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2201 COACHMAN RD NE.. .. .. .. .. _ i ,w Regular (9' x 19') .. +w: .. -. ,. <.. :.. ,,. -. �... '.� •. .,: �.,. . .�.. � .; �.. .. .... r. . 3. . H .. .i 0 � Ji '. �. *. � 8,560 1,630 ... . +.. .r s-k •, _. i 4A': -.. .. i'.. .i' ..a.' _:i RYA , .. - - _... .. -.. - Ysv..r ,.. _- J t,.. ..r .. �£ �� _. _x P, �w z - - t et ....�. - .t ... -- _. s..... w c Y.. .1/n .1/.b. .e .. wv 0 GRASS & LANDSCAPING 0.20 59,154 11,830 4.61 14,607 2,921 RETENTION AREA (DHWL) 1 1.00 1 0 1 0 1 5,678 _ TOTAL 59,154 SAC 7 TWP 2 g S., RNG, 16 E. � NOTE TO CONTRACTOR: I.) ALL 'ABOVE GROUND AND BELOW GROUND UTILITIES MUST BE LOCATED BEFORE STARTING ANY WORK ON SITE. CALL SUNSHINE AT (1 -800- 432- 4110) AND FLORIDA POWER AT (1813- 842 -9591) A MIN. OF 48 HOURS BEFORE STARTING ANY WORK, FOR UTILITY LOCATIONS. 2.) INSTALL SILT SCREEN AROUND PERIMETER OF CONSTRUCTION -.SITE BEFORE STARTING ANY WORK. SEE SHEET C--3 FOR SILT SCREEN DETAIL. -*-<>-* I CONCRETE RAMP I ® Q �-� SS MH 1 Q TOP -72.88 1 v 1- 0 s6a LO �o 3� Q O SO M11 o TOP-7; I CURB INL �J A i O O O SS MH l� TOP-73. ac v I` OP OF �♦o' 0 L 4 P� Ax ;;, <101 1 Not At J�GOP i 1I.. It"bo .1 0 0 (�� ,o �� �� p�� , a ♦ 0 �J G�� P�,� 151 (DEAD) P ,� , /� - , 10 �3 tQ v i C-) A 1. �,. rt � � t�7o) SITE LEGEND. PARKING REQUIRED CON- LIGHT POLE Regular (9' x 19') EXISTING GROUND ELEV = x 72.50 FIRE HYDRANT - CO POWER POLE _ TOTAL 68 hal PROPOSED FINAL ELEV. 0 SANTARY SEWER W41OLE _ 8,560 1,630 SIMACE DRAINAGE FLOW CONC. S /W, PAD d CURB WATER VALVE wv P ra ��1 l?) ATE - �sg� INLET S - ♦ y 1?: TOP =74.0 \ ,i �9�f1 -%79, THR =73.00 • (7aos NV =71,30 Q G 1 A j ��c,"\xx , EE SHEET C- ` 0 �j 0 C \\ 60 VRRT , 0 R5' s ,1 (tsxs) \ CURB. y C \\ 1 w of t- �O '� r/ f R5 6 ' IL 1 F 1 0p A� �. /3�y� 9 ,�� �ov '� � SAM, �,'� C \ (+►� s t s R5 ` �,,% f4L 42S c ' \\I J�� o . � �� �"� 0 l try R � \ �J�� 0 \� t �` tj4. `rir o; 1�' �`� fj ♦♦ T.O.B. 073.4 T.0.8. O 73.4 p 40p Q , {• Gf A Tst Q°'' \\ WIDTH VARIES AS 3y � �91, O VV 11y�o x. ' 12.9 r j � v; ' x1,1 ° OTA! y-824 9 ,S Jo ,1 11.. to) jo lfl 1 #1�1 I �,,� gg =:_ ll a I w �s'� GIB \ �9 0 _ \\ ►NEV�7t.0 ♦1,1 jjl'_ WATER QUALITY 11.15 11 Ii_I :III �y�, A 1 N 9 S I� e` .Rb.4'\ >t ♦ i) ill -:Ili. W. VOL. ' .61S CF ll 11. 1 P DESTRIAN SIGNAL � Q`" x1 / ��, �74.2D) @ �FM�, li it l III 8" YERT . R5' ll �. 1s s i CURB. T.a •� u�T =II I CI ��t.��1�.- -IiI�T 'Ilp (7310) fz R30' 14 5' - ,ti61 44.5' �• �y� °` R5' JJ j r �y 2 tip. I j '`'�s C♦''' j r � } 1 � � 5.5(i 'sg 11 - �sa ' G °) �0 � 1 Q �-• REST.NE.N�IT,T IO . N a F'9O1 N-D . _ - � T10 N (0• �' iCHUR 7 A5 ♦*1 '•� scALE, J•�iavW A �y ♦`SIGN y4___ I nsG 8" VBRT t . R 2' .5' °0J CURB. 2.5 ���� PROP. 2 -STORY BANK 1 CNI 3; i `%>' & OFFICE BUILDING �j -s' i a Ab 8 1,030 S.F. 1 -ST. FLOOR ! �� a RETENTION AREA D�51CaN ELEMENTS: 1� I ! k, �, 7,380 S.F. 2 -ND FLOOR ��N I „� BASINAREA 59,154 3.F„ 1.358 AC. w t cV 3• T.O.B. ELEV. _ 13.4 i cn x- FF EL.= 71.2`1 �j 2 DNWL ELEV. - 12.9. NGVD I 4. '1 DHWL AREA = 5,618 S.F.. VOL. 8,269 C.F. x I ���� �;�� ,,�'� ___.�- REFER TO ARCHITECTURAL DRAWINGS , / b W.Q. AREA • - 3,948 S F. VOL, 2,615 CF d ( �''- ,� R2.5> vi t� ! N^'► (tyoo) _„M, a (7t.o0) s'i d BOT. ELEV. - 11.0, NGVD 3 > w FOR BUILDING DIMENSIONS T. X11.5 `y BOT. AREA - 3,026 S. F. 8' PERT � U t�A� �i ii) „gib. -4' WOE CONC. J SHWT ELEV = 69.4. NGVD CUR$. - 0 -st 6" G.V d BOX 15 SPILLWAY V t1' Q- (SEE SHEET C -3) oA 82.5 v 0- i G.V ii BOX A �� -PROP. 6_ GA s� .o'; 84.3 FD t i1 Oi -- - I J J fi .'o- 1 6. e1 I X 911 t��41 7.1 ITt:t; 1 l o' A6 i • ,� 1 m i t 8" PERT r I �a S 9 19 �+ I i 19 1 n� CURB. `�)r� (4% '8" YL7RT� (rjq ( :tx 0'x14' DUMPSTER : -_-_ -- 5 PACE �° 9� 19� CUB_ � I AE OF OR DETAILS R 5' (TYP)' R2.5' v ` � R2.5' r Uj S ` 1 � �- � A��, 1.11 1 t. o_ x� L 24' DRIVE -\ � - +U� _ Uks ( O ;�: I 0 �� � �1 r � - - .��� � 0� r r - a�+•r. --- � � _.-_ � ' INV= 7, .0 1 � 1 LF ,2•x,8' HERCP CL -IV 0 0.39i\� _ _ - - - _ t O I 1 w 0 I 0 20 40 60 80 GRAPHIC SCALE: 1" = 20' 1,444#1 PROPERTY LIES WITHN THE CITY OF CLEARWATER LAND USE CODE: OFFICE DISTRICT. LEGAL DESCRIPTION: PARCEL # 07129f16/00000/320/0310 �OMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 DF SECTION 7, TOWNSHIP 29S., RANGE 16 E., AND RUN N. 04'12 '32' E., TO A POINT ON THE NORTHERLY RIGHT OF WAY OF COUNTY ROAD 289 (SHARKEY ROADk RUN THENCE N. 89'38'49' W., ALONG SAID NORTHERLY RIGHT OF WAY LINE 995.26 FEET FOR A POINT OF BEGINNING; RUN THENCE N. 89'38'49' W. CONTINUING ALONG SAID NORTHERLY RIGHT OF WAY LINE 262,16 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF BELCHER ROAD; RUN THENCE N. 00'0119' E., ALONG SAID EASTERLY RIGHT OF WAY LINE 15919 FEET TO A POINT OF THE SOUTHERLY RIGHT OF WAY LINE OF N.E. COACHMAN ROAD (COUNTY ROAD No, 2); RUN THENCE N. 53'53 23' E. ALONG SAID SOUTHERLY RIGHT OF WAY LINE 230.00 FEET; RUN THENCE S. 27'0016' E, 168.49 FEET, RUN S, 00'0516' W., 146.23 FEET TO THE POINT OF BEGINNING. CONTAINING 1.358 ACRES MORE OR LESS, FIELD INFORMATION OBTAINED FROM SURVEY COMPLETED BY DAVID EVANS & ASSOC. INC. LB No. 6976, PROJECT NUMBER WLKR0002 DATED 1/2/2001, REVISED 102/01. NOTE: REFER TO SURVEY FOR DESCRIPTION OF TBMII AND TBM42 OFF - STREET PARKING BLDG.(14,410 S.F.) ONE(1) /260 SQ. FT. PARKING REQUIRED PARKING PROVIDED Regular (9' x 19') 55 58 Handicap (12' x 19') 3 3 TOTAL 68 61 -' I 1;,+�, t _ _ - _ -_- °Yr-- - I SEE SHEETC -3 � �1: 3 ?.>�I GRATE --�i `'t?r' - -- _ R .5' `�;��01 8 SP 'CES x�9" X 19 ". R1 6' M�� N ��HA O Y11 z I INLET S -1 8 YET I 1• '� It 25.1 TOP-74.55 T S-1 7 SPA ES O J X 1 1� ; Ok -j > r OUTFALL STRUCTURE I THR =73.50 CURB. �►�' R TIP } U o f .. .... -� A SEE SHEET C -3 _.-- ,1' IINV =71.58 " I SE SHEET C -3 r� `� 5.3 ___.. _' . 5' 1 (� - �j4 1 i 1 //Wyy I i3'6 12" ti��o� 5' is PROP. d C.A. � S1QP Sr _mi l 'Z-p �t, >> I INERCP �CLxIV O 0.396 SiiARKEY ROADS rft� 89038,19 �r 1 I 1 -_ �-r WATER SERVi�E CONNECTION AND 1" WATER t�''2 '0�+ G / .' � � - J1� (A1 , ((ttt) METER PER DETAIL SHEET C -3 (ts) ID CLW 8 W.M- - - - - - - -- _ - -CLW 8" W.M. U PROJECT'S SITE'S SURFACE DRAINAGE COEFF. C COEFFICIENT OF RUNOFF EXISTING EXISTING AREA SF (C ) x A COMPUTATION PROPOSED PROPOSED AREA(SF) (C) x A ASPHALT PAVEMENT 0.95 0 0 4.61 28,679 - 27,245 BUILDING d CANOPY 0.95 0 0 2,615 8,560 1,630 8,132 11548 CONC. S /W, PAD d CURB 0.95 0 0 GRASS & LANDSCAPING 0.20 59,154 11,830 4.61 14,607 2,921 RETENTION AREA (DHWL) 1 1.00 1 0 1 0 1 5,678 _ TOTAL 59,154 11.830 59,154 =5,678 45,524 EXISTING (C). 11'830 -0.20 59,154 PROPOSED (C). - _ -- 45.143_ -0.77 59,154 PROJECT STORMWATER RUNOFF & INFILTRATION RESULTS STORM FREQUENCY 25 YR, 24 HR 02/28/02 PRE POST Qmax (CFS) 4.61 5.34 Runoff Volume (CF) 31,519 38,103 Water Quality Stwase(CF) 0 2,615 Infiltrated Volume (CF) 0 12,594 Cumulative Discharge(CF) 31,519 25,509 Maximum Water Level n/a 72.66 Max0facharge rate(CFS) 4.61 06/12/02 3.35 R OiI C 5 W 1, P 1 0 C S (t� ISTOP _LLL C l [ I [ _ I [ [ [ [ [x - I _ ! [ k [ [ _11_�1_Ll o' �^ Ow OPEr� SIGN 6' FIRE LINE W /DBL. CHECK VALVES ANO (t: }' 1 I 26 _ _ y - - - - � OCT p 1 2002 ) '1� - TA SHEET C- '`_ - N. - _ 3/4 DETECT METER PER DETAIL. E _ -- - - -- -- - ______- II CYNTHIA A STOKES EX, VICE. PRESIDENT fa 6A z - -- - I i ION ,1. l h° x72.64 ' UNTEO BANK 9Ey titY OF G EARWATER Ept x , P.O. BOX 14517 ,10. -�• k11°t11gb 4'14 }�1 "� ___ _ x ST. PETERSBURG FLORIDA 33733 J�t Cn EX. EDGE OF- PAVEMENT- -----__ __ �1. 6 1,10 �- i 6` - REFER -TO?- SHEET -E --i FOR -- - - -_ -- 1�° 16� 1� - - -__ t1� r,1' Al (727) 522 -9434 - _ _ _ PROPOSED IMPROV,_MENTS Ex. EDGE OF PAVEMENT - - -.'z 1N1 TH I N-- -S HAR K EY�' A OAD-- R/W _ ,i!:a --__ - ------ -___ -- _ -- ,, a� _ _ - -- NQ BY DATE REVISION DESCRIPTION w - -- - -1�1- t�1 I t It EX. EDGE OF PAVEMENT OHE -- 0HE - 1 GPG 02/28/02 ROTATED STORM PIPE FROM S -1 TO MES PER DISCUSSION - - -- _ T--- - - -�_' -- _� Ex. EDGE of PAVEMENT OH E OH E OH E 0 }� E OH E OH E - -- -- r _ - - -- _- - -� - -- - - - -- - -- -- -- - - 0) WITH AM WARiS, PE OF SW.F.W.MD, 2 GPG 04/17/02 RELOCATED WATER SERVICE LINE AND 6" FIRE LINE MOYC --0 DRIVEWAY AT NE COACFMAN RD PER FDO //yy�� S H A R K E Y R 0 A D SHARKEY ROAD 3 GPG • 05/21/02 EXITNDED W S/W TO E P/L, ADDED NOTE FOR D"STER 66' RIGHT - OF- WAY (P) ASPHALT ROAD (::s) COMPLIED W /CITY [34G. COtv4vOTS DATED 05/13/02 4 (44tt) GPG 06/12/02 ADDED LAND USE CODE OF PROPOSED DEVMOPM ENT PER FDOT CONDITIONS OF DRIVEWAY PERMT No. 0I-A- 799 -0019 5 GPG 08/29/02 CtW*- ED T.C. ELEVA11M AT DRIVE TFRU AND SOUTH APPROACH PER D6CUSS" WITH DIXIE WALKER. A.IA , r n, ,Ltitrrrt+� r7 �. N *Ju 4 ff Vj ` , ••• 10 F #. GERALD ' • UNITED BANK GOULISII & ASSOCIATES, INC. ' CIVIL U40MERS R LAND SURVEYORS (E8 & LB #2659) 272 OLD EAST LAKE ROAD TARPON SPRINGS, FLORIDA 34688 PR (727) 938-2839 FAX (727) 934 -0994 Z PROPOSED PAVING, GRADING = DRAINAGE & UTILITY PLAN 01 SCALE Y' = 20' DATE: 02/05/C LLj SHEET C -1 OF 4 JOB NO, 01-016 Z CV m Q � N f PROPOSED UNITED BANK SEE SHEET C --1 6 - -- ' N. 89038rii� ►r �. �W 262.16' (D) ' -i > -- -- OUT-FALL STRUCTURE PROPOSED SEE SHEET C lE v$ , fl' SEE SHEET C -3 r MODIFIED CURB I LET S -3 r WATEll SERV1cE cONNECrION AAID r WATER i f TOP - 73.8.TH- ?.13 F, METER PER DETAIL SttEET C -3 of INV-70. S.W., 70.38 S.E. . (6� Ga sroN siG�i�O ,10 ,30� N cs f II F WAY LINE 5 -- �� SEE DETAIL BEL NORTHERLY RIGHT 0 _ _ OF SHARKEY ROAD FiRE LWE W /QBl.. CIJECK VALVES AND 22" > 15" T t r: 3/4' DETECT METER PER DETAIL %EET C-3, r1 _ Rig l R3� �! ! Ex CLw a W.01) v EX. CLw. as w.M. .0 R P 0 C - - -i 1 I _ i lx _ 1 - i [ �� l *r) / , 11 MOOFY EX. MET nf�rxl ` _,� -PROP, VALLEY GUTTER CURB PROP. 2 -0 VALLEY GUT�R _ 26'• LOWER THROAT �1V. (sit) �� �� r},i _. T�� �.�_. -- -� �._ i . �� I I ELEV TO 70 0 W RAMP W /TACTILE SURFACE AND SIDEWALK CURB +��e ts+r•s y SIDEWALK W/ CURB RAMPS ( #)( * * *) ;,,FOOT INDEX NO, 304 (CR 20 IATA 1.) INSTALL 168 L.F. OF 8" SANITARY SEWER LINE FROM EX. SANITARY MANHOLE AT OAKMOUNT RD. WEST ALONG SHARKEY ROAD PER PLAN. INSTALL A DOUBLE 8 "x6' WYE, AT THE -END WITH AN 8" CLEANOUT, INSTALL 6" PV'C SANITARY LATERAL TO N. & S. PA'S.( *) 2.) INSTALL VALLEY GUTTER CURB ALONG NORTH & SOUTH SIDES OF SHARKEY ROAD, SAW CUT EXISTING ASPHALT PAVEMENT SON SOUTH SIDE AT PROPOSED CURB AND �. INSTALL UNDERDRAIN PER CITY OF CLEARWATER STANDARDS ON S. SIDE ONLY. SEE DETAIL BELOW RIGHT.( **) 3.) INSTALL.A LEVELING COARSE OF ABC OVER THE EXISTING - PAVEMENT. PLACE A 2" PC -3 LAYER AS THE FINAL - WEARING SURFACE TO THE EAST PA EXTENDED SOUTH. 4.) REFER TO DETAIL BELOW FOR X- SECTION OF PROPOSED 26' WIDE ROADWAY. 5.) ALL WORK WITHIN SHARKEY ROAD R/W MUST COMPY WiTH ME LATEST REQUIREMENTS OF THE CITY OF CLEARWATER4*0 6.) ALL WORK WITHIN BELCHER ROAD R/W MUST COMPY WITH C•onc .............. c (t * *) PINELLAS 0 NTY UT1U4A110N PERMIT JV,4- 04710. (t * *) °...... oaoa, CONSTRUCTION NOTES FOR WORK WITHIN -WH R�ROAD_ R/W aupnouuoou000 n., u uuoow PER PINELLAS COUNTY UTILIZATION PERMIT _402-0471 cO The Contractor shat p(ovidfe and maintain a safe and easily accessible pored a unpaved pathway for pedestrian traffic through the worts zone for the duration of the construction project. If the wary Iles along a designated school- wolkhg route, then the Contractor must provide aderfuate supery lion and/or guidance to the school aged students as they traverse throw* the work zone. W Lane closures on Belcher Rd shall be prohibited dying the peck hour periods of 7 to 9 AM and 4 to 6 PM 0 Notify the City of Cteawater Traffic Dtvision at 562 -4747, a minhxm of 48 hours h advance of commencing construction, d) AI proposed work must comply with FDOT index Na 700. e.) Al right -of -way hstalations will be h accordance with proctkes referenced h the State of Florida Utilities Accommodations Manuel D All desi1 and construction must conform to the minhun standards set down h Pine" County Land Development, Zoning and/or related Ordinances, and IVihhxm Testing Frequency requirements. g) Signs and barricades to be occordn8 to FOOT Manual of Safe Practices: reference FOOT Indexes 600 through ,666.- h.) Sate pedestrian tcaffic Is to maintained at d ir*d U Any sidewalk that becomes undem-dne4 must be removed and replaced Skkwaks are to be reconstructed within three (3) days after removal When existing ddewak is rerrloved, It is to be removed to the nearest joint. J) Saw cud existing edge-of- pavement prior to removal of the e>dsthg curb and the placement of asphalt k) Disturbed area within the right-of-way will be compacted to 100% of maximum density and sodded U Do not disturb eAth8 unde(cfah or stonn systems if filtration bed is disturbed, contact the area inspector with the Phelas County Highway Department at 464-8900 for assistance. m) No stockpiing of materiel in roadway or on *kwd k at dirt and debris will be removed from the job site dally. Roads and sidewalks to be swept daily as pat of d * clean Lox nJ Any portion of the rgjdway that sustains excessive construction related damage, In the opinion of Phelan Canty Highway Department, shall be repaired at contractor e>pense h a manner specified by Pinelas County Highway department. CONSTRUCTION NOTE: THE CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TRAFFIC PLAN ( "MOT ") PER FOOT INDEX No. 623 AND NO. 660 FOR ANY AND ALL WORK ALONG BELCHER ROAD. f'KVV. UtoVevrAT v l•�l / LOKEN PROJECT. ( *j ------ / ('6. d'• ca d 760 -- 70,0 PROW, W. = 6897 O - 6aO_ _ -- 1+75 - 1+50 PROP. 6" C.a SEE %lEET C-3 FOR DETAIL ' - 27 LF 12 x18 HERCP:�70.30 �i.,CL -IV O 0.39L L 5 EX. iS'. RCP �1, t f`2' W BK ASPH coNSTRUC waLE 78 LF f� 0 1v9UV8 Zoa WV,-89.68 . E EX DGE OF PAVEMENT s> Fr MATCH EX. ASPHAL rc� EXISTING SAN M TIM EL,= 7239 EX. EDGE OF PAVEMENT - �'� E Q 29 OF 12•x18' HERCP - C/L PROP. SAN, SEWER INV EL.- a'. -1v ®o.39G - END PROP. 2' MIAMI CURB 168 L,F, 8" PVC PROP' W. EL.- 68'3 W. • - cal l kJ l +� - SEE CONNECTION DETAIL BELOW ( +) LA.AS 5 CURB INLET S-4 SOUTHERLY RIGHT OF WAY LINE OF TOP;* 73.NTH -7213 }- INV -7(052 N.E. OF SHARKEY ROAD SEE DIETAIL BELOW L 0� Tao PRO . 12'x18" 1 {MTV EL = 70, - - - - - 70.0 C/L PR . SAN, SEWER P INV. =68.30 L.F. - !• PVC 168 SDR 35 0,40% -- - - - - -- - - -- -- - - 6&0 - 1+25 1 +00 +75 +50 +25 0+O0 ( *SANITARY SEWER PROFILE VERT, SCALE : r' = 4' HORZ, SCALE: Y' = 20' UNDERQRAIN CONSTRUCTION NOTE REMOVE ALL L 1 EXISTNG ASPHALT PAVEMENT, BASE AND Z _�_ 26 .. - - �; CONC. CURB WITIIN BELCHER ROAD R/W INTERSECTION W /SHARKEY ROAD 4 Vq"/FT. a 1��V VIViVIVIVIVIIIVf1�11�ViVl --- - �I l WSTALL S'(PC--U CONVAC ED WEARWG t a t WACE OVER 10''(PC-D BASE COMPACTED ........... . ......... T- 98% NOMN M DENSITY PER AASHTO T-180 .�N COMPACT MC-RADE TO i00% MAX. DENSITY 3t PER PINELLAS COLaNTY UTILIZATfN U Q •� PERMIT #02-0470 ( *s) I�r1�1!l 1i1, - PER AASNTO T -180 (TEST a 150 FT SPAU�*k 6' PVC a4DEPDRAW SAW CUT i X AWH&T ROAD ALONG PROP, SOUTH SIDE INSTALL 2' COW- CURB OVER 17' a' STABILIZED %6GRADE TO 40 LBR a w STABILIZED SUBBASE NOTE: CONSTRUCT HANDICAP- - RAMP IN ACCORDANCE WITH DETAIL BELOW OC4ff, PER AMHTO T -180 (TEST & 150 FT SPACM, I. FOOT INDEX N9. 304. (CR 21) PROPOSED SHARKEY ROAD X- 80TH SIDES OF SHARKEY ROAD. SEE DETAIL BELOW. J NTS W RAMP W /TACTILE SURFACE AND SIDEWALK CURB +��e ts+r•s y SIDEWALK W/ CURB RAMPS ( #)( * * *) ;,,FOOT INDEX NO, 304 (CR 20 IATA 1.) INSTALL 168 L.F. OF 8" SANITARY SEWER LINE FROM EX. SANITARY MANHOLE AT OAKMOUNT RD. WEST ALONG SHARKEY ROAD PER PLAN. INSTALL A DOUBLE 8 "x6' WYE, AT THE -END WITH AN 8" CLEANOUT, INSTALL 6" PV'C SANITARY LATERAL TO N. & S. PA'S.( *) 2.) INSTALL VALLEY GUTTER CURB ALONG NORTH & SOUTH SIDES OF SHARKEY ROAD, SAW CUT EXISTING ASPHALT PAVEMENT SON SOUTH SIDE AT PROPOSED CURB AND �. INSTALL UNDERDRAIN PER CITY OF CLEARWATER STANDARDS ON S. SIDE ONLY. SEE DETAIL BELOW RIGHT.( **) 3.) INSTALL.A LEVELING COARSE OF ABC OVER THE EXISTING - PAVEMENT. PLACE A 2" PC -3 LAYER AS THE FINAL - WEARING SURFACE TO THE EAST PA EXTENDED SOUTH. 4.) REFER TO DETAIL BELOW FOR X- SECTION OF PROPOSED 26' WIDE ROADWAY. 5.) ALL WORK WITHIN SHARKEY ROAD R/W MUST COMPY WiTH ME LATEST REQUIREMENTS OF THE CITY OF CLEARWATER4*0 6.) ALL WORK WITHIN BELCHER ROAD R/W MUST COMPY WITH C•onc .............. c (t * *) PINELLAS 0 NTY UT1U4A110N PERMIT JV,4- 04710. (t * *) °...... oaoa, CONSTRUCTION NOTES FOR WORK WITHIN -WH R�ROAD_ R/W aupnouuoou000 n., u uuoow PER PINELLAS COUNTY UTILIZATION PERMIT _402-0471 cO The Contractor shat p(ovidfe and maintain a safe and easily accessible pored a unpaved pathway for pedestrian traffic through the worts zone for the duration of the construction project. If the wary Iles along a designated school- wolkhg route, then the Contractor must provide aderfuate supery lion and/or guidance to the school aged students as they traverse throw* the work zone. W Lane closures on Belcher Rd shall be prohibited dying the peck hour periods of 7 to 9 AM and 4 to 6 PM 0 Notify the City of Cteawater Traffic Dtvision at 562 -4747, a minhxm of 48 hours h advance of commencing construction, d) AI proposed work must comply with FDOT index Na 700. e.) Al right -of -way hstalations will be h accordance with proctkes referenced h the State of Florida Utilities Accommodations Manuel D All desi1 and construction must conform to the minhun standards set down h Pine" County Land Development, Zoning and/or related Ordinances, and IVihhxm Testing Frequency requirements. g) Signs and barricades to be occordn8 to FOOT Manual of Safe Practices: reference FOOT Indexes 600 through ,666.- h.) Sate pedestrian tcaffic Is to maintained at d ir*d U Any sidewalk that becomes undem-dne4 must be removed and replaced Skkwaks are to be reconstructed within three (3) days after removal When existing ddewak is rerrloved, It is to be removed to the nearest joint. J) Saw cud existing edge-of- pavement prior to removal of the e>dsthg curb and the placement of asphalt k) Disturbed area within the right-of-way will be compacted to 100% of maximum density and sodded U Do not disturb eAth8 unde(cfah or stonn systems if filtration bed is disturbed, contact the area inspector with the Phelas County Highway Department at 464-8900 for assistance. m) No stockpiing of materiel in roadway or on *kwd k at dirt and debris will be removed from the job site dally. Roads and sidewalks to be swept daily as pat of d * clean Lox nJ Any portion of the rgjdway that sustains excessive construction related damage, In the opinion of Phelan Canty Highway Department, shall be repaired at contractor e>pense h a manner specified by Pinelas County Highway department. CONSTRUCTION NOTE: THE CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TRAFFIC PLAN ( "MOT ") PER FOOT INDEX No. 623 AND NO. 660 FOR ANY AND ALL WORK ALONG BELCHER ROAD. f'KVV. UtoVevrAT v l•�l / LOKEN PROJECT. ( *j ------ / ('6. d'• ca d 760 -- 70,0 PROW, W. = 6897 O - 6aO_ _ -- 1+75 - 1+50 PROP. 6" C.a SEE %lEET C-3 FOR DETAIL ' - 27 LF 12 x18 HERCP:�70.30 �i.,CL -IV O 0.39L L 5 EX. iS'. RCP �1, t f`2' W BK ASPH coNSTRUC waLE 78 LF f� 0 1v9UV8 Zoa WV,-89.68 . E EX DGE OF PAVEMENT s> Fr MATCH EX. ASPHAL rc� EXISTING SAN M TIM EL,= 7239 EX. EDGE OF PAVEMENT - �'� E Q 29 OF 12•x18' HERCP - C/L PROP. SAN, SEWER INV EL.- a'. -1v ®o.39G - END PROP. 2' MIAMI CURB 168 L,F, 8" PVC PROP' W. EL.- 68'3 W. • - cal l kJ l +� - SEE CONNECTION DETAIL BELOW ( +) LA.AS 5 CURB INLET S-4 SOUTHERLY RIGHT OF WAY LINE OF TOP;* 73.NTH -7213 }- INV -7(052 N.E. OF SHARKEY ROAD SEE DIETAIL BELOW L 0� Tao PRO . 12'x18" 1 {MTV EL = 70, - - - - - 70.0 C/L PR . SAN, SEWER P INV. =68.30 L.F. - !• PVC 168 SDR 35 0,40% -- - - - - -- - - -- -- - - 6&0 - 1+25 1 +00 +75 +50 +25 0+O0 ( *SANITARY SEWER PROFILE VERT, SCALE : r' = 4' HORZ, SCALE: Y' = 20' NOM PLACE VM ON UPBTRFAI� � SIDE OF INLET. A - EXTRA #3 ,0' 8" A - AROUND OPENING---'___ 40 Op B I = / -_ -f - - -J B co I I I I HACK OF BACK Of i -, X CURB i- CURB � _. - - -� 1 l I 0 PLACE 6" PVC PIPE O CENTER FILL WITH CONCWH & 1.7 J4 0 I l N CONNECT TO TOP OF INLET AND CUR 3TREST FACE OF CURB r- � � INLET PLAN NOTE CHAUFFR ALL EXPOSED EDGE3 3/4" TOP Of CURB THROAT 6' MIN., e MAX C/L COYER FDOT INDEX No.201 ITN. e- 0• DIA. (1870) _ 13 0 8" O.C.B.' / 1' -6• 5' -4 PAYEUENT 111 L a 13 Ir O 10' f4 0 12' 0.C.11. 8, 2' -0.4, _ 0' a• 00 a ----- ar-- =- s�-- -- r- a l4 )a 12' O.C.&W SECTION A--A NT' - -�- _ SINGLE WING CURB 3I-N_LET S-- 3 & S-- 4 STION B REINFORCED CONCRETE 3000 PSI N FS x•� t GRAPHIC SCADS: V = 20' NOTE TO CONTRACTOR: 1.) ALL ABOVE GROUND AND BELOW GROUND UTILITIES MUST BE LOCATED BEFORE STARTING ANY WORK ON SITE. CALL SUNSHINE AT (1 -800- 432 -4170) AND FLORIDA POLDER AT (1 -813- 842 -9591) A MIN, OF 48 HOURS BEFORE STARTING ANY WORK. FOR UTILITY LOCATIONS. 2.) INSTALL SILT SCREEN AROUND PERIMETER OF CONSTRUCTION SITE BEFORE STARTING ANY WORK. SEE SHEET C -3 FOR SILT SCREEN DETAIL. O O O EX. RIM EL. =72.39 - „ 00,0 0 �aoou� °0 Grout fill opening with non - shrink mortar - N 2' joint in pipe entry PROP. INV. EL. = 68..10 SO 3 8" PVC SOR 35 0 0.4% P.V.C. pipe requires rnunhole adopter coupling by Flo Control, Inc., or approved Grout flow channel EX. INV. EL. =68.19 E. water stop coupling. 2'• /ft min. ( *CONNECTION TO EX. SANITARY MANHOLE NTS Overlap filter material 18" across top of aggregate. 24" o U 1����_ IiII� Iii - varies �I11 I�I�IIiL ��,_ I� I IiIi III i I► �� l i I I i I J s o < Fprmieter of aggregote u>0 a to be fully wropped with o U d 1� " 1 Nan Uegrading Fberous o, 12 o o <` � I Filter Type Material as _ i��>o��t� �oE�o V) Directed b Eng ineer, - ii o > g o o w Y � t1� a o, ) a �� 1 11 Mirofi 140 N or opproved equal. �� o Q t�t3a r 6� I > 0 Q` � 5 I CJ Filter aggregate for undenjrains sins!{ be as °t>o�'�c>�;>' ft specified in the FDOT Standard Specifications• ivc� i>- Urness otherwise noted, Section 901 - Course AI re ote, snd shall i i I underdroin pipe shall be 8" be e- its #6 or �J57. If #57 is used, it must ( I i I I �_ I I 1 I I 1 � � � diameter PVC with perforations be noshed and screened to remove fines. down - See Technical Specifications The aggregate may be stone, slag, or for details. crushed gravel. TYPICAL SECTION Solid pipe (w /o perforations) is to be used under drives and roadways, CITY OF CLEARWATER FLORIDA with compacted backfill. FF F-P pUt3L1C WORKS ADMINISTRATION ENGINEERING x TYPE PC -3 ASPHALTIC CONCRETE -- - -- t 2" - - - - -- US "-U4" (J n 0 c, <r . - 31TR = 3/1 R o �> t2" SANL ZE16 TO 40 LBR a \L CWACTED TO 98X MAX DE WTY PER y #4 CONT. AMHT0 T -18a MN i TEST.' f "l 2' WIDE VALLEY CURB 3000 psi CONC. N. r.51 R 91 UNDERQRAIN " L MIN 2" TYPE iPC -3l ASPHALTIC CONCRETE ( *,tr) VALLEY Z _�_ 26 .. - - - -- - -- - - -- VALLEY 40 GUTTER CM 4 Vq"/FT. V4 /FT. GUTTER CLn �� - -� 1��V VIViVIVIVIVIIIVf1�11�ViVl --- - �I l t a t Ili ° - a0000000� _ I 0. ........... . ......... T- II�II{ _- BASE 2-EA 4" LFT% ROOT ABC-3 U Q ABC LEVELING COl12SE CONVACTiED TO 98% NW2Atvl DIEWTY ( *s) I�r1�1!l 1i1, - PER AASNTO T -180 (TEST a 150 FT SPAU�*k 6' PVC a4DEPDRAW SAW CUT i X AWH&T ROAD ALONG PROP, SOUTH SIDE INSTALL 2' COW- CURB OVER 17' a' STABILIZED %6GRADE TO 40 LBR a PER CITY CF CLVMATER STABILIZED SUBBASE CCtvPACTED TO 98% MAMW DENSiTY DETAIL BELOW OC4ff, PER AMHTO T -180 (TEST & 150 FT SPACM, I. PROPOSED SHARKEY ROAD X- SECTION LOOKING WEST NTS NOM PLACE VM ON UPBTRFAI� � SIDE OF INLET. A - EXTRA #3 ,0' 8" A - AROUND OPENING---'___ 40 Op B I = / -_ -f - - -J B co I I I I HACK OF BACK Of i -, X CURB i- CURB � _. - - -� 1 l I 0 PLACE 6" PVC PIPE O CENTER FILL WITH CONCWH & 1.7 J4 0 I l N CONNECT TO TOP OF INLET AND CUR 3TREST FACE OF CURB r- � � INLET PLAN NOTE CHAUFFR ALL EXPOSED EDGE3 3/4" TOP Of CURB THROAT 6' MIN., e MAX C/L COYER FDOT INDEX No.201 ITN. e- 0• DIA. (1870) _ 13 0 8" O.C.B.' / 1' -6• 5' -4 PAYEUENT 111 L a 13 Ir O 10' f4 0 12' 0.C.11. 8, 2' -0.4, _ 0' a• 00 a ----- ar-- =- s�-- -- r- a l4 )a 12' O.C.&W SECTION A--A NT' - -�- _ SINGLE WING CURB 3I-N_LET S-- 3 & S-- 4 STION B REINFORCED CONCRETE 3000 PSI N FS x•� t GRAPHIC SCADS: V = 20' NOTE TO CONTRACTOR: 1.) ALL ABOVE GROUND AND BELOW GROUND UTILITIES MUST BE LOCATED BEFORE STARTING ANY WORK ON SITE. CALL SUNSHINE AT (1 -800- 432 -4170) AND FLORIDA POLDER AT (1 -813- 842 -9591) A MIN, OF 48 HOURS BEFORE STARTING ANY WORK. FOR UTILITY LOCATIONS. 2.) INSTALL SILT SCREEN AROUND PERIMETER OF CONSTRUCTION SITE BEFORE STARTING ANY WORK. SEE SHEET C -3 FOR SILT SCREEN DETAIL. O O O EX. RIM EL. =72.39 - „ 00,0 0 �aoou� °0 Grout fill opening with non - shrink mortar - N 2' joint in pipe entry PROP. INV. EL. = 68..10 SO 3 8" PVC SOR 35 0 0.4% P.V.C. pipe requires rnunhole adopter coupling by Flo Control, Inc., or approved Grout flow channel EX. INV. EL. =68.19 E. water stop coupling. 2'• /ft min. ( *CONNECTION TO EX. SANITARY MANHOLE NTS Overlap filter material 18" across top of aggregate. 24" o U 1����_ IiII� Iii - varies �I11 I�I�IIiL ��,_ I� I IiIi III i I► �� l i I I i I J s o < Fprmieter of aggregote u>0 a to be fully wropped with o U d 1� " 1 Nan Uegrading Fberous o, 12 o o <` � I Filter Type Material as _ i��>o��t� �oE�o V) Directed b Eng ineer, - ii o > g o o w Y � t1� a o, ) a �� 1 11 Mirofi 140 N or opproved equal. �� o Q t�t3a r 6� I > 0 Q` � 5 I CJ Filter aggregate for undenjrains sins!{ be as °t>o�'�c>�;>' ft specified in the FDOT Standard Specifications• ivc� i>- Urness otherwise noted, Section 901 - Course AI re ote, snd shall i i I underdroin pipe shall be 8" be e- its #6 or �J57. If #57 is used, it must ( I i I I �_ I I 1 I I 1 � � � diameter PVC with perforations be noshed and screened to remove fines. down - See Technical Specifications The aggregate may be stone, slag, or for details. crushed gravel. TYPICAL SECTION Solid pipe (w /o perforations) is to be used under drives and roadways, CITY OF CLEARWATER FLORIDA with compacted backfill. FF F-P pUt3L1C WORKS ADMINISTRATION ENGINEERING x TYPE PC -3 ASPHALTIC CONCRETE -- - -- t 2" - - - - -- US "-U4" (J n 0 c, <r . - 31TR = 3/1 R o �> t2" SANL ZE16 TO 40 LBR a \L CWACTED TO 98X MAX DE WTY PER y #4 CONT. AMHT0 T -18a MN i TEST.' f "l 2' WIDE VALLEY CURB 3000 psi CONC. N. r.51 R 91 UNDERQRAIN " o er D TAIL r _.: ACK RS CU .110er t a t 2" TYPE PC -3 ASPHALTIC CONCRETE -- I/ i l l 3/4'R 3/4 R --�' o I l i l i r v v �'+• • nil . . • • 12- STABILIZED %CCitAM TO 40 Leif a CWACTED TO 98% MAX. D"TY PR AASHTO T -18a MR TEST 0 150 FT SPACING rI. r.S. OO VALLLY GUTTER CURB 3000 psi CONC. Finish To Existing Surface With PC III Asphaltic Concrete 6 - 6'1- Original Paving ....... Ori final base -rrt -1I�1 rill 1,11 IIII 1! om llli> IHI " C acted Base: p Thickness of Original + 2" NOTES -1 12" 12" 1- Minimum Thickness 8" 1 Trench backfilled in 9" layers and PIPE 0'0 8" Max for Pipe Dia. less than 24" compacted to 983 Maximum and 16" for Pipe Dia. 24" and larger. Density per AASHTO T -180. Density tests taken every 200 ft. I ; !,-Compacted Ill Backfill 2 Base may, be replaced with iliim li!i :1i Undisturbed Trench Side Asphaltic oncret with prior opproval of City �nglneer. 3 On longitudinal installation �v+ requiring resurfacing full width - _ -- -- - - ( *) Ki' Ios1A°RTi of pavement, finish base to sTI� cEl+t match existing pavement surface - rr and rime. Then resurface Qtr. ka. FOR UTILITY as directed by the City Engineer. FCV. CAR- �9-"r„x; - ,P,. .. N/1 GL , , VALID km SS SIGNS Cf-RALD P. 1• r ^ • u. 4 • w FLOR�OA REC�ISTEREO I�1GQ3 �.` a kc ; �� CYNTHIA A STOKES U. VICE. PRESIDENT UNITED BANK MTED BANK P.O. BOX 145V ST, PETERSBURG, FLORIDA 33733 GOULIS11 & ASSOCIATES, INC. (727) 522 -9434 0VE D" EERS d LAND SURVEYORS (EB 3 LB 42659) NO, BY DATE REVISION DESCRIPTION 272 OLD EAST LAKE ROAD TARPON SPRINGS, FLORIDA 34688 1 OPG 104/09/02 ADDEfl PROPOSED SMTARY SEWER MAIN ND LATERALS IN SHARKEY ROAD, PIS *727) 938 839 FAX (727) 934 -0994 ADDED AIDIDED DH/C RAMP DETA SOUTH R SIDE ASLK& RD FOR LOKETI PROJECT, PROPOSED SHARKEY ROAD c *l 2 GPG 05 /2VO2 CHN40ED PROPOSED IMPROVEMENTS TO COMPLY WITH CITY ENG, DEPT. DRAINAGE, PAVEMENT & COMMENTS ON CONCRETE CURB, MDERDRAIR 4• S/W . etc , OF STATUS ( * *) REPORT DATED 05/13/02 SANITARY SEWER EXTENSION 3 GPG 06/12/02 CHANC QL ES REESTED BY PINELL AS COUNTY FOR CONNECTION TO BELOU SCALE Y' = 20' DATE: 02/05/02 ROAD FOR UTILIZATION PERMIT #0 -047D, PER LETTER DATED MAY 29, 2002 ( * * *) FROM JAMES S CANOU SHEET C-2 OF 4 JOB NO. 01 -016 .4 A SERVICE CONNECTION DETAIL NOTES: 1. WATER MAINS TO BE ON NORT14 or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SLOE LOT LINE ON EIMER SIDE OF LOT (SEE SHEET NO. 3). THESE SERVICES TO BE CONSISTENT MTHIN THE SUBDIVISION, DRIVEWAYS SHALL NOT BE BUILT OVER METERS. J. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF ME UTILITIES pEPARTMENT. AFTER SUCCESSFUL COMPLE11ON OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' and LARGER PVC MAINS, LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2' and LARGEST TO ANY MAIN IS 2 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 38 ". Threaded Corporation Stop Curb Stop MUELLER H15008 f MUELLER H14350 with Lock Wing and or approved equal Compression inlet or approved equal (Top at 450 Angle) Saddle if Required See Note 5 � Water Service Tubing Driscopipe 5100 or Endot /Yordiey Saddle shall have double `,X Blue Jet, $OR 9, 3408 Polyethylene stainless steel strops with epoxy Coated -- ductile iron body. Water Main CITY OF CLEARWATER, FLORIDA 0) PUBLIC MAKS ALM,NISTRATIGN LNGWE LNG RE v i x zz/s. KV +urzs sxMx aal Qf, Lo s+ WATER MAW SERVK� cr kums I CONIACTKGN DETAL_ Kr. CAM AX111P'\lll ,µV. '•�� er '— 1 OF 3 Water Meter Connection Ford Angle Flow Vol vt< Typ. ) c � �v Approved Backflow Prevention Device Ford Regulator Adoptor a� E N V V) V TYPICAL SINGLE DEVICE: 3/4" and 1" MODELS NOTE: C)c*o must be installed level. + APPROVED R.P. DEINIS a APPROVED DOUBLE -GIECK VALVES Hersey -Seeco Model FRP b Hersey -Stern Model FOC Watts Model 909 or 009 Watts Model 709 or 007 Conbr000 60200 Conbraco 60100 CITY OF CLEARNATER, 11100A PUBUC WORKS ALMiNiSTRATIGN 1 1 NG ERIN TER WT �ACxf10111 _PkEY4dTiRS "c�° . 0 r I � � I >� yr r i - C 1.0' SOD ,-- 4" CONC. SLAB WITH 6x6— 10/10 WWM 1:4 M I TER SOD POND BOTTOM M I TI11 —Till= �IT_I 12 x 18 P HERC � � 0 0.3 %, CLASS B BEDDING 3.03' CROSS DRAIN — MITERED END SECTION SINGLE ELLIPTICAL CONCRETE PIPE 6" GATE VALVE (O.S. &Y) RESILIENT DBL. CHECK VALVE ASSEMBLY, * W /DETECTOR METER BYPASS PER SET TOP OF VALVE BOX TEST COCK (TYP.) CITY OIF CLEARWATER REQUIREMENTS. TO FINISHED GRADE 6" GATE VALVE (O.S. &Y) RESILIENT CONCRETE COLLAR FINISHED GRADE IN UNPAVED AREAS FLANGED 45' BEND FLANGED 45' BEND ASPHALT OR GRASS 4 "x18 "x18" W /6 "x6 "W.W,F. - 'J1UiVIV1VIUlUIVIUtUIV1 _ °� FIRE DEPT. PUMPER �. ���,�r�i� • -� a- -t- • 50 CONNECTION 6" D.I. PIPE JCL 6 " D.I. PIPE CL 50 - �s ��, /:6* CONC. (W /6x6 W.W.F.) �� ADJUSTABLE CAST IRON' 1 " SUPPORT • SUPPORT COLLAR 18 Sq. AROUND CONN. FINAL GRADE N 18 VALVE BOX RESILIENT SEAT BOX SHALL REST ON / /�����' .���� 6 CONC. (W /6x6 W.W.F.) /��,ii e s: �� 6 M.J. WYE " t ) 1 :s) M. J. GATE VALVE BEDDING ROCK NOT (t :) 6 D.I. M.J. 45 BEND COLLAR TO EXTEND 18 MIN. 6" D.I. PIPE CL 50 (AWWA C509) ON VALVE OR PIPE 6' U.I. PIPE PE CL 50 ' AROUND ENTIRE DEVICE. i 6" D.I. PIPE CL 50 ev 6" D.I. U.J. 45' BEND AND SHALL BE FROM 8" MAIN �' TO BUILDING WATER MAIN, BLUE CENTERED ON APPROVED (NSF) SEAL �O OPERATING NUT I t�� ..� c AWWA C900 (DR)18 _ I, — 111-,1 T}iRUST BLOCK 3000psI C I� - —¶ rt, .l it =_— TT RUST BLOCK 3000p�1 CUtdC TT Fi1ST BLOCK 30CX�pi CONC. - 0 111 -111f -III- Wi AREA 29 Sq Ft. MIN AREA 29 Sq. Ft.. � I , Q�� =1111= 1111-= �1111II ;'I T -TI 1 N AREA SO Sq Ft. �= MI 6- BEDDING BEDDING ROCK (1-</= 2 ") NO TES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 0) GATE VALVE AND BOX NTS W NOTES: 1. BYPASS PIPE & FITTINGS SHALL BE THREADED BRASS. 2. ENTIRE ASSEMBLY TO BE PAINTED AWWA —BLUE. 3. O.S. & Y. VALVE HANDLES WILL BE CHAINED AND LOCKED. 4. APPROVED DOUBLE —CHECK VALVES: HERSEY —BEECO MODEL No. 2, AMES 2000 SS. WATTS MODEL 709 OR 007. CONBRACO 40100 1 DOUBLE CHECK VALVE ASSY W /3/4" LEAK DETECT METER,_ FOR EIRE SERVICE _LINE -- __- ----------- - - - - -- NTS � f* NTS CYNTHIA A STOKES EX, VICE. PRESIDENT UNITED BANK P,O, BOX 14517 ST, PETERSBURG, FLORIDA 33733 (727) 522 -9434 PIPE SIZE AND MATERIAL PER PLAN - STOPPER AS RECCRvtvUVED 1� BY TtIE PIPE MANIFACTURER TYPICAL CLEM—OUT (C.O.) DETAIL NTS 3/4" 9 OPEN HOLES 2 — #4 /- 181G. �/ ONC�ETE 5" 3oop��.S,1. a. a. g' —0 PRE —CAST CONCRETE WHEEL. STOP DETAIL-_ NTS 12.5f 3— #3 CROSS — SECTION VALID UrLE 8 Sr,�1; D 8 cc a. 0 GERALD P. GOUL # • r • FLORIDA REGISTERED �•;_�'. SEC I TWP 29 S., R N G. NOTE TO CONTRACTOR: D ALL ABOVE GROUND AND BELOW GROUND UTILITIES MUST BE LOCATED BEFORE STARTING ANY WORK ON SITE. �l O� �9 r s 72-61 72.2 7 sX 72 I7 j' i 70.63 Xl %, X 72.83 CALL SUNSHINE AT (1- 800- 432--4�1�10) AND FLORIDA POU1�R � �2 86 %1. AT (1 -813- 842 -9591) A MINIMUM OF 48 HOURS BEFORE STARTING l5 2.49 - O -ar 72.92% ANY, WORK. O P ' 72.06 2.) INSTALL SILT SCREEN' AROUND PERIMETER OF ''302 r CONSTRUCTION SITE BEFORE STARTING ANY UIOI ?K. ,,�y3.01 2.64 SITE BEFORE STARTING ANY WORK. SEE SHEET C -3 � P 73.13 FOR SILT � SCREEN DETAIL. p p O \A � - 73.,0 �, ;�� � G 2.72 3.) INSTALL. BALED HAY OR STRAW BARRIERS AROUND 0 P tQl -73.21 PROPOSED DITCH -BOTTOM INLET -PER FOOT INDEX No. 102 G �P�( ;� %,3.13 �. SITE` tE03VQ, COW- LK AT POLE 0--1] EMTNG CROW ELEV _ x 12.50 FIRE HYCRN`(T = CID POWER POLE = dal PROPOSED FK% ELEV. _ x,`15• SANTARY SEWM NW4IOLE = STOWDRAIN MANiOLE - Q SWACE ORAWAGE ROW WATER VALVE O W U J 4J m hq0 i N�, - Z"'. 0-- !, �Z Q O� 3 � Q J 6 O 1 94 13.31 73.28 73.25 2.86 -')p �c•� �c �o P ,5 / QP y1 a 13 .3221 04 1st �Q�I`�J 72-70 73.56 y � � 73.08 73 � �.�a � 71 X, , 3,23 550' !i' / j/y14J JG� 1 � 2 z 5�lp�� ,�� 1 1�6f � � \ 3.44 Vr .33 5 / Gj �1� Al p� /,�;, // 1295 \�1 • r^ �7f 1S+f" � S � O�%G� 3.85 % 12��G�� `�-�� (MO) k / 3.90 % 3.456 lop -Y IZS ,5 o,AY1' '11 PROP. TYPE ';E" DITCH BOTTOM MET �� I . •, ss" o� OVER EX. 24"x38" I FRCP 149 oo`. s• () SEE DETAIL BELOW REMOVE EX. 5 CONC. S/W ;,�` o� tip, REPLACE WITH NEW 5" S/W 'k Sy 15 -*1h C�� s�' �, S\ 16 N. OF S. R/W LW, AS SHOWN 10 *5115 PER MOT INDEX Na 31000 � �. EX TYPE "E " INLET GRATE fl_. = 7125 SLOT EL. = 70,40 FLOW EL. 66.66 DRIVEIWAY CONSTRUCTION NOTES: 1.) REMOVE THE EY, CONC. S/V AT THE PROPOSED ASPHALT DRIVEWAY. THE REMAINING S/V MUST HAVE A SLOPE OF 1:12 OR LESS. IF THE SLOPE IS GREATER THAN 1: Z THEN REPLACE THE S/W UNTIL THE 1:12 SLOPE IS MET. THE WALKWAY • THROUGH THE DRIVEWAY MUST MEET ADA STANDARDS. (0) 2.) COMSTRUCT 23.8' VIDE ASPHALT DRIVE e R/W LINE TO THE WHITE STRIPE OF N. E. C:JACHMAN ROAD. THE INGRESS RADIUS IS qO, AND THE EGRESS RADIUS IS 501 . WEARING SURFACE: TWO COMPACTED 1 I /2°' LIFTS TYPE S-1 ACSC ASPHALT (3°' TOTAL) BASE: 1rV0 COMPACTED 5" LIFTS ABC -3 (MIN. MARSHALL STABILITY 1000) SEE DRIVEWAY PAVEMENT SECTION BELOW. 41 P , 0 Q P OO ST. DR. Mit RIM. EL. = 73.17 INV. EL. -67.00 On ` 63' R CONCRETE ONO PANTED YELLOW V8" -V4" CONTRACTION JOINT$ AT 10' OTTERS PITCH M1 V8 "PER FOOT. - 9• 1 V7' TYPE $-i � ;� Arrrr- •� `� ACSC ASPH � � ��� \\ R aASE PARTIAL SECTION TRAFFIC_ ISLAND SEPARATOR FDOT Index No, 302 TYPE I, OPTION 1 (3000 pi CONCRETE NTS <,j 1 7•- i' G� Ccncrete Wet Pavement ;*M Sh(pe to Neat Lned B EX 24" x 38" MCP NOTE All niSR$13ED AREAS IN PLAN FDOT RN VILL BE SODDED DITCH BOTTOM 10_a' °n V -A 111, r0 1• -Aa 6 12" 8 { '- r M - 71'7: 4 -4 SECTION B -B 12` 6' $. 1 4 Ban I& Iz' o.c �r7 rlrrr,�r��r -r-T r EX 24" x 38" 1 ERCP 7 -PROP. WV. EL. = 6686 FIELD VERIFY EX PIPE N/. W TYPE "E" DITCH BOTTOM INSET FDOT INDEX Na 232 -- -- - - - - -- - -NIS I . 1 1 I TYPE "E" STEEL GRATE FOOT IN D Na 232 t 1_ 6• GRATE EL. = 724 -- - - _ Go I . 12' 6' cuT -cFa` TOP OF IX a + ;•_ fi 24 "x W' PPE To FLOW LAE. . FILL w /GROUT BET. 'fps, ;; i +! 4 &n PPE a IrLET WALLS ,-- 17 O.C. BOTH SIDES - _- _ ^__ - -- 5'-10' SECTION A -A o SITE 5HARKEY ROAC U m DREG! ST. LOCATION MAP SCALE f' = 400' 12.9' �5' _. 18.3' �5 ,2. ' 1 E BOUND LACE U to I Q ►��� x� �i� ro PROPOSED C/1._ PROFILE `126• ------------------ ---------------- ----- - - - - -- �� O� EX SI,RFACE PROFILE 7100 DRIVEWAY C_ /L PROFILE SCALE F = 2' VERT. SCALE r' = b' IIORZ vEARNG sLIRFACE TYPE S-I ACSC ASPHALT 2 EA COMPACTED 1 1/2' LIFTS (3" TOTAL DEPTH) 2EJA 5• CWACTED LIFTS• I`VOOT A13C -3 1 I l l l (III I I (I- 1111= 1 i 1 -ill 1 1 11 uwx NRSNAIL ST)IO UTY MO) III III ! I I! I 1 I! I I I l 11 �i� :Ilii =1111 -1111 IIII� 1111 = illy !IIJ �, 1111 �!I1 1111; Illl IIII„ Ill 1'i k ORIVEVAY PAVEMENT SECTION WITHIN N. E. COACHMAN ROAD RN Nts 70, 64 h :I0:at: 1 L*11 I 0 20 40 60 80 GRAPHIC SCALE: I" = 20' Construction General Notes: a) All work performed within the Florida Dept. of Transportation Right -of -way shall conform to: 1) F.D.O.T. Standard Specifications for Road and Bridge Construction 19 6 2) F.D.O.T. Roadway and Traffic Design Standards for Design, - Construction, Maintenance and Utility Operations on the State Highway System 2002 edition_ ( : #) 3) F.D.O.T. Roadway Plans Preparation Manual Volume 1, Chapter 2 and 25. 4) F.D.O.T. Flexible, Pavement Design Manual for New Construction and Pavement Rehabilitation Oct. 1992). b) All traffic stripes and markings are to be lead -free, non - solvent based thermoplastic. The Permettee shall furnish the Department with the Manufacturer's Certification that the thermoplastic is "LEAD FREE ". C) The Contractor shall utilize F.D.O.T. INDEX No. 604 for the Maintenance of Traffic Plan during the construction of the "Entrance Driveway" within 2 feet of the edge of pavement. d) The Contractor shall utilize F.D.O.T. INDEX No. 602 for the Maintenance of Traffic Plan during the construction of the "DITCH BOTTOM INLET" and Entrance Driveway that is closer than 15' but not closer than 2' to the edge of pavement. e) The Contractor shall utilize F.D.O.T. INDEX No. 660 for th&- Main ten once of Traffic Plan for "PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS ". f) The Entrance Driveway is to be Constructed in Accordance with the 2002 F.D.O.T. Design Standard Index No. 515 for a Rural Application. g) All Disturbed Areas within the Right -of -Way are to be sodded. h) The Applicant must notify F.D.O.T.- Maintenance Office 48 Hours in Advance of Starting Proposed Work. Coll: Pinellas Maintence Engineer, Brian Bennett 0 (727)570- 5101. i) The Contractor shall CALL "SUNSHINE (800 - 432 - 4770)" at least 48 Hours prior to any Construction Activity for the location of any Underground Utilities near the proposed construction. F.D.O.T, DRIVEWAY PERMT APPLICATION NO., 01 -A- 799 -0019 CERT# 7099 3400 0016 2779 0688 F,D.O.T, DRAINAGE CONNECTION PERMIT EXEMPTION: Permit Number. 02 -D- 799 -0045 s CJ .• .� �r � ��. • 41- '. ti O.v � p• � .�- ' NOT VALID UNLESS . - 8 SE �Q Y 3 �u -- __ < v0 ti GERALD P. GO(LISN '• �j • •• �C FLORIDA REGISTERED E)GWFfR Na 2I,3�d0 CYNTHIA A STOKES EX. VICE. PRESIDENT LNTED BANK P.O. BOX 14517 ST, PETERSBURG, FLORIDA 33733, (727) 522 -9434 NO. T10N 1 GPG 05/2VO2 MOVED TYPE 'E" DN 5' SW., RELOCATED EX S/W TO MSS INLET 0) ELIMNATED TRAVERSABLE SLOT PER FDOT LETTER DATED 05/15/02 2 GPG 06/12/02 CHANGED WGRESS RAM TO 40' AND EGRESS RADIUS TO 50', ADDED (**) RAISED ISLAND, etc. PER FOOT PO4AT COWTKM DATED 5/30/02 UNITED BANK GOULISH & ASSOCIATES, INC. CIV1L ETVGIPEERS b LAND SMVEYORS (E$ b LB ►2659) '272 OLD EAST LAKE ROAD TARPON SPRINGS, FLORIDA 34688 PIA V27) 938 -2839 FAX (727) 934 --0994 PROPOSED DRIVEWAY CONNECTION AT N.E. COACHMAN ROAD SCALE Y" = 20" 1 DATE: 04/15/02 SHEET C -4 OF Q J06 NO. 01-016 �B L. <,j 1 7•- i' G� Ccncrete Wet Pavement ;*M Sh(pe to Neat Lned B EX 24" x 38" MCP NOTE All niSR$13ED AREAS IN PLAN FDOT RN VILL BE SODDED DITCH BOTTOM 10_a' °n V -A 111, r0 1• -Aa 6 12" 8 { '- r M - 71'7: 4 -4 SECTION B -B 12` 6' $. 1 4 Ban I& Iz' o.c �r7 rlrrr,�r��r -r-T r EX 24" x 38" 1 ERCP 7 -PROP. WV. EL. = 6686 FIELD VERIFY EX PIPE N/. W TYPE "E" DITCH BOTTOM INSET FDOT INDEX Na 232 -- -- - - - - -- - -NIS I . 1 1 I TYPE "E" STEEL GRATE FOOT IN D Na 232 t 1_ 6• GRATE EL. = 724 -- - - _ Go I . 12' 6' cuT -cFa` TOP OF IX a + ;•_ fi 24 "x W' PPE To FLOW LAE. . FILL w /GROUT BET. 'fps, ;; i +! 4 &n PPE a IrLET WALLS ,-- 17 O.C. BOTH SIDES - _- _ ^__ - -- 5'-10' SECTION A -A o SITE 5HARKEY ROAC U m DREG! ST. LOCATION MAP SCALE f' = 400' 12.9' �5' _. 18.3' �5 ,2. ' 1 E BOUND LACE U to I Q ►��� x� �i� ro PROPOSED C/1._ PROFILE `126• ------------------ ---------------- ----- - - - - -- �� O� EX SI,RFACE PROFILE 7100 DRIVEWAY C_ /L PROFILE SCALE F = 2' VERT. SCALE r' = b' IIORZ vEARNG sLIRFACE TYPE S-I ACSC ASPHALT 2 EA COMPACTED 1 1/2' LIFTS (3" TOTAL DEPTH) 2EJA 5• CWACTED LIFTS• I`VOOT A13C -3 1 I l l l (III I I (I- 1111= 1 i 1 -ill 1 1 11 uwx NRSNAIL ST)IO UTY MO) III III ! I I! I 1 I! I I I l 11 �i� :Ilii =1111 -1111 IIII� 1111 = illy !IIJ �, 1111 �!I1 1111; Illl IIII„ Ill 1'i k ORIVEVAY PAVEMENT SECTION WITHIN N. E. COACHMAN ROAD RN Nts 70, 64 h :I0:at: 1 L*11 I 0 20 40 60 80 GRAPHIC SCALE: I" = 20' Construction General Notes: a) All work performed within the Florida Dept. of Transportation Right -of -way shall conform to: 1) F.D.O.T. Standard Specifications for Road and Bridge Construction 19 6 2) F.D.O.T. Roadway and Traffic Design Standards for Design, - Construction, Maintenance and Utility Operations on the State Highway System 2002 edition_ ( : #) 3) F.D.O.T. Roadway Plans Preparation Manual Volume 1, Chapter 2 and 25. 4) F.D.O.T. Flexible, Pavement Design Manual for New Construction and Pavement Rehabilitation Oct. 1992). b) All traffic stripes and markings are to be lead -free, non - solvent based thermoplastic. The Permettee shall furnish the Department with the Manufacturer's Certification that the thermoplastic is "LEAD FREE ". C) The Contractor shall utilize F.D.O.T. INDEX No. 604 for the Maintenance of Traffic Plan during the construction of the "Entrance Driveway" within 2 feet of the edge of pavement. d) The Contractor shall utilize F.D.O.T. INDEX No. 602 for the Maintenance of Traffic Plan during the construction of the "DITCH BOTTOM INLET" and Entrance Driveway that is closer than 15' but not closer than 2' to the edge of pavement. e) The Contractor shall utilize F.D.O.T. INDEX No. 660 for th&- Main ten once of Traffic Plan for "PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS ". f) The Entrance Driveway is to be Constructed in Accordance with the 2002 F.D.O.T. Design Standard Index No. 515 for a Rural Application. g) All Disturbed Areas within the Right -of -Way are to be sodded. h) The Applicant must notify F.D.O.T.- Maintenance Office 48 Hours in Advance of Starting Proposed Work. Coll: Pinellas Maintence Engineer, Brian Bennett 0 (727)570- 5101. i) The Contractor shall CALL "SUNSHINE (800 - 432 - 4770)" at least 48 Hours prior to any Construction Activity for the location of any Underground Utilities near the proposed construction. F.D.O.T, DRIVEWAY PERMT APPLICATION NO., 01 -A- 799 -0019 CERT# 7099 3400 0016 2779 0688 F,D.O.T, DRAINAGE CONNECTION PERMIT EXEMPTION: Permit Number. 02 -D- 799 -0045 s CJ .• .� �r � ��. • 41- '. ti O.v � p• � .�- ' NOT VALID UNLESS . - 8 SE �Q Y 3 �u -- __ < v0 ti GERALD P. GO(LISN '• �j • •• �C FLORIDA REGISTERED E)GWFfR Na 2I,3�d0 CYNTHIA A STOKES EX. VICE. PRESIDENT LNTED BANK P.O. BOX 14517 ST, PETERSBURG, FLORIDA 33733, (727) 522 -9434 NO. T10N 1 GPG 05/2VO2 MOVED TYPE 'E" DN 5' SW., RELOCATED EX S/W TO MSS INLET 0) ELIMNATED TRAVERSABLE SLOT PER FDOT LETTER DATED 05/15/02 2 GPG 06/12/02 CHANGED WGRESS RAM TO 40' AND EGRESS RADIUS TO 50', ADDED (**) RAISED ISLAND, etc. PER FOOT PO4AT COWTKM DATED 5/30/02 UNITED BANK GOULISH & ASSOCIATES, INC. CIV1L ETVGIPEERS b LAND SMVEYORS (E$ b LB ►2659) '272 OLD EAST LAKE ROAD TARPON SPRINGS, FLORIDA 34688 PIA V27) 938 -2839 FAX (727) 934 --0994 PROPOSED DRIVEWAY CONNECTION AT N.E. COACHMAN ROAD SCALE Y" = 20" 1 DATE: 04/15/02 SHEET C -4 OF Q J06 NO. 01-016 6" DIA STEEL CONC, =ILLED BOLLARDS BLK CONC. FILLED b o CELLS - 1+'5vERT. r — — - - - - -, co •� f U -BLOCK LINTEL WITH 2 -A 9 CONT. METAL GATE 8 � - 6" CONC. AB WITH ■ i i ■ 2 - LAYER OF W.M. ■ ° ° ■ a � � L— — —� �� - - - - -- SECT ION DROP PINS I' -4" �- 14" X 16" CONT FTG 1/Q �� 1 0 WITH 2 -"5 PLAN GATE: 11/2" tUBLAR STEEL WITH CLEARWATER DUMP5TER DETAL PRIVACY SLATES IN GALV STEEL MESH- 3" STEEL POSTS DROP PINS 1/2' DIA METAL ROD O INTO 3/4' DIA P.V.C. INSERT INTO CONC. FEE STANDING SIGN 64 8P EACH OF TWO FACE$ 14FT HIGH 1" SERIES C 1/2" BORDER 1 1/2" RADII - RAMP DOWN -6" WHITE LINES o�O � SITE LIGHT FIXTURE - - - -- FIXTURES BY FLORIDA POWER UNDER RETAL AGREEMENT Gilt OFF DOWN L IGHt FIXTURE 0 / AR CU OFF 81TE NXTURE SITE PLAN STUDY SCALE I" • 20' -0" 0 3 10 20 30 40 W STRIP CENTER STRIP CENTER SCHOOL ZSE&DENCE8 ARLMGTGN PL. OPEN RE81 ENCE SHARKEY RD. MASONIC RESIDENCES TEMPLE OFFICE BUILDING TERRACE DR SITE DATA SHEET INDEX C -1 PROPOSED PAVING, GRADING DRANAGE C -2 SHARKEY ROAD IMPROVEMENTS C -3 DRIVEWAY CONNECTION TO COACHMAN L -1 LANDSCAPE PLAN A-0 ARCHITECTURAL SITE PLAN A -1 a FIRST FLOOR PLAN A -2 SECOND FLOOR PLAN A -3 EXTERIOR ELEVATIONS A -4 2500 S.I=.) RATIO SECTIONS AND DETAILS A -5 STAIR DETAILS A -6 STAIR DETAILS A -7 ) ELEVATOR DETAILS A -8 C 2 -N.C.) ROOF PLAN A -9 1 -N.C. ) SECTIONS SPEC -1 SPECIFICATIONS SPEC -2 SPECIFICATIONS I SITE AREA - -- -1.350 ACRES ( 59154 SOFT. SPEC-3 SPECIFICATIONS ZONING "O" OFFICE DISTRICT a FLOOD ZONE 1ixil 80.1 E3UILD ING AREA ------ 14/330 SQ. FT. S1.1 RETAIL SALES AND SERVICES (E3ANK 2500 S.I=.) RATIO 10%' S1.2 OFFICE AREA ------ 11030 S.F. S1.3 PAVED AREA -------- 29300 SQ. FT. S2.1 I PARKING PROVIDED- - - - -65 C 3-H.C. ) S3.1 OFFICE PARKING REQUIRED--- - - - -35 C 2 -N.C.) S3.2 BANK PARKING REQUIRED--- - - - -13 ( 1 -N.C. ) S3.3 E3ANK DRIVE-IN TELLERS STACKING SPACE-20 CARS a F.A.R.- - - - - .25 C 14330/59154 ) I M -1 1.s.R. .11 C 41700/59154) INTERIOR LANDSCAPE AREA 2948 S.F. M -2 M -3 BUILDING HE IG14T------ 2a FT. N M -4 STRUCTURAL SPECIFICATIONS FOUNDATION PLAN SECOND FLOOR FRAMING ROOF FRAMING STRUCTURAL SECTIONS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FIRST FLOOR HVAC-DETAILS SECOND FLOOR HVAC - DETAILS SPECIFICATIONS - SCHEDULES ROOF PLAN - DETAILS P -1 FIRST FLOOR WATER - SANITARY P -2 SECOND FLOOR WATER- SANITARY P -3 SPECIFICATIONS- DETAILS E -1 FIRST FLOOR POWER E -2 FIRST FLOOR LIGHTING — CEILING PLAN E -3 SECOND FLOOR POWER E -4 SECOND FLOOR LIGHTING — CEIL. PLAN E -5 SCHEDULES Q �f MAY 2 8 2002 © VET PMENT "SERviCk ,-, LEPT ♦ 1 i � c v� H C u H T� i a a V, u a C U, U, 44 4 a u N 3 V C kz R iv 1/ ■ el R 0 zZ � a J z � U moo w U cc V coo LL w ILL LL. _ Dow z Z o m Q J m p U O O Lu cc I— m Z U J J W m DATE 12 / 6 /01 A -0 OF a o� ,n a N w €� Q3 O W z3 aZ Z O I a 3 La �l 4 DATE 12 / 6 /01 A -0 OF ZZ � O W_ 11.1 v -1 X11 m PAVEMENT CENTERLINE u� 1Z ZZ CONCRETE RAMP L W � L u w sO q- / / / / / / / / / / / / / / a / 0 � 5NARKE l' RO,A0 16" PINE (DEAD) 1 LANDSCAPE PLAN SCALE I" a 20' -0" N GRAPHIC SCALE 20 w r - - - � b..J 20" OAK ( IN FEET ) 1 inch = 20 it. = TO BE REMOVED a TREE TO BE REMOVED a TREE TO BE BARRICADED 4 REMAIN Irrigation Notes: 2" - 3" CYPRESS MULCH PLANT I INCH ABOVE ORIGONAL NIGH - GRADE AWAY FROM TRUNK - HORIZONTAL TREE ROOTS MUST BE AT FINISH GRADE EXIST. NON CLAY SOIL BACKFILLWITH SITE 501E -� WATER SETTLE TO OLIMINATE ALL AIR POCKETS 1. For multifamily and nonresidential properties an automatic irrigation system providing complete water coverage for all required and other landscaping materials shall be provided and maintained as a fully functioning system in order to preserve the landscaping in a healthy growing condition. 2. If a single- family dwelling is required to install landscaping and an irrigation system is not installed to maintain that landscaping, then a hose bib shall be installed a maximum of 50 feet from the required landscaping. 3. A I irrigation systems connected to the public potable water supply system shall include a backflow preventer at the service connection. 4. All irrigation systems shall be installed so as to minimize spray upon any impervious surface, such as sidewalks and paved areas. S. All irrigation systems shall include a rain sensorlshut off device to avoid irrigation during periods of sufficient rainfall. 6. Underground irrigation shall not be installed within the driplines of existing trees unless root protection measures are provided. T. if available, reclaimed water shall be used for irrigation purposes General Notes: 1. AN removal of protected trees and palms shall be on the basis of an inch for inch replacement. 2. All trees, shrubs and ground cover shall be Florida Grade #1. All sod shall be drought tolerant varieties. 3. All parking spaces are to adhere to the requirements of the City of Clearwater. 4. Additional Pinellas County and FDOT right of way permits will be required for proposed construction within the right ow ways of Belcher Road, and NE Coachr; an (S. R. 590). LANDSCAPING LEGEND = M5 = PR = IC, 0NPAIR5OF2) = JS LLLLL LLLLLLLL L = TIERED EVERGREENS (BA, PS, LM, 5P) LLLLLLLLLLLLL Hinn EVERGREEN GROUND COVER s OTHER (LA, 55) W90 = HN .� DO NOT TRIM TOP EXCEPT FOR DEAD WOOD REMOVE GUY WIRE AT 6 MONTHS AFTER PLANTING 18" HOSE AT GUIDE LINES 3- SINGLE STRAND CHAIN LINK FENCE WIRE -- SURVEYOR TAPE 2 X 2 P.T. WOOD STAKES X 24" POUND BELOW GRADE TREE PLANTINC; DETAIL NO SCALE TREE SPEC: 30 GAL - 1 1/2 MIN - 6'0" HT MIN 2 U F J 4' MAX. 2/3 DRIP LINE FOR HARDWOODS Ir FULL DRIP LINE FOR PINES TREE FROTECTION DETAIL NO SCALE: PLAN' L16T SYMBOL QTY. SCIENTIFIC NAME COMMON NAME 51ZE SPACING NOTES AG 291 ABELIA GRANDIFLOR GLOSSY ABELIA 18" MIN. 36" O.G. W BA 8 BRASSAIA ACTINOPHYLLA SCHEFFLERA 2" CAL VAR 8' TALL MULTI -TRUNK E35 120 BEGONIA SEMPERFLORENS WAX BEGONIA 6" MIN 12" O.G. POTTED CR 90 CATHARANTHUS R05EU5 PERIWINKLE 1 GAL. COPY '' EJ 14 EUONYMUS JAPONICUS EVERGREEN EUONYMOUS 18" MIN. 36" O.C. Q BD 400 CONVOLVULUS BLUE DAZE BLUE DAZE 6" POT 12" O.G. V) IC 20 ILEX CORNUTA CHINESE HOLLY 2" CAL 35' O.C. 6' TALL- IN PAIRS OF TWO J5 6 JUNIPERUS SILLICICOtA RED CEDAR 2" CAL VAR m LA 485 LANTANA MONTEVIDENSIS TRAILING LANTANA I GAL. 24" O.C. � LM 215 LIPIOPE MUSCARI BORDER GRA58 1 GAL 12" O.C. M5 10 MYRICA CERIFERA WAX MYRTLE 4" CAL 12' TALL PR 3 PHOENIX RECLINATA SENEGAL DATE PALM 6' MIN CLUMP OF THREE MIN. P5 30 PHILODENDRON SELLOUM SPLIT LIEF PHILLODE. I GAL VAR QV 12 QUERCUS VIRGINIANA LIVE OAK 3" CAL 35' O.G. 12' TALL I 151 RAPHIOLEPIS INDICA INDIAN HAWTHORNE 2 GAL 24" O.C. 5P 100 SYNGONIUM PODOPHYLLUM NEPTHY816 I GAL VAR Z WT 142 WEDELIA TRILOBATA WEDELIA IGAL 18" O.C. w\\\\; •• *�t.i `/ ■R' 0 V (r t- Q Z 2 00 V � W Z U°_ ;v � V 0 0 a ILL. moo L W W V a U Q _ V '' O V/ V) W Q o � od N iT I- z W V) W J ° Q w W Q U U O O o m O W IT Q � L N W Z s C W O w\\\\; `/ ■R' 0 V (r t- Z 2 ® 4 _j 2 � � V moo W V a V n° LL W �' LL cc ® iT I- z tz 1 3 Z C) 4 LJ W Q U O o m W IT � W Z s J W m w\\\\; t- Q � S tz LJ m Z - Z 5 LLJ DATE OUNNG N0. L-1