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245 DORY PSGE1PSP9606.AVM DOCUMENT CONTROL SHEET DEVELOPMENT REVIEW COMMITTEE PROJECT /LOCATION : St. Brendan's Church Addition, 245 Dory Passage(PSP 96 -06) DRC'Meeting Date: APRIL 22, 1996 l.il SCOTT SHUFORD, CENTRAL PERMITTING DIRECTOR 2. RICH BAIER, CITY ENGINEER 3. DON MEERIANS, TRAFFIC ENGINEER 4. STEVE SARNOFF, CENTRAL PERMITTING 5. BOB MARAN, ENGINEERING 6 .' MICHAEL QUILLEN, - ENVI- RONMENTALT 7. REAM WILSON, PARKS & RECREATION DIRECTOR 8. JAMES GOODLOE, FIRE MARSHAL 9. ALLEN V. MAHAN, CENTRAL PERMITTING S� 10. BOB BRUMBACK, SOLID WASTE DIRECTOR 11. CHUCK WARRINGTON, GAS SYSTEM MANAGING DIRECTOR 12. LOUIS R. HILTON, SENIOR PLANNER 13. JOHN RICHTER, SENIOR PLANNER(CONTROL SHEET ONLY) 14. ETIM UDOH, (CONTROL SHEET ONLY) 15. DON MCCARTY, ARCHITECTURAL REVIEW (CONTROL SHEET ONLY) 16. VICKIE DAVENPORT, STAFF ASSISTANT II (CONTROL SHEET ONLY) Date received by Central Permitting Office: April 11, 1996 Date . of distribution: April 11, 1996 Remarks: Applicant proposes to construct 8,642 SF in additions to St. Brendan's Church, adding a social hall & kitchen in one new building and an office in the other new building. COPIES ARE ON FILE IN THE OFFICE OF CENTRAL PERMITTING II. St. Brendan's Church, bRC approved the site plan /discussion: 245 Dory Passage (PSP 96 -06): The subject to the following conditions A. Before the Site Plan can be certified, the applicant must complete the following action(s): 14,1 Delineate the parking spaces on the site plan with wheel stops. 2' Straighten the east -west drive isle so that it is of u4i f orm width. 3 Show on the plan a fire department connection a minimum of 15 ft. from the structure, adjacent to a paved drive and within 30 ft. of a fire hydrant assembly to provide for sprinklers., 4� Locate on the plan minimum 20 Ft wide (a) FIRE LANE(S) on t2e_N , E X , S , W X , side of the structure beginning nat'closer to the structure than 10 feet. 5: Show minimum turning radii for designated drives and fire lanes as 42 :feet on the plan. 6� Locate a, FIRE HYDRANT ASSEMBLY on the plan not more than 3QO.feet from,the structure. 7: Show dimensions on the plan for measurements of aisles, parking stalls and entrances. 8 Provide a copy of the SWFWMD permit application and calculations to Environmental Management. 9. Show backflow device(s) on plans as RPD. .10.Have' the final site plan signed and sealed by a Professional Engineer registered in the State of Florida. i B Before the City can issue building permits, the applicant must complete the following actions: 1 Obtain and furnish evidence of all applicable permits from other governmental agencies including but not limited to SWFWMD permit to Clearwater Environmental Management. 2, clearing and grubbing and tree removal permits or a;no tree verification form from Environmental Management. C� Complete the following actions as indicated: 1 Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of tie site plan certification. 2, Obtain the requisite certificate(s) of occupancy within three ( 3 ) years of the site plan certification date to prevent expiration of the site plan certification. ii 3 ANDERSON- IIESNAIIK ASSOCIATES LTD., INC. Landscape Architecture Site Planning Urban Design TRANSMITTAL TO: DATE: i _9'(� JOB NAME: FAX NUMBER: JOB NUMBER: FOR APPROVAL AS REQUES'T'ED._ .� r- M 7- -- - -- FOR YOUR USE V FOR RE `;IEW AND C NT[[ MESSAGE:' ; E rl�'� tt d.« wS f t7 #:q, s M (KOF— A-DJ USC-MFI�TS - p S CA-L,L, VJ I TH CdM AAE7NI is -7-0 �o SENT BY: t-',A� NUMBER OF PAGES TRANSMITTED (INCLUDING COVER SHEET) 4.326 EL SUITE ONE, TAMPA., FLORIDA 33629 (823) 83199595 NUMBER (813) 831 -5485 / -ed ` sly ?( &A p r-l-h A-A-)s Cpcl, 141of r C-- eAo U NCO Cc �� Q✓ / Ye //� c l/I 7 �— =/z y AM v, S-d -2z t/O �Co �--f- 5--7 o 3 -� lc%� 7� ,77.�v i-t /,)) o (-�L- — IOack- r-j :, e -g, � -�, c– //l /I , �-) --1 /719 4-1-.2" m ir � ,s 1;23-+� 20 ;r1 ° ANDERSON - LESNIAK ASSOCIATES LTD., INC. Landscape Architecture Site Planning Urban Design TRANSMITTAL TO: Mr. Mike Quillen Clearwater Environ. Mang. P.O. Box 4748 Clearwater, Fla. 34618 -4748 FAX NUMBER: 223 -9543 MESSAGE: DATE: April 25, 1996 JOB NAME: St Brendan Landscape JOB NUMBER: FOR APPROVAL AS REQUESTED FOR YOUR USE _X_ FOR REVIEW AND COMMENT Inclose a preliminary layout for your review. Please call to discuss. (831 -9595) Number of Pages Including This Sheet. 1 L� APR 7 9 1996E John Lesniak 4326 EL PRADO BLVD., SUITE ONE, TAMPA, FLORIDA 33629 (813) 831 -9595 FAX NUMBER (813) 831 -5485 JR1t.Pr;!:N 10' BUFFER IS"'O'ECTIO'N 8, TONNSHIP 2`9 eSur-UTH, RAN''U""E 15 EAr"1`7 SITE DATA TABLE: DESCRIPTION SITE DATA: EX(STING PROPOSED REQUIRED (MIN. OR MAXI 2 ....... G; SIM, 2_,ST; 5 IS LAI� Y BENCHMARK NOTE: ZONING DISTRICT: P/Sp P/Sp N/A DETENTION AREA DE TAILS CAPRI 4sp S 5;, 703 ISLAND UY, 1,1% 1, J DIAMOND ISLE • ........ USE: CHURCH CHURCH NIA WATER AND SANITARY SEWER �T Ay T I LAND WAI z I 1.11�EWEEt��r. v 11 LOT AREA (SQ. FT. AND ACRES) Al B Ly ISLAND POWT =— T GROSS AREA (WITHIN PROPERTY 3.211 Ac. 3.211 Ac. 1.0 Ac. Min. 11 sl� — BOARD TOMIL CLIPPER CM sUrt 333 ISLAND WAY LINES): (139,884 S.F.} (139,884 S.F. UPLAND DEVELOPABLE (43,560 S.F.) FLOOD ZONE NOTE: 9T ISLAND ZF k 1� EST. LAND AREA: N/A N/A N/A COVE BA�ALW, t HER1TAGE/`V' WH 01P PO S PA LOT WIDTH: 260' 260' 100' Min. CH 9�;z? TILILAGE SL U A LOT DEPTH; 545' 545' 100' Min. No. 125096 0007, DATED AUGUST 19, 1991, NATIONAL FLOOD 4 E I 5E.�E , 'F QE� 2 o DENSITY (BASED ON NET ACRES): N/A N/A N/A 1E &1' z OJECT -L INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. BUILDING COVERAGE (SQ. FT. 10, 182 S.F. 18,824 S.F. 62,947 S.F. ONE—STORY F7 ® IAL HT L CATION MULLBEACH r AND °/® OF GROSS SITE): (7.28%) (13.46%) (45%) GEOR A C 0 ; E I iAUw '0- � I = • AY Y'Sla GROSS FLOOR AREA AND (F.A.R.): 10,182 S.F.(0.073) 18,824 S.F.(0.135) 139,884 S.F.(1.000) SH El Z 2ze X R SETBACKS I3 C s-W AIII MAINTENANCE ADDITION FRONT: 63' 63' 35' P DINTCLEARW�L�R SIDE: 70' 7o' 19.5' REAR: 190,+/- 1101+/_ 27.5' EXISTING BETWEEN STRUCTURES: N/A N/A N/A Location Mav% WATERFRONT F SIDE: NIA N/A N/A Not To Scale REAR: N/A N/A N/A HEIGHT: WITH BONUS PROVISIONS NIA N/A 50' Max. N/A DESCRIPTION (IF APPLICABLE) From the P.R.M. at the northwesterly corner of theintersection of PAVED VEHICULAR AREAS 21,223 S.F. 28,975 S.F. N/A Island Way and Windward Passage as shown on the plat of Unit 5, Island•Estates of Clearwater (see Plat Book 51, Page SQ. FT. AND (% OF SITE): (15.17%) (20.71"%) L 34, Public Records of Pinellas County, Florida) run N.88038'59"W. along the OPEN SPACE II northerly right-of-way line of Windward Passage, 375.00 feet; thence TOTAL FOR THE LOT 104,362 S.F. 85,142 S.F. 34,971 S.F. run northerly along the ' westerly right-of-way line of Larboard Way SQ. FT. AND (% OF SITE): (74.61 %) (60.87 9,10) (25.00%) (see O.R. Book 2873, Page 143, Public Records of Pinellas County, F Florida) on a curve to the left of 4935 feet radius (chord bearing FOR THE FRONT YARD SQ. FT. a 7,070 S.F. 7,070 S.F. 55%x260'= N.00013'03"W., chord distance 190.07 feet) 190.08 feet for a Point (% OF REQUIRED FRONT YARD) (77.69%) (77.69%) of Beginning; thence run N. 88038'59"W., 94.28 feet; thence run 5005 S.F. N.491,23'41"W. along a line parallel to and 190 feet northeasterly of CLEAR SPACE (WATERFRONT N/A N/A NIA the northerly right-of-way line of Windward Passage, 313.58 feet; PROPERTY) thence run N.041130'03"W., 212.53 feet; thence run northeasterly along a curve to the left of a 50 foot radius (chord bearing N.40036'19'E., EXTERIOR PERIMETER BUFFERS: 10' 10, 10, chord'distance.80 feet) 92.73 feet; thence run N.40036'19"E., 4.42 feet; PARKING LOT INTERIOR thence run northeasterly along a curve to the right Of 110 feet radius LANDSCAPING SQ. FT. AND NIA TOTAL NEW VEHICULAR (chord bearing N.61 °13'49 "E., chord distance 77.50 feet) 79.19 feet; (% OF PAVED VEHICULAR USE AREA= 67,939 S.F REQ'D 6% thence run N.81 °51'18 "E. along a westerly extension of the southerly AREAS):, REQUIRED LANDSCAPING AREA = '�DA right-of-way line of Dory Passage (see O.R. Book 2873, Page 143, 16 % x 28,975 S.F.= 1,739 S.F Public Records of Pinellas County, Florida) 185.03 feet; thence run REQUIRED PARKING: I SPACE/3 SEATS IN ASSEMBLY ADDITION III'' southerly along the westerly right-of-way Nne of Larboard Way on a curve'to AREA (OR I SPAcE/3O S.F. OF ASSEMBLY the right of 4935 feet radius (chord bearing S.04030'03'E., AREA WHICHEVER IS GREATER) chord distance 547.48 feet) 547.76 feet to the P.O.B. 450 SEATS/3 = 150 SPACES REQUIRED T PARKING AVAILABLE: 8 EX(STING PAVED SPACES + 131 EXISTING GRASS SPACES Containing 3.2113 acres, more or less: 16 PROPOSED PAVED SPACES + Togetherwith: 155 SPACES TOTAL An easement for ingress and egress and for utilities over the presently constructed westerly extension of Dory Passage from Larboard Way ---JCKD. [DRN to the northwesterly comer of the above described property. GENERAL NOTES: 1. ALL ELEVATIONS ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL ONE FOOT. 1111� AWWA A ik Aftill as 2 2 2 @m%0% A 2 a amm owl& Mae& mm ®. a 2. ALL DIMENSIONS ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL (STING UTILITIES SHALL BE LOCH TEDBY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTE* MAXIMUM OCCUPANCY OF 4. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM CITY ATLAS SHEETS, -AS-BUILT- PLANS, AND FIELD INFORMATION; SANCTUARY AREA IS 450 PEOPLE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOT( FYALL AFFECTEbTJTILITY COMPANIES, .5. BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES TH MAY HAVE AFFECTING CONSTRUCTION. 1� N I WIN I INDEX OF DRAWINGS SHEET No. DESCRIPTION 1 ........ COVER SHEET 2 ....... PAVING AND DRAINAGE PLAN BENCHMARK NOTE: WATER AND SANITARY SEWER PLAN 4 ... ... DETENTION AREA DE TAILS 5 ........ ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK • ........ PAVING DETAILS -7 7 ........ WATER AND SANITARY SEWER DETAILS CONSTRUCTION SPECIFICATIONS No. 144 'AURAL A" EL = 12.607 UNADJUSTED. FLOOD ZONE NOTE: THIS SITE LIES IN FLOOD ZONE -AE- (EL. 11) AND FLOOD ZONE -AE- (EL. 12) PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 125096 0007, DATED AUGUST 19, 1991, NATIONAL FLOOD PROPOSED ; z INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. ONE—STORY F7 SOCIAL HALL KTCH& 1 I MAINTENANCE ADDITION 11 r EXISTING LL_ 11 ONE STORY Li- I :D 11 11 MASONRY BUILDING L 1 II W I Till F 100 CL '?P P ROPOSEDI —I I ONE— 1 OF 91C:E 0 '�DA (11P ADDITION III'' �No. T Lj I REVISIONS ---JCKD. [DRN APP 1111� AWWA A ik Aftill as 2 2 2 @m%0% A 2 a amm owl& Mae& mm ®. a I WIN I "CONSTRUCTION PLANS JOB No. 24784 INDEX OF DRAWINGS SHEET No. DESCRIPTION 1 ........ COVER SHEET 2 ....... PAVING AND DRAINAGE PLAN 3 ........ WATER AND SANITARY SEWER PLAN 4 ... ... DETENTION AREA DE TAILS 5 ........ DRAINAGE DETAILS • ........ PAVING DETAILS -7 7 ........ WATER AND SANITARY SEWER DETAILS CONSTRUCTION SPECIFICATIONS "CONSTRUCTION PLANS JOB No. 24784 a • MITERED END MITERED EN APPROXIMATE FOCISTINC3C.B �, TOP EL. = 4.fi5 i SECTIO SANITARY SEWER SECTION THROAT EL. = 4.08 _ N•04'30'03" W INV. =5:58 INV. = INV.= t - }o.27 INV,�EL: = 0.20 �Oe D.I. No.1 si -� - _= LT' _ _12.53' _._ RATE EL. _ /4.19 / '' R T!!'� Ott! W° T •f20CK� . INV. E. =5 � 5.78 % s . e PARKING,_, _s °°-°* -�- --- -- --- ,/o,. � t � _. We_ •._ '-PARKING -;, - ..:_: r [NV, W. REMO AND RrEPLACE CAR , , RAILROAD TIE CAR STOP 5' 78 S OP S /AS NECESSARY 01 15' 30 60 (TYP.) SEE DETAIL SHEET �� e -- ^ _ EST DETENTION AREA - No. 6 �� /,f SCALE IN FEET �G /�� , � (NO BE RENOVATED,SEE DETAIL SHEET �,.- -' it -� I RADIUS 50.00\16,11 Q _ OVERFLOW I ARC = 92.73' ouTFALL PIPE, - ,� 6 "VERTICAL '" STRUCTURE r SEE DETAIL SHEET No.4 -- - PROPOSED 10,x!2 DUMPSTER CURB ,' CHORD = 80.00 D.I. No. 2 10.26 a PAD W/ ENCLOSURE. SEE t GRATE EL.= ° 609 C. B. = N.40'36' 19" E. INV EE E ' = .05 �,, ) DETAIL SHEET No. 6� '`/ ` INV N. =-J-.7 f•79 CONCRETE SPILLWAY SEE D.I. INV. W. = 3 99 ✓` �� S/D INV.= 9B - \ D TAIL SHEET No. 4' GRATE EL. = 9.6� INV, N. - 7. /9 ' cf f 41.85° '' 8 R.0 -P. ---'� INV W. 6.,57 . f ..- 18" R.C.P. - POSED H�T�eASCE►�[:t�1 _N.4036'19 E. 4.42' �' �• - GRASS haRK.NC - - - STRIPED ISLAND" AREA j _ .00' � � �C' � � �. _ � � o RADIUS 1 10 \ _ ARC 79.19' / ' .oa � - � P � •..' - - � -� � CHORD - 77.50' ° : . « •. �. _ C.B = N.61'13'49 "E. • , ® V` '�.✓'/ .rsP.tcr - ,'`..w .. ,o " .o o ?. ®f •s '•r. • . •..• ♦ it,', N = 8 d),;, \ 0.4Q /o GR. / 'sg /0 0.4Q /o $TI AKA + * ♦ ;♦ it V \ �,1 XIS' 4 6 P�1 i' . 14� ..,,"• :I .' "'^-.. ,,, N �� 6 � - ft.�� -•_ • ♦ �`�' RMANHQ c. LIMITS OF .-- • • � ccra ",•'•. = �: :I� °`�:d 9 ::, ,►. •' ♦ 's IC 1-0, OVERLAY \ l Dt '� z •BOLLARDS u c ; ", . RQ ` \ t (T Y P. ) ,✓ �. ° e . / �`f ° p ♦ • . ♦ ♦ Ii l s . i s_ f c a�j' ( `� l \ `` ,ao. �;� 1!g0 �� [- ®i s MATCH EX \ I i go PROPOSED I' _ ISTING , t II SOCIAL HALL, KITCHEN I. 18'x8` CROSS SLOPE - -- - II as d CONC. SAW CUT EXISTING Iu �j o_ I f - ��6? I I I S 1 a -Z ` <t / G 4 r / f„ -� 24 MAINTENANCE ADDITION PAD EDGE OF PAVEMENT r Q` I ,� �' �7 O ®LTF tt , tct. tt• �r `, ... . ` ►.. ONE - STORY) I I cs II1 `` Z I II j .,r-' ',r'- • ° / (ONE-STORY) I AND MATCH NEW = a 111 I �. f % ^y3 g°w� F.F. - 12.00 OVERLAY m -- -- �i I z I I ( II �' ,w I YARD DRAIN N0.1 1 ti I W ` N - LANDSCAPE ISLAND owl I rt GRATE EL.= / 47I L`' I^ 14 II Q�. I ....... ...,.,..,. �� - / I I� ( I s o _III /j" ��e� ` co �� I ► Q °` _; (NV, S. r EX!S9NG , i �P TRANSITION FROM :O 5 l;' •` , 4 EXISTING ONE STORY Q �, I o Ir� (al I Fp EXPOSED TO 6" EXPOSED I `�6 �: 6 I U Ha.��ROAa °ES � �. •�• '� MASONRY BUILDING � ' z I I ✓/' °°' '` 4 ®_ ��P`' FACE OF WALK. 6�-P� '' t I- _ T '1 F F EL . =12.00 04 I I I I I W - \z\ 6 7 -� z `� C.� ' .. WK w t ® I I I • DOWNSPOUTS AND TRENCH . I I I•-` I I I Q n Iii 6 p_R- I--:. NOTE. I I II I �„ I i I 3 tr, tt" r r '� a "` 1� Qbc�'� W I DRAIN IN COURTYARD AREA SHALL ? I I ! I I! �� r r �' E TO DRAIN USING P.V.C. PIPE.% r P1, 1 1 ' zl o a - 12" P.v.c @ 0.20 Rio I I I _� --'�'� I 1 II a- - . • .- Z._ _ �, NOTE: RESTRIPE PARKING TO Ct• I I I ,� r , C)� - cL ►u �' a -� s" PROPOSED s° MATCH EXISTING AFTER OVER- I I cAa A_ jj }- OQ Q�• _ a. O c> u- LAY IS PLACED, I INV. = 15.151 i I /�I 1, ®P Q N I Y OFFICE I I I .......... r �I � I I I !I ' e ..... o% N al �, a� 3 ADDITION t� I III N f o'er Y e ... , .. , ..... ° U... p rUN` STORY) I H4a, t K? I d o N 6 " . \9`►�K�'ERAMP F.F. 12.00 I Q� r� AB air ( ! I I cr) f tr° ..... �. a I T - -- _ I ao / ,sr,,. Q: Hr ..... h � tt• .� caHr «�K � �___.r ._ LIMITSO�VERL �I\ II•. ,6 2�, e�t 1 ''.� °' 43 •.. o ,'. $,iEP .. s.+ri♦sw•s��►•+1s 0-•ss♦*s•.• wr.•s'•.••� ' I o� ,��` .;issst it•.•!r•i�_a��►ar: '• ♦ij• ♦•a• «.•i «'•' s•. ! a +��I r 1 r tt•.�t I tic j BOLLARDS es0 3 - Q 12 �1 l a ' ., • • s t • ► s° r s rs`• ♦ !� • s • s i ♦' • s •. rs s ® N`VF5.59 I I ONE f (TYP,} Fcs A ��. - . • s�":r °s • sw-ie sa �s,• s i i'1t7rTi • f _ 6 S/D qq Og S • .� XISTING PHALT PAV M T �/ II:•I - I SJa� ` - '• ° 0. o - u �,E •s♦i♦ s ••`• ♦ ♦f • •.ar "is•sis s••i r II I �'fi , 0rO G g.^Q S/ Jr''�a r "« s • • s • • •; • • • R O ` f Q�+s 4' CHAN; ;'° Ep n3 .40 %GR nl s« «* «•..'.sss ♦�M +♦ ♦� ♦•♦ •'s "�� f I Oj t>,' 9 I° y'.• ♦ +i s t • s s s ® i « `� i!; ! s as;, s s • • • 1 t vK rE SCE a p 300, s • s i it t • •� • t s • ♦ ®• « "s s • •: f f -® - , '` car s ` N.� � 'T-- BAR '°- -- w _ stA9 r ,EGN AREA- 7-C- NG 1� --. -- -.._ s. � • • r ,. �` ,. BAN K ' ®- ' -- n °--- ---;°, ---' - - °-� w -� ---- �* -... r� .: • / / ' _EXISTING EAST DETENTION AREA - -- -�`,00 - f - CoN s 1►' ! - - _ __ +�°• --- .� 1- OF INK i • �-- o� ;5y, SIGN 111 _ I I FRADIUS 4935.001 - -'i E- F� CRC = X477, 7�a, -° �- ,_._._ - - = - - - - ®- NOTE , A ( C. B. -. 547'48+ LIMITS OF °�=-- == - T / EXISTING SIDEWALK AND CURBS TO BE - - - - ® 5.04 30 03" E. OVERLAY • REPLACED IN ACCORDANCE WITH A.D.A. 1 Q' R/W) -- I REQUIREMENTS. REFER TO F,D.OT. INDEX _N • • • REMOVE AND REPLACE CAR No. 304. STOPS AS NECESSARY D.I. No. 3 SAW CUT EXISTING EDGE OF PAVEMENT TRANSITION FROM 0" EXPOSED G . - 9.14 AND MATCH NEW ASPHALT TO OVERLAY. TO 6" EXPOSED FACE OF WALK .INV' W. = 6 �• 2 ; ABBREVIATION LEGEND BB BOTTOM OF BANK BC BACK OF CURB - DENOTES PROPOSED ASPHALT PAVEMENT AND BASE C.B. CATCH BASIN CO CLEANOUT 4 CONC. CONCRETE C.M.P. CORRUGATED METAL PIPE DB DITCH BOTTOM ' D.B.D.I. DITCH BOTTOM DROP INLET +'r ♦ #r; �•a • D.I. DROP INLET ,.; 164 t DENOTES PROPOSED 1" ASPHALT OVERLAY EL. ELEVATION , EP EDGE OF PAVEMENT r .: s ♦ i► • •'s EXIST. EXISTING F.F. FINISHED FLOOR F.H. FIRE HYDRANT GND. GROUND G.V. GATE VALVE HC HANDICAP H.E,R.C.P. HORIZONTAL ELLIPTICAL R.C.P. HP HIGH POINT INV. INVERT J.B. JUNCTION BOX L.F. LINEAL FEET LP LOW POINT 1........ TREE LEGEND 2....,... LTP LIGHT POLE WATER AND SANITARY SEWER PLAN 4........ Spot Elevation M.E.S. MITERED END SECTION SYMBOL DESCRIPTION 7........ M.H. MANHOLE DETAILS Pavement -_ -. PP POWER POLE O OAK Storm Drainage R.C.P. REINFORCED CONCRETE PIPE PINE R/W RIGHT -OF -WAY 0 PALM WY c.o. S/D SUB -DRAIN (UNDERDRAIN) rk CITRUS �4 TB TOP OF BANK ❑ OTHER AS NOTED ; TW TOP OF WALL Water Meter •' PLANNERS WK EDGE OF WALK SIZES AS SHOWN WM WATER METER NOTE: ONLY TREES 4" D.B.H. OR LARGER WV WATER VALVE HAVE BEEN LOCATED AND SHOWN. LEGEND GENERAL I DENOTES PROPOSED 1........ Right -of -Way or Property Line 2....,... PAVING AND DRAINAGE PLAN 3........ WATER AND SANITARY SEWER PLAN 4........ Spot Elevation �...'^ DRAINAGE DETAILS 6........ PAVING DETAILS 7........ Contour s"-`"� ............ DETAILS Pavement -_ -. D.I. CURB Storm Drainage mig D LATERAL Sanitary Gravity Main CHURCH OF SAINT BRENDAN WY c.o. PAVING AND DRAINAGE PLAN r[ CLEokRWATER PINELLAS COUNTY • Water Main W �4 F.H. G.V. . I B.J.H. m Force Main F ; Sub -Drain S/D Water Meter •' PLANNERS I e RECORD DRAWNG (AS- BUILT) CERTIFICATION This is to certify that the undersigned`erfgineer has performed spot inspection checks, has surveyed the location of the DETENT°tON .AREAS, determined the existing elevations of the DETENTION AREAS and OVERF VYSTR4Cr TURE. has surveyed the location of the STORM SEWERS and STRUCTURES1for°c`on�t ctio .Mete fined the existing elevations of the structures and has incorpo It d ttie.C>zark °f t ' t ion Record Drawing (AS- BUILT) information on this ' ` . '` RECORD DRAWING AS -BUILT LEGEND plan �! � STORM SEWERS - ; vTAT C Q- 280 LF or = Pipe lengths between _ a 4 280' Storm Sewer Structures. 5 30-97 "Sandy" Lloveras • ° S n °•'� a ``'E °.., ,Date }, 28.60-- = Top of Drop Inlet/Junction Box Florida Registered Engineer {Jo. 8508 Rim, Throat and4nvert- Elevations Florida Registered Land Surveyor No. 1762 } J S ' I SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST -. NOTES: 1. ALL ELEVATIONS SHOWN BASED. ON DATUM. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SU BJ ECT TO FIELD SURVEY. SHALL 3. ALL EXISTING UTILITIES • • BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM . . PLANS FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION • THEY MAY STAKE LOCATION THE EXACT OF A • ALL FACILITIES THEY CONSTRUCTION. MAY HAVE AFFECTING 6. THE STORMWATER DETENTION S.W.F.W.M.D. PERMITTING • - • - 0 1 DETENTION AREA NOTE: THIS DETENTION AREA DESIGNED TO MEET STATE AND LOCAL WATER QUALITY STANDARDS AND ATTENUATION REQUIREMENTS. FO + RAIN THIS AREA WILL HOLD WATER FOR A PERIOD • FOLLOWING HEAVY RAINS AND r PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF '' NTENANCE IS THE CONTINUING FUNCTION OF PROPERTY r �Il. , SHEET No. DESCRIPTION 1........ COVER SHEET 2....,... PAVING AND DRAINAGE PLAN 3........ WATER AND SANITARY SEWER PLAN 4........ DETENTION AREA DETAILS 5..,..... DRAINAGE DETAILS 6........ PAVING DETAILS 7........ WATER AND SANITARY SEWER DETAILS 8........ SITE CONSTRUCTION SPECIFICATIONS r 29228 U.S. HIGHWAY 19 N. A,0,0;9 R t s • t / , 014 7A +� - r1101 FINAL CONSTRUCTION PLANS 0 04 / VU1vf 157C,r �T�.� � / i I / ADDED COURTYARD DETAIL CHURCH OF SAINT BRENDAN PAVING AND DRAINAGE PLAN r[ CLEokRWATER PINELLAS COUNTY • PREPARED FOR: ;ROBERT N. LYNCH, BISHOP DIOCESE OF P.O. BOX 40200 PETERSBURG, Phone: (813) 344-1611 �4 s.: T.G. Radcliffe . I B.J.H. # !JOB No. 24784 ,. • STEVEN LLOVERAS, QAUR •' PLANNERS Phone: 784-3965 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA - r1101 FINAL CONSTRUCTION PLANS JOB No. 24784 SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST 61"VICPr�1"On CONCRETE SPI LLWAY -EXIST, SEE DETAIL AT RIGHT MANHOLE A/0 7V.41 R 5.47 zl®\\ C /1Z < 440' C3 z (3 rb M < 0 z NOTE U � I I , < LLJ SOD SLOPES AND BOTTOM TO 51 BEYOND TOP OF BANK. U 0 z , a) z 0 < NO SOD SHALL BE PLACED OVER FILTER. z b F V) 25 YEAR STORAGE VOLUME = 19,976 C.F. STORAGE 25 YEAR STORM H.W.L = 6,091k C, Uj z 0 WATER QUALITY TREATMENT VOLUME = 8,741 CfflT RAGE,,,, > j:-_ ji U 0 iz i i >_ 00 0 40' 10, 3 WATER QUALITY WATER LEVEL EL. X LJ ��CAILF IN F i 0 SLOPE FILTRATION SUB -DRAIN -4 91 SEE DETAIL SHEET No. 5 NOTE: 71= C3 D_ THIS PREVIOUSLY CONSTRUCTED z :7� BOTTOM ELEVATION DETENTION AREA SERVES ONLY AS A 0< I z 1 0 VARIES 3.5 TO 4.5 8� CONVEYANCE. ALL STORAGE IS PROVIDED' - IN THE WEST DETENTION AREA. NO Z)l DETENTION AREA S"rlu T10h 1 I N MODIFICATIONS ARE PROVIDED HEREIN, TYPICAL WE' NOT TO SCALE HEADWALL t 13" "V. = 5.15 DETENTION AREA NOTE: THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALITY STANDARDS AND ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. MAINTENANCE IS THE CONTINUING FUNCTION OF THE PROPERTY OWNER. ,EXISTING NORTH DETENTION AREA 7 z =3 T I RECORD DRAWING (AS-BUILT) LEGEND STORM SEWERS - 280 LF or = Pipe lengths,between 280 Storm Sewer Structures. 28.60 = Top • Drop Inlet/Junction Box Rim, Throat and Invert Elevations SHEET No. DESCRIPTIOR, AND DRAINAGE PLAN 3 ........ WATER AND SANITARY SEWER PLAN 4 ........ DETENTION AREA DETAILS 5 ........ DRAINAGE DETAILS 6 ........ PAVING DETAILS 7 ........ WATER AND SANITARY SEWER DETAILS 8 ........ SITE CONSTRUCTION SPECIFICATIONS ----------- T A a A A JOB No. 24784 0 <,so& :10 Saddle V- T.. Side Cdch G,nde ZI_ 21 ij )40- Less 'han CA I I NOTE: See sheet 6 for details and rvote-3 15' LOCAL DEPRESSION '-PRCFI[E GRADE ASPYLALT CONCRETE GROUND GRATE ELEV. ELEV. PERIMETER BEAM ,,';-PRE-CAST UNIT OR CAST IN PLACE PER PINELLAS COUNTY SPECIFICATIONS. NI l INVERTER CROWN PAWT 2 2- ANGLE `\ PERIMETER - MORTAR ON INSIDE GROUTED 114 1/2 BEAM 48 CORDELL A A 1 1/2 CLEAR I CONCRETE PERIMETER BEAM REINFORCED W/4 - #4 '6 BARS CONT. ALL AROUND [:I • AND #2 STIRRUPS AT 12- 1/g ti E16N NOT TO SCALE A L STEEL GRATE TYPE "D" ,FACTORED BY U.S. CORPA No.6226)OR -_D EQUAL, A -1 27 6 2 CONCRETE PREIMETER BEAM- REINFORCED w/4 -'r 4 BARS CONT. ALL AROUND AND 2 STIRRUPS AT 12". a DESCRIPTION 2_. 2' ANGLE HZON GROtIILP ------------------ DARCEY'S LAW) CEAV SUB-DRAIN l BOTTOM CONC.SLAB MINIMUM His!DE HEAD PkL CA',l UNIT OR DIMENSION AT BASE INCR DIST. CAST III PlACE PER 31-9 x 28 (10 SF PIPE PjiEHAS COU N Al LEVEL W/L TO SPLCiFICATION', VOLUME HOUR IMUM.) GRAD. WIRE Q=KIA FLOW 4' At[ AW)Iqil) NOTE! AIL CONCRETE C/L (FT) • TO DE 3000 P.S.I. 44 20: - I=H/TD GROUND GRATE ELEV. ELEV. PERIMETER BEAM ,,';-PRE-CAST UNIT OR CAST IN PLACE PER PINELLAS COUNTY SPECIFICATIONS. NI l INVERTER CROWN PAWT 2 2- ANGLE `\ PERIMETER - MORTAR ON INSIDE GROUTED 114 1/2 BEAM 48 CORDELL A A 1 1/2 CLEAR I CONCRETE PERIMETER BEAM REINFORCED W/4 - #4 '6 BARS CONT. ALL AROUND [:I • AND #2 STIRRUPS AT 12- 1/g ti E16N NOT TO SCALE A L STEEL GRATE TYPE "D" ,FACTORED BY U.S. CORPA No.6226)OR -_D EQUAL, A -1 27 6 2 CONCRETE PREIMETER BEAM- REINFORCED w/4 -'r 4 BARS CONT. ALL AROUND AND 2 STIRRUPS AT 12". a OTTOM OF 414MFR -1 ,4 2D ELEV. = " � 5 r d'FILTRATION SUB -DRAIN INV. = INV. ELEV - 51 IT 698 RE'l I x Er #10 WIRE MESH SECTION A-A, N.T.S. 18 "DIAMETER ALUM. SKIMMER \1L 12" WIDE SLOT BEHIND SKIMMER 0 0 0 0 5 /16" S.S. BOLT 1 ---- 0 OR WELD 12" MIN. 0 ALUMINUM ANGLE-// LI SKIMMER SIDE VIEW TOOL A 1/2- RADIUS 6. 1 1/2" CLEAR--4- I CONC. PERIMETER BEAM W/ 4 - #4 REBAR CON'T ALL AROUND AND #2 STIRRUPS 0 12" O.C. 13 OVERFLOW CONTROL STRUCTURE DETAILS SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 VkST 0 DESCRIPTION 1........ 6" FILTRATION DARCEY'S LAW) PAVING AND DRAINAGE PLAN SUB-DRAIN l BOTTOM CONC.SLAB (1E2"T;WI@ HORIZONTAL SLOT HEAD 447 X 52" X 8" THICK T ELEV. INCR DIST. HYD. BOTTOM ELEV. - A528 3- - 3/8- GRAVEL ro A LEVEL W/L TO R.C.P. j VOLUME HOUR IMUM.) GRAD. SKIMMER: 18" DIAMETER Q=KIA FLOW TIME ALUMINUM CUT IN C/L (FT) • HALF-WELD OR BOLT TO 44 20: - I=H/TD 2" X 2" ALUMINUM E �4 4'. 6" TOP ELEV. - . 6.11 36" ANGLE IRON FRAME AND 24' X 32' STEEL GRATE TYPE C- BOTTOM ELEV. V) (FT) ' MANUFACTURED BY FLORIDA STEEL (RED HEAD ANCHOR BOLT CORPORATION OR APPROVED EQUAL TOP VIEW 7GRATE TO SIDE OF BOX) 5 AVERAGE CENTERLINE N.T.S FILTER SAND 1.038 355.8 ELEV. TOP OF SKIMMQ_ ELEV. =,6*!f 6. 8" PRECAST CONCRETE WALLS .3 TO COMPLY WITH F.D.O.T. INDEX No. 200 BOTTOM OF SWI, TRANSITION SLOPE 511 I= Iff OVER TOP OF PIPE ELEV. 2- CLEAN SAND -THIS FlLfPATION �Iff ��T, OTTOM OF 414MFR -1 ,4 2D ELEV. = " � 5 r d'FILTRATION SUB -DRAIN INV. = INV. ELEV - 51 IT 698 RE'l I x Er #10 WIRE MESH SECTION A-A, N.T.S. 18 "DIAMETER ALUM. SKIMMER \1L 12" WIDE SLOT BEHIND SKIMMER 0 0 0 0 5 /16" S.S. BOLT 1 ---- 0 OR WELD 12" MIN. 0 ALUMINUM ANGLE-// LI SKIMMER SIDE VIEW TOOL A 1/2- RADIUS 6. 1 1/2" CLEAR--4- I CONC. PERIMETER BEAM W/ 4 - #4 REBAR CON'T ALL AROUND AND #2 STIRRUPS 0 12" O.C. 13 OVERFLOW CONTROL STRUCTURE DETAILS SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 VkST 0 REQUIRED STORAGE VOLUME : 3 ADD ;9 0k,5RFZ0W S7R11C7U1zf RECORD DCA AIIA16 OA 7,q 1 qw- 5-9 ,t[,,, U) 1.211 Ac.x43560 16 8741 CUBIC FEET (D 8741 CUBIC FEET STORAGE AVAILABLE Noj_ DATE I REVISIONS DRN. CKD.APP CHURCH OF SAINT BRENDAN z I RECORD DRAWNG (&S BUILT) CERTIFICATION This is to certify that the ciftewigned engineer has performed spot inspection checks, has Lv v sey,W,tHL'*I0G0 'CIfit"09.9WARF&STRUCTURE, determined the existing elevations of j6VE4'FS6W%4_R rr I;lRF'a6d_-`ffa_ 711MIN ated the Clark Hunt Construction Record Drawing RECORD DRAWING (AS-BUILT) LEGEND rZj,0_j,9rrr'tatjor) on this pla'n. STORM SEWERS - 280 LF or Pipe lengths between 280' Storm Sewer Structures. 5-3o-97 aji n Date 28.60 = Top of Drop Inlet/Junction Box F ro 'R P)gineer No. 8508 Rim, Throat and Invert Elevations Florid -RD n' Serve g r W�d'S'Ilu evor No. 1762 SHEET No. DESCRIPTION 1........ (USING DARCEY'S LAW) PAVING AND DRAINAGE PLAN 3........ FILTER FABRIC SHALL BE PROPEX 4545 4........ WATER HEAD INCR AS MANUFACTURED BY AMOCO FABRICS CO. rPPROVED INCR DIST. HYD. AREA 3- - 3/8- GRAVEL OR EQUAL WITH A PERMEABILITY C 0 EFFICIMIN ENT OF 0.20 CM./SEC. (23.62 FT,/ LEVEL W/L TO HEAD VOLUME HOUR IMUM.) GRAD. 3 Q=KIA FLOW TIME WATER QUALITY � �TM WATER LEVEL C/L (FT) • (CF) (CF) MEDIA I=H/TD A=LxW C.F.H Ql+Q2/2 6" BASIN J BOTTOM EL. = 3.50 (V) V) (FT) ' (SF) rY (HOURS) 5 AVERAGE CENTERLINE 8741 FILTER SAND 1.038 355.8 SUB .DRAIN EL. = 2.50 .3 18012 .76 1682.45 1.07 2- CLEAN SAND -THIS FlLfPATION 2.2 6938.2 2.49 .884 MEDIA SHALL HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER 1363.09 .3 AND A EFFECTIVE GRAIN SIZE OF 1775.48 3/9- GRAVEL 0.20 Mkt To 0.55 MM IN ORDER TO FILTER THE FIRST 1/2- OF RUNOFF 4.4 1.9 AT A RATE OF 5.42 FT./ HOUR MIN. 2.61 .727 30 MIL POLTETHYENE IMPERVIOUS 841.53 MEMBRANE WATER BARRIER G" P.V.C. SUB DRAIN PIPE 1748.2 ( 360- PERFORATIONS ) 639.91 2.73 INV.=2.00 AT OVERFLOW STRUCTURE 3414.6 WATER O UALITY FILTRATION k I SUB-DRAIN 438.3 NOT TO SCALE .3 1720.92 BASIN TOTAL CITY OF CLEARWATER DRAINAGE COMPUTATIONS 5.74 STAGE STORAGE TABULATION 1_3 1693.6 W/L (FEET) STORAGE (C.F.) (ACRE FT.) 1. DRAINAGE AREA = 3.211 AC. 160.87 2. PREDEVELOPMFNT CONDITION USED IS VACANT .3 3.6 S.2 .0001 3. DESIGN CRITERIA = 25 YEAR STORM, 1 HOUR DURATION (3.6 VHOUR) 3.7 37.4 .0009 4. NATURAL "C" = 0.20 3.8 121.8 .0028 5. DEVELOPED "Cw" 3.9 283.5 .0065 60.87% PERVIOUS x 0.20 = 0.12 SUBDRAIN LENGTH 4.0 547.6 .0126 39.13% IMPERVIOUS X 0.90 = 0.35 4.1 939.5 .021 TOTAL Cw 0.47 L.W.1,. 4.2 1484.1 .0341 3.5 Ft.-(N.G.V.D) 4.3 2206.7 .0507 FILTRATTON STORAGE 4.4 313' ' . 4 .0719 6. PREDEVELOPMENT TIME OF CONCENTRATION = 15 MINE. 4.5 4286.5 .0984 AVERAGE CENTERLINE 4.6 5151.4 .1183 ELEVATION= 2.5 Ft. -(N.G.V.D.) 4.7 6031.8 .1385 PREDEVELOPMENT RATE OF RUN-OFF 5600 4.8 6928.0 .1590 (ALLOWABLE RATE OF RUN-OFF) 4.9 7840.2 .1800 - AT TILT. WATER 5.0 8768.5 .201314 3.211 Ac. x 0.20 x 62 "/hr.= 3.98 C.F.S. 5.1 9713 .2 .2230 5.2 10674. 4 .2451 5.3 11652.5 .2675 SIZE OF OUTLET ORIFACE 5.4 12647.5 .2903 5.5 13659.7 .3136- Q= A x 0.62 x,. 2GH 5.6 14689.3 .3372 5.7 15736.5 .3613 3.98 = A x 0.62 x .1 2 x 32.2 x 1.09 / 2 5.8 16801.5 .3857 5.9 17884.5 .4106 A = 1.08 S.F. 6.0 18985.8 .4359 -4 L = 0.99 FT. 6.1 20105.4 .4616 6.2 21243.7 .4877 6.3 22400.9 .5143 REQUIRED ATTENUATION STORAGE: 6.4 23577.0 .5413 6.5 24772 .5 .5687 02 3.211 Ac. x 3.6 "Mr. x (0.47-0.20) x 6 11,235 C.F. 6.6 25987.3 .5966 6.7 27221.9 .6249 REQUIRED WATER QUALITY STORAGE VOLUME: 6.8 28476.3 .6537 6.9 29750.8 .6830 3.211 Ac. x 43,560 x 0.75 /12 = 8,741 C.F. 7.0 31045.5 .7127 7.1 32360.8 .74 7.2 33696.7 .7736 7.3 35053.5 .8047 7.4 36431.5 .8364 FILTER DRAWDOWN ANALYSIS 7.5 37830.7 .8685 REQUIRED STORAGE VOLUME : 3 ADD ;9 0k,5RFZ0W S7R11C7U1zf RECORD DCA AIIA16 OA 7,q 1 qw- 5-9 ,t[,,, U) 1.211 Ac.x43560 16 8741 CUBIC FEET (D 8741 CUBIC FEET STORAGE AVAILABLE Noj_ DATE I REVISIONS DRN. CKD.APP CHURCH OF SAINT BRENDAN z I RECORD DRAWNG (&S BUILT) CERTIFICATION This is to certify that the ciftewigned engineer has performed spot inspection checks, has Lv v sey,W,tHL'*I0G0 'CIfit"09.9WARF&STRUCTURE, determined the existing elevations of j6VE4'FS6W%4_R rr I;lRF'a6d_-`ffa_ 711MIN ated the Clark Hunt Construction Record Drawing RECORD DRAWING (AS-BUILT) LEGEND rZj,0_j,9rrr'tatjor) on this pla'n. STORM SEWERS - 280 LF or Pipe lengths between 280' Storm Sewer Structures. 5-3o-97 aji n Date 28.60 = Top of Drop Inlet/Junction Box F ro 'R P)gineer No. 8508 Rim, Throat and Invert Elevations Florid -RD n' Serve g r W�d'S'Ilu evor No. 1762 SHEET No. DESCRIPTION 1........ (USING DARCEY'S LAW) PAVING AND DRAINAGE PLAN 3........ WATER AND SANITARY SEWER PLAN 4........ WATER HEAD INCR TOTAL INCR DIST. HYD. AREA FLOW AVG. INCR LEVEL W/L TO HEAD VOLUME VOLUME FILTER GRAD. FILTER Q=KIA FLOW TIME IN C/L (FT) • (CF) (CF) MEDIA I=H/TD A=LxW C.F.H Ql+Q2/2 (-T) BASIN S/D (-H) (V) V) (FT) ' (SF) C. F.H (HOURS) 5 2.5 8741 2.41 1.038 355.8 2001.82 .3 18012 .76 1682.45 1.07 4.7 2.2 6938.2 2.49 .884 284.6 1363.09 .3 1775.48 1102.31 1.61 4.4 1.9 5162.8 2.61 .727 213.5 841.53 .3 1748.2 639.91 2.73 4.1 1.6 3414.6 2.82 .568 142.3 438.3 .3 1720.92 299.58 5.74 3.8 1_3 1693.6 3.12 .417 71.2 160.87 .3 1693.64 80.43 21.06 TOTAI,TTMI3= 32.21 HOURS SUBDRAIN LENGTH = 75 FEET L.W.1,. or BOTTOM ELEVATION= 3.5 Ft.-(N.G.V.D) FILTRATTON STORAGE WATER LEVEL= 5 Ft.-(N.G.V.D.) AVERAGE CENTERLINE OF SUBDRAIN or CONTROL ELEVATION= 2.5 Ft. -(N.G.V.D.) WATER SURFACE AT L.W.L.= 5600 S.F. WATER SURFACE AT TILT. WATER LEVEL= 6054.667 S.F. DRAINAG17 AREA= 3.211 ACRES REQUIRED STORAGE VOLUME : 3 ADD ;9 0k,5RFZ0W S7R11C7U1zf RECORD DCA AIIA16 OA 7,q 1 qw- 5-9 ,t[,,, U) 1.211 Ac.x43560 16 8741 CUBIC FEET (D 8741 CUBIC FEET STORAGE AVAILABLE Noj_ DATE I REVISIONS DRN. CKD.APP CHURCH OF SAINT BRENDAN z I RECORD DRAWNG (&S BUILT) CERTIFICATION This is to certify that the ciftewigned engineer has performed spot inspection checks, has Lv v sey,W,tHL'*I0G0 'CIfit"09.9WARF&STRUCTURE, determined the existing elevations of j6VE4'FS6W%4_R rr I;lRF'a6d_-`ffa_ 711MIN ated the Clark Hunt Construction Record Drawing RECORD DRAWING (AS-BUILT) LEGEND rZj,0_j,9rrr'tatjor) on this pla'n. STORM SEWERS - 280 LF or Pipe lengths between 280' Storm Sewer Structures. 5-3o-97 aji n Date 28.60 = Top of Drop Inlet/Junction Box F ro 'R P)gineer No. 8508 Rim, Throat and Invert Elevations Florid -RD n' Serve g r W�d'S'Ilu evor No. 1762 SHEET No. DESCRIPTION 1........ COVER SHEET 2........ PAVING AND DRAINAGE PLAN 3........ WATER AND SANITARY SEWER PLAN 4........ DETENTION AREA DETAILS 5........ DRAINAGE DETAILS 6........ PAVING DETAILS 7........ WATER AND SANITARY SEWER DETAILS 8........ SITE CONSTRUCTION SPECIFICATIONS DRAINAGE DETAILS CLEARWATER PINELLAS COUNTY elv"""',�LORIDA PREPARED FOR: DATE: APRIL 22,1996 APPROVED BY- ROBERT N. LYNCH,BISHOP clifte A DIOCESE OF ST. PETERSBURG 161:121151111111. P.O. BOX 40200 ST. PETERSBURG, FL 33743 2000'F SAN DY";-. 1 Phone: (813) 344-1611 FLA. ENGINEER' t o .8508 191#1 alz 51"Vz. FLA SURVEY R'S o.� 1762 4 /v,\N LLO ERAS, BAUR & STEVEN T ENGINEERS - SURVEYORS - PLANNERS • Phone: (813) 784-3965 Fax: (813) 784-8153 • • "6000 ilcZ Ule-UWAY 10 kJ ri n/,_ — r-i K k 6L, t K ( i A k ' L-I A I 1 -7 1 - -)mkt 2-- E-A5T- FALA71/�A HOLLY - ?-I— pimn r\4P)AK HAW TIC OFN 3-QUEF-H PAL,�l Zo- 55 - F1 1 INPIA�,; HAWM 5 E- 4. —1 I I I 'q k, I I,, \ ',-7, 1 r; i --Q i I/ N 1-j ( I I— X 70 - PWA;�l- I U WR I IN t IK111113=21�� *-W ilj� N SPECIFICATIONS I Phoenix Dactylifera "Zahedii" Zahedii Date Palm 1 10' Clear Trunk, Matched Trunk, 22" Caliper Syagrus Romanzoffiana Queen Palm (Grey Trunk) UKOAM Lr) W) Pygmy Date Palm in 6' Overall Height, Double Ilex X Attenuata "East Palatka East Palatka Holly 10' Ht X 4' Spd, 2" Caliper, 30 Gallon �-A Bird of Paradise z 24" Ht X 24" Spd, 7 Gallon 1llllllllllllllllllM um Oleander Pink Oleander 30" Ht X 2411 Spd, 3 Gallon U) Philodendron Selloum Philodendron 124 Ht X 2411 Spd, 3 Gallon Pittosporum Tobira "Variegata" Variegated Pittosporum 18" Ht X 18" Spd, 3 Gallon Ilex Cornuta "Dwarf Burford" Dwarf Burfordi Holly 18 Ht X 18 Spd, 3 Gallon Ixora "Nora Grant" W z • 18 Ht X 18 Spd, 3 Gallon Raphiolepis Indica Pink Indian Hawthorn 15" Ht X 18" Spd, 3 Gallon • Z FD;arf Jasmine 18't Spd, 6ppp Min, I Gallon PWAF*-, BURFOPI,2i HOLL) I R P OF FA RA 2 15 F- 3 L1--5F-WC1H I—PY6I r- PA 7,E PAL-r-1 Ar2l5� I r-- 10 - Pik OL E A K 9P- F, E31 F 7 01:::- FA FA 2 15 � 20 — PWAr�F- LANDSCAPE INSTALLATION NOTES: ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, GRADES AND PKININ lllli� 111 1 ill I 101111111ml 11 1 r I Scale 1/811 = 11-01; Lr) W) in CL co • U. z C*l 1llllllllllllllllllM -j W LL z U) U, < cc 0 • W z • z • Z W cl: U W U) as I. da O i LA, M T I N G A �, F-A u lk 1 r7A\1f. - 1:2 C:, 7/o INTERLO(_ N(,7 C0WC,KE7E PAVE:_-M`,'S At;;HERE_ TO �,ONC T WITH T HP,4 SET MC)PTAF, MOTt_= ' CF-WTEF, OKI NE AMP.5F, LORQE95, HOLLAKK2ALE TWHI, N -------------- HOLLANPA'E-1 fP EVGE RATTEFN STATUE PODIUM DETAIL FY - IF I V_51_.�T PRINT DATE '--)T D I mt�1018 5 17 E_ E L Al ki 63 L I=- F R A 11E A R E5 U RST I ED HOLLA�4PALE THIN PAVRF�':�) (_iA LVA W I Z&9=- P f= 1 N 1,5 H I I F k I ; 14 - _411cl w N d I 3: u a: rt u U � j • o 0 13: U. u C/) co i co CSI Q W) w in c1c co C; CID cl: 0 W4 zp J LL ILI ce. j • rx V_ uj w z Cl M Z ce o z V_ cc M w U) X u Iwo '--)T D I mt�1018 5 17 E_ E L Al ki 63 L I=- F R A 11E A R E5 U RST I ED HOLLA�4PALE THIN PAVRF�':�) (_iA LVA W I Z&9=- P f= 1 N 1,5 H I I F k I ; 14 - _411cl w N d I 3: u a: rt u U � j • o 0 13: U. u C/) z w c1c co / DENOTES OPEN SPACE WITHIN VEHICULAR USE AREA 10 2c ` SITE DATA TABLE: R GENERAL LEGEND EXISTING DENOTES PROPOSED Right-of-Way or Property Une SITE DATA: E EXISTING P PROPOSED OR Spot Elevation P/8P ' N N64 USE: C CHURCH C CHURCH N Contour LOT AREA (SO. FT. AND ACRES) Pavement GROSS AREA (WITHIN PROPERTY 3 3.211Ac. 3 3.211 Ac. 1 -F 1 Storm Drainage (139.884S.F.) ( (139.884S.Fj ( Sanitary Gravity Main UPLAND DEVELOPABLE LAND AREA: N N/A N N/A N N/A LOT WIDTH: 2 260' 2 268' 1 100'yNin. LOT DEPTH: 5 -FMr- Force Main 14 FM DENSITY (BASED ON NET ACREG): N N/A N N64 N & Water Meter 0 DENOTES OPEN SPACE WITHIN VEHICULAR USE AREA 10 2c ` SITE DATA TABLE: R REQUIRED SITE DATA: E EXISTING P PROPOSED ZONING DISTRICT: P P/8P P P/8P ' N N64 USE: C CHURCH C CHURCH N N/A LOT AREA (SO. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY 3 3.211Ac. 3 3.211 Ac. 1 1.D Ac. Min. LINES): ( (139.884S.F.) ( (139.884S.Fj ( (43.5608.FJ UPLAND DEVELOPABLE LAND AREA: N N/A N N/A N N/A LOT WIDTH: 2 260' 2 268' 1 100'yNin. LOT DEPTH: 5 545' 5 545' 1 100'0Yin. DENSITY (BASED ON NET ACREG): N N/A N N64 N N/A BUILDING COVERAGE (GO.FT. 1 10.182Gf. 1 18.824G.F. 6 62.947S.F. AND IN, DF GROSS G)TE): ( (7.28%) ( (13.4696) ` ( (45%) GROSS FLOOR AREA AND (F.A.R.): 1 10.182 8.F.(0.073) 1 18.824 G.F.(0.135) 1 139.884 Gf.(1.000) SETBACKS FRONT: 6 63' 6 68' 3 35' SIDE: 7 70y 7 78' 1 19.5' REAR: 1 19I+/- 2 27.5' BETWEEN STRUCTURES: N N/A N N/A N N/A WATERFRONT SIDE: N N/A N N/A N N/A REAR: N N64 N N/A N N/A MBGHl[ S SO'yWax. WITH BONUS PROVISIONS N N/A N N/A N N/A (IF APPLICABLE) PAVED VEHICULAR AREAS 2 21.223S.F. 2 2D.875 8.F. N N/A ' SQ. FT. AND (%(]FG|TE): ( (15.175&) ( (20J19&) OPEN SPACE TOTAL FOR THE LOT 1 104.362 S.F. 8 85.142G.F. 3 34.971 G.F. 8O. FT. AND (&DF6|TE): ( (74.61 %) ( (60.87%) ( (25.00%) FOR THE FRONT YARD 8[J.FT. a 7 7.070G.F. 7 7.070 8.F 5 55%x260'= (% OF REQUIRED FRONT YARD) ( (77.6996) ( (77.69%) SDO68.F. CLEAR SPACE (WATERFRONT N0\ N/A NIA PROPERTY) / | EXTERIOR PERIMETER BUFFERS: 10' 10' 10' / PARKING LOT INTERIOR . LANDSCAPING SQ. FT. AND N/A TOTAL NEW VEHICULAR RE{l'D6& (%OF PAVED VEHICULAR USE AREA= 67,g59 S�F AREAS): REQUIRED LANDSCAPING 4REA= 6 %x20.975S.F=|739G.E REQUIRED PARKING: 1GPACB3 SEATS |N ASSEMBLY AREA (OR 1BPACB3DG.F.OFASSEMBLY AREA WHICHEVER |SGREATER) 45O8EAT8/3=15O SPACES REQUIRED | PARKING AVAILABLE: 8 EXISTING PAVED SPACES +131 EXISTING GRASS SPACES + ' 1O PROPOSED PAVED SPACES | =155 SPACES TOTAL PROJECT ARCHITECT. 19353 U.S. 19 North, Suite 101 Clearwater, Florida 34624 Phone: (813) 535- 4585 NOTE: MAXIMUM OCCUPANCY OFM SANCTUARY AREA IS 450 \ � Permitting ' ! `Certification ism��@u�6�v�� Before the Citv can issue building permits, the applicant mu t compIcte the following actions: ! \ 1) Obtain and furnish evidence of afl applicable permits from other governmental agencies including but vm limited mo copy n« the uv/mvxm» permit um Clearwater Environmental Management. 2) Acquire clearing and grubbing and tree removal permits or n no tree verification ibno from . Environmental Management. A221icant must complete the following as indicated: / 3) Obtain the requisite huUoing permits within one(l) year from the site plan certification date mprevent expiration of the site plan certification. 4) Obtain the requisite certificate(s) of occupancy within three years of the site plan certification date to ' prevent expiration ofthe site plan certification. _ SIXAMAK kS CAPRI-.21,11's 7351; .�NIERSETS;jh 700 ISLAND jDIAMONO ISLE o Pon ISLAND T ARD TOWER. CLIPPER COVE 333 ISLAND WAY (DOLPHIN P 'I PALIA PROJECT i[FFS- 5TJH�� LOCATION ORSiA SEAGULL EEACH GE ORES- FOINTCLEARWAT- Location Map Not To Scale DESCRIPTION From the P.R.M. at the northwesterly corner ofthe intersection of, Island ' Way and Windward Passage as shown on the plat mf Unit 5. Island Estates of Clearwater (see Plat Book S1. Page 34.Public Records of Pinellas County, Florida) run N.88"38'5A^Ni along the northerly hght-of-vvay line of Windward Passage, 375.U0 feet; thence run northerly along the westerly hgUt-of-xxay line Of Larboard Way (see (].R. Book 2873. Page 143. Public Records o[ Pinellas County, Florida) ong curve to the left of4S3S feet radius (chord bearing N.00013'83^VV. chord distance 190.07 feet) 1QO.O8 feet for a Point of Beginning; thence run N.88"3B'58^W..S4.28 feet; thence run N.48"23'41^Ni along o line parallel tu and 1QU feet northeasterly oy the northerly hght-of-vYay line of Windward Passage, 313.58feet; thence run 0.D4"3U'U3^VV,212.53 feet; thence run northeasterly along a curve tu the left ofaSO foot radius (chord bearing N.4Ou3G'1S"E chord distance 8Ofeet) 82.73 feet; thence run N.4D0`G'1Q^E,4.42feet; thence run northeasterly along a curve to the right of11O feet radius (chord bearing N.61"13'4Q^E.. chord distance 77'5O feet) 78.1Qfeet; thence run N' 81"51'18^E ' along o westerly extension of the southerly right-of-w/ay line o[ Dory Passage (see O.R. Book 2873. Page 143. Public Records of Pinellas County, Florida) 185.O3 feet; thence run southerly along the westerly hght-of-vvay|inaof Larboard Way una curve \o the right of4Q35 feet radius (chord bearing S.D4"3O'U3"E. chord distance 547.48 feet) 547.76 feet to the P.O.B. Containing 3.2113 acres, more or less: Together with: 8n easement for ingress and egress and for utilities over the presently constructed westerly extension of Dory Passage from Larboard Way 10 the northwesterly corner of the above described property. GENERAL NOTES: 1. ALL ELEVATIONS ARE BASED pNNf.VDATUK0.,CC}NTOUR|NTERVAL =ONE FOOT. _ 2. ALL DIMENSIONS ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. ' 4� ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM CITY ATLAS SHEETS, -AS'BU|LT PLANS, AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION DF ALL EXISTING UTILITIES PRIOR TQCONSTRUCTION. � ' 6. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED ' COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TOCOMMENCING CONSTRUCTION GO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. ^ O. THIS SITE LIES WITHIN THE CITY OFCLEARVVATER WATER AND SANITARY SEWER SERVICE AREA. 7.APiNELLAS COUNTY UTILITY LICENSE !8 REQUIRED FOR ALL WORK WITHIN COUNTY R}GHT-DF-WAY. D. THE GTORK8VVATER DETENTION SYSTEM |8 SUBJECT TOG)W.F.W.K8.O' PERMITTING PROCEDURES. 11 BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED 0NP|NELLAQ COUNTY BENCH MARK No. 144"A&RAL8.B_=12)SO7UNADJUSTED. FLOOD ZONE NOTE: THIS SITE LIES |N FLOOD ZONE -AE~ L11) AND FLOOD ZONE 7\E~ (EL.12) PERFL[]OD|NGURANCERATEK8APCOK8MUN|TYPANEL No. 125V9ODO07. DATED AUGUST 19.1SQ1. NATIONAL FLOOD ' INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY llMlllllllr1r4=zE r__ CHURCH OF SAINT BRENDAN CERTIFIED SITE PLAN PREPARED FOR: DATE: APRIL 8,1996 APPROVED BY: ROBERT N. LYNCH, BISHOP IDES.: T.G. Radcliffe DIOCESE OF ST. PETERSBURG P.O. BOX 40200 Phone: (813) 344-1611 S-.-�'SADT71_131V_El FLA. SURVEYOR'S REGIST 6 VEHICULAR USE AREA LANDSCAPE PLAN ENGINEERS - SURVEYORS - PLANNERS Phone: (813) 784-3965 Fox: (813) 784-8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 34621 DESCRIPTION From the P.R.M. at the northwesterly corner ofthe intersection of, Island ' Way and Windward Passage as shown on the plat mf Unit 5. Island Estates of Clearwater (see Plat Book S1. Page 34.Public Records of Pinellas County, Florida) run N.88"38'5A^Ni along the northerly hght-of-vvay line of Windward Passage, 375.U0 feet; thence run northerly along the westerly hgUt-of-xxay line Of Larboard Way (see (].R. Book 2873. Page 143. Public Records o[ Pinellas County, Florida) ong curve to the left of4S3S feet radius (chord bearing N.00013'83^VV. chord distance 190.07 feet) 1QO.O8 feet for a Point of Beginning; thence run N.88"3B'58^W..S4.28 feet; thence run N.48"23'41^Ni along o line parallel tu and 1QU feet northeasterly oy the northerly hght-of-vYay line of Windward Passage, 313.58feet; thence run 0.D4"3U'U3^VV,212.53 feet; thence run northeasterly along a curve tu the left ofaSO foot radius (chord bearing N.4Ou3G'1S"E chord distance 8Ofeet) 82.73 feet; thence run N.4D0`G'1Q^E,4.42feet; thence run northeasterly along a curve to the right of11O feet radius (chord bearing N.61"13'4Q^E.. chord distance 77'5O feet) 78.1Qfeet; thence run N' 81"51'18^E ' along o westerly extension of the southerly right-of-w/ay line o[ Dory Passage (see O.R. Book 2873. Page 143. Public Records of Pinellas County, Florida) 185.O3 feet; thence run southerly along the westerly hght-of-vvay|inaof Larboard Way una curve \o the right of4Q35 feet radius (chord bearing S.D4"3O'U3"E. chord distance 547.48 feet) 547.76 feet to the P.O.B. Containing 3.2113 acres, more or less: Together with: 8n easement for ingress and egress and for utilities over the presently constructed westerly extension of Dory Passage from Larboard Way 10 the northwesterly corner of the above described property. GENERAL NOTES: 1. ALL ELEVATIONS ARE BASED pNNf.VDATUK0.,CC}NTOUR|NTERVAL =ONE FOOT. _ 2. ALL DIMENSIONS ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. ' 4� ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM CITY ATLAS SHEETS, -AS'BU|LT PLANS, AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION DF ALL EXISTING UTILITIES PRIOR TQCONSTRUCTION. � ' 6. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED ' COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TOCOMMENCING CONSTRUCTION GO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. ^ O. THIS SITE LIES WITHIN THE CITY OFCLEARVVATER WATER AND SANITARY SEWER SERVICE AREA. 7.APiNELLAS COUNTY UTILITY LICENSE !8 REQUIRED FOR ALL WORK WITHIN COUNTY R}GHT-DF-WAY. D. THE GTORK8VVATER DETENTION SYSTEM |8 SUBJECT TOG)W.F.W.K8.O' PERMITTING PROCEDURES. 11 BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED 0NP|NELLAQ COUNTY BENCH MARK No. 144"A&RAL8.B_=12)SO7UNADJUSTED. FLOOD ZONE NOTE: THIS SITE LIES |N FLOOD ZONE -AE~ L11) AND FLOOD ZONE 7\E~ (EL.12) PERFL[]OD|NGURANCERATEK8APCOK8MUN|TYPANEL No. 125V9ODO07. DATED AUGUST 19.1SQ1. NATIONAL FLOOD ' INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY llMlllllllr1r4=zE r__ CHURCH OF SAINT BRENDAN CERTIFIED SITE PLAN PREPARED FOR: DATE: APRIL 8,1996 APPROVED BY: ROBERT N. LYNCH, BISHOP IDES.: T.G. Radcliffe DIOCESE OF ST. PETERSBURG P.O. BOX 40200 Phone: (813) 344-1611 S-.-�'SADT71_131V_El FLA. SURVEYOR'S REGIST 6 VEHICULAR USE AREA LANDSCAPE PLAN ENGINEERS - SURVEYORS - PLANNERS Phone: (813) 784-3965 Fox: (813) 784-8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 34621