDSPUR ROAD RH 2639 McCormick Dr. Clenrwafer FL; 33759 MAITLAN F,Q, A P0, I D, FLORIDA 32751 Tel: (727) 724-8422 - Fox: (727)724-8606 rn D.e. P HONEt (407) 741-8500 suf.. UllLITY DETAIL S r , EM 1 3-22-99 REVISED SHEET" NUMBER RH oaTE NO. PATE REVISIONS APP`O 12129198 OF BY l i, SITS ~~UQA LEGAL DESCRIPTION: A PARCEL OF LAND LYING WITHIN THE SOUTHWEST I/4 OF SECTION 15, TOWNSHIP 29 SOUTH, RANGE 15 EAST, AND THE NORTHWEST I/4 OF SECTION 22, TOWNSHIP 29 SOUTH, .RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED-AS FOLLOWS: CONINENCE AT THE SQUTHEA~T'BOUNDARY CORNER OF THE SOUTHWEST I/4 OF SECTION 15, ..TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLA5 COUNTY,< FLOR1DA, SAME ALSQ BEING THE NORTHEAST BOUNDARY:CORNER,OF THENORTHWEST 1/4 OF SECTION 22, TOWNSHIP 29`SOUTH MAGNOLIA RANGE 15 EAST, PINELLAS COUNTY, FLORIQA, SAID SOU7HEAST BOUNDARY .CORNER ,BEING S89°03'29"E, (BEING THE BAS (S OF BEARINGS. FOR THIS DESCR1PT10N)'2655.24'FEET FROM ' THE SOUTHWEST. BOUNDARY:: CORNER OF SAIp SOUTHWEST ;I/4 OF SECTION 15; THENCE HEIGHTS N89°03'29"W, :ALONG THE SOUTH BOUNDARY LINE OF SAID SOUTHWEST I/4 OF SECTION "I5, SAME ALSO BEING THE NORTH BOUNDARY LINE OF SAID NORTHEAST. 1/4 OF SECTION 22 FOR PB 6, PG. 50 65.00 FEET TO THE POINT OF INTERSECTION WITH THE WEST RIGHT-OF-WAY'LINE OF MISSOURI AVENUE SOUTH (STATE ROAR S-595-A), SAME ALSq`BEING THE P01NT QF"..BEGINNING; `THENCE LEAVING SAID SOUTH BOUNDARY LINE OF SAID SOUTHWEST_I/4 OF SECTION I5 ALONG SAID `'WEST ZONED OL RIGHT-OF-WAY LINE QF MiSSOURf AVENUE SOUTH, THE FOLLOWING FIVE (5),COURSES; (I)THENCE N00°15'59"E,` ALONG; A LINE 65.00 .FEET WEST. OF AND PARALLEL WITH THE`EAST BOUNDARY L'1NE OF SAID SOUTHWEST I/4 OF SECTION 15, FOR 866.70'FEET; (2) TH~NCE`N05°59':39'"E,' FOR .150:34 FEET; {3)THENCE N00°15'59"E,- ACON~ A LINE 50,OQ FEET <WEST OF''AND GREENWOOD AVENUE PARALLEL WITH SAIp EAST BOUNDARY LINE OF THE :.SOUTHWEST 'I /4 OF SECTION I5, FOR 217.08: _ . .FEET; {4) THENCE NI4°39'52°W, FOR 31.05 FEET; (5) THENCE N39°32'26"W'FOR 38.04 S00 }1~q'4~'_'_' $00'09'1 FEET TO THE POINT OF 1NTERSECTION WITH THE SOUTH RIGHT-4F-WAY LINE OF DRUID ROAD; THENCE N$9°0.1'28"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE OF:DRUlD ROAD, SAME-ALSO 3 BEING ALINE 33,00 FEET SOUTH OF AND PARALLEL.. WITH THE NORTH. BOUNDARY kINE OF'THE ..SOUTHEAST i/4 OF SAID SOUTHWEST i/4 OF SECTION 15, FOR 416.7f FEET;; THENCE LAVING SUNSHINE TOWERS APARTMENTS ^,o SA IA SOUTH RIGHT-OF-WAY LINE OF pRUID ROAD, S00°02'Q4"W,' FOR 363.23 FEET; THENCE S52°07'35"W, FOR `669.92 FEET; THENCE SQ0°QB'04"W, FOR 1:78,.06: FEET; THENCE ' N89°03'.52 "W, ,FOR 163.26 FEET TO REFERENCE' P01NT "A"; THENCE S2I°46'3Q"W,' FOR RESIDENCES B" CONDOMINIUMS 143,36 FEET; THENCE S17°48'00"W,',FOR 93.58 FEET TO THE POINT OF INTERSECTION WITH ' THE EAST RIGHT~OF-WAY LINE OF_GREENWOOD-AVENUE; THENCE.S00°09'1.9"W, ALONG SAIb EAST CPB 6. PG. 84 RIGHT-OF-WAY L1 NE OF GREENWOOp AVENUE ,SAME AL50 BEING A LINE'40.Q0 FEET EAST'OF ANp `PARALLEL WITH'THE WESfi BOUNDARY LINE OF SAID SOUTHEAST I/4`OF THE SOUTHWEST I/4'OF ZONED RM-28 SECTION 15, FOR 109.81 FEET TO THE POINT OF INTERSECTION ,WITH THE SOUTH 60UNDARY,LINE OF SAID SOUTHWEST I/4 OF SECTION I5, SAME ALSO BEING THE POINT QF LNTERSECTION WITH THE NORTH BOUNDARY LINE OF THE' NORTHWEST I/4 OF SECTION 22, TQWNSHfP 29'SOUTH, RANGE EXISTING APARTMENT. SITE 15 EAST, PINELLAS COUNTY, FLORIDA;' THENCE N89°03'29"W, CONTINUING ALONG"SA10 EAST RIGMT-OF-WAY LINE OF GREENW04p AVENUE, SAME ALSO BEING SAID NORTH BOUNDARY LINE OF THE NORTHWEST I/4 OF SECTION'22, FOR 20.00 FEET; THENCE LEAVING SAID NORTH ..BOUNDARY w ' NOT PLATTED LINE OF THE NORTHWEST L/4 OF SECTION 22, S00°02'05."E, CONTINUING ALONG SAID EAST SUNSHINE TERRACE CONDOMINIUMS p ZONED RM-2s RIGHT-OF-WAY LINE OF'GREENWOOD AVENUE, SAME ALSO BEING A LINE 20.00 FEET EAST OF AND PARALLEL WITH THE WEST.. BOUNDARY LINE OF THE NORTHEAST I/4 OF SAID_NORTHWEST I%4 OF SECTION 22, FOR 117.49 FEET; THENCE LEAVING 5A1D EAST RiGHT~OF-WAY LINE QF GREENWOOp CPB 74, PG. 9 AVENUE; S89°03'.29°E, FOR 435;17 FEET; THENCE-ALONG THE EASTERLY BOUNDARY LINE AND fTS SOUTHERLY EXTENSION, RESPECTIVELY, OF SUNSHINE TERRACE AS RECORpED 1N CONDOMINIUM ZONED RM-28 PLAT. BOOK 74, PAGE 9 OF THE PUBLIC RECORDS: OF PINELLAS COUNTY, FLORIDA, THE FOLLOWING THREE (3) COURSES; (I) THENCE S00°10'32"E, FOR 195.60 FEET, (2) THENCE ° ~ 589°03~49'E, FOR 209.00 FEET; {3) THENCE S00 I0 32 E, FOR 336.98 FEET; THENCE ° ~ S89 07 35 E, FOR 1.39 FEET; THENCE 500°07 35 E, FOR 6.9Q FEET; THENCE S89°45'OI"E,, FOR' 51.3.96 FEET; THENCE_ N00°19'29"W, FOR 1.3Q FEET; THENCE ~ 50 1D0 200 S89°07'35"E, FOR 99.99 FEET TO THE P01NT OF INTERSECTION WITH AFORESAID WEST RIGHT-OFyWAY LINE OF MISSOURI AVENUE SOUTH; ?HENCE .ALONG SAID WEST RIGHT-OF-WAY LINE v ° ss OF MISSOURI 'AVENUE SOUTH THE FOLLOWING FOUR ('4) COURSES; (I) THENCE NOQ°19'29°W, a ALONG A LINE 50:00 FEET WEST OF ANp PARALLEL WITH THE EAST BOUNDARY LINE OF'AFORESAID NORTHWEST I/4 QF SECTION 22, FOR 332;29 FEET; {2) THENCE N37°11'41"W, FOR 25.00 GEORGAS FEET; (3) THENCE NOQ°19'29"W, ALONG A LINE 65.00 FEET WEST OF AN0 PARALLEL WITH SAID EAST°BOUNDARY LINE OF THE NORTHWEST'I/4 OF SECTIQN ~2,' FOR 296.29 'FEET;, (4) THENCE NOQ°Ib'S9°E, ALONG A LINE 65.OQ FEET WEST'AND PARALLEL AFORESAID EAST SUBDIVISION ' BOUNDARY L i NE OF THE `SOUTHWEST I /4 OF SECTION 15, FOR I . 10 FEET'. TQ fiHE P01 NT OF BEGINNING AND CONTAINING 1,537,229 SQUARE FEET OR 3.5.290 ACf~ES, MORE OR LESS. PB 45, PG 20 NOT ~ ~ TOGETHER WITH; , ZONED RM-28 PLATTED s .COMMENCE. AT AFORESAID REFERENCE POINT "A" THENCE N89°03'52"W, FOR 10.70 FEET TQ 500'10'32" sS THE: POI NT OF BEGLNNING; THENCE CONTINUE N89°03'52."W, FOR 7Q.50 FEET TO THE.POINT QF INTERSECTION``WITH AFORESAID EAST RIGHT-OF-WAY LINE QF GREENWOOp AVENUE; THENCE 500'07'33"~ ~ -S8 '07'~l5" S00°09'19"W, ALONG SAID EAST .RIGHT- OF-.WAY .LINE OF GREENWOOD AVENUE ,SAME-ALSO 6.90' I BEING-A LINE 40.00 FEET EAST OF AND PARALLEL WITH AFORESAID WEST BOUNDARY LINE OF;THE 1I .SOUTHEAST I/4 OF THE SOUTHWEST I/4 OF SECTION 15, FOR 190,57 FEET; THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE OF GREENWOOD .AVENUE, N17°48'00°E, FOR 62.49 FEET; THENCE N21°46'30°E, :FOR 139.90 FEET TO THE P01NT OF BEGINNING.AND CONTAINING 6,413 I ; SQUARE FEET OR ,0.147 ACRES, MORE OR LESS. ~ TOTAL. AREA 1,543,642 "SQUARE FEET OR 35.437 ACRES, MORE OR LESS PARCEL 6 ZONED C u LJ S00'02'0 "W - ~ 3 3.23 BUILDING DEMOLISHED MARY LAND NoT ~ PARCEL 8 © JUN 0 ~ 1999 ®UILDING r ~ ~ ~U~DIVISICN PLANNING~D PLATTED Q DEMOLISHED r ~ ~vs~®P?~Nfsvcs ZONED PSP - I P, D 15, PG. ~5 clrroFC~~RwaTr:ra _ 33 y ? ZONED RM-2~ ~ ~ " 3$-~ ~--~5 ~3 _ 40 36 M1i I 500'79'29"E - 3~ 7.30' 44 `\3g~ ~ ~ n ~ .o ~v__ ,`x`.:39 ~ o q5 ~ 39 ° m _ _ ~ . Y oo I e ~s y e. \ gp~~6 D - - 0079 24 W.: 332.29' 296.29• ~ ~'S9" N 5 - N05'SS 3 539'32,~~"E _ 39 ~ 9CNAIJIED IN7ERSECTIaN N3771'41'W 15030' ` i5Q30' M • 5 5 _ _ . ~ 36:04 ° 25.00' Nt4'39' ~"W ,SI(~dAlI7.ED 1N1ER~CtI~d _ 31. - - - IVIIVl7oVl 11 /"'~Y ~IVV~ a~~t~~/e___ a' 3.~4x of SM i/s. / / ' _ _ NEOOR~~1/4~' Slq 1/4 f~ 1bR2~^1l~ . HANOUSEK'S MCVEIGH MCVEIGH M C VE~I CH SUBDIVISION SUBDIVISION SUBDIVISION SUBDIVISION - PB 1, PG. 41 2ND ADDITION 1ST ADDITION. "P~ 3O, PG. $3 ZONED CC PB 48, PG. 58 PB 37, PG. 53 ZONED CC -SUBJECT PROPER~'Y LIES WITHIN FLCCD ACNE qAS~ FLOOD ELEVATION = N A _ - ZONED CC ZONED CC PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL 125Q96 gQ15, MAP REVISED AUGUST 19, 1.991. ?A~i~ ~r: / ~ wxarvx ~ FREPAHED FOR: SHFtT DE•54RIP TION: CONiP01..OFMEA T115 SPAC[ =SCEtIP71~N. ~~A w~„ ~ ' s ~ ~y _JHB INDICATES THAT ALL REOt11AER DRAWN PERMITS HAVE BEEN OBTAINED . C L E A R A L EXINI b T ER PHASE PART I N LTD. e ES Lij ECT AND THAT CONSTRUCTION IS LEXINGTON <CLUB AT RENAISSANCE SQUARE ssa-i~ ?{i~`~s~=d.. ' AUTHORIZED TO coMMENCE, ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS 1551 SANDSPUR ROAD CHECKED F.D. 8 PG, 2639 McCormick Dr, Clearwoler FL, 33759 MAITLAND, FLORIDA 32751 ' RH Tel: (727 724-6422 - Fax: (727)724-8606 PHONE, '(407) 741-8500 TOPOGRAPHIC SURVEY EM 1 3-22-99 REVISED SHEET NUMBER RN onryrytE. - 0 a NO. DATE REVISIONS ADYD ~GI25I99 05