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604 DRUID RD6GLI Ar(J'A 0 . Aeve IA/vi6 ofFIc(?, 30' 0' 30' 60' 90' ow- GRAPHIC SCALE - FEET Q QO ® 24' OAK `S C 10' 494A" 0.4' ON 61TE = � v t d" N fir' iW m ASPHALT BOUNDARY SURVEY Mao• N. E• MCMULLEN' 4 jSUBVIV1410N (P. B. 10, PAVE 25) y N o � Z l m J' G�+ 020'04'E 10. 04' A' P, � F _ 1.0' ON SITE • 'V ' 0� V m • �H o v O to Q r , � r 1 � 4 O ae \.QO Q� REVISIONS SHEET i OF ! Lu y J f Z ASPHALT ° ° ti co L y 30' PAVEMENT 1 m a� ♦ 2.5' ON SITE J s `I h V ti o > � Q 4' WALK TECHNICAL 5TANDAI (R IGi iT -OF -WAY WIDTH UNKNOWN) J Ia HQ a >J Z sz-Fp yJ a Z 24.8' 2 J CL a J H= Q H° H fl 4 N H E J r R Q F1 2 J M Q ti o �; SUBJECT TO �IOTE� DRAWN BY: WGN a .p h H H d 2 THE SURVEY C; CHECKED BY: MBF F.B. FILE �° w W hi wm Wo AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH > �1�, V O 7J' O p 1 m FLOUD INSURANCE RATE MAP INFORMATION: V V V V }r COMMUNITY PANEL NUMBER: !25096- 0015 -D DATED: 06 /!9/l99i MOHANNA Fi ' ,JOB NO, 0306065 DATA, FILE: 030606 RECORD NHICH COULD AFFECT THE PROPERTY AND /OR BOUNDARIES. M NOT VALID U S , 5.9' ON SITE ® �u 1 ` 24.8' O i 2ti l �� \�Q 4� ASPHALT • h h•4 �`� � o 16) 1• V `� ✓Z C4 � WALK N 04, r � CONCRETE 4' 6' CURB i� 3 ' po' z 90.8' OPT � F .J_ J W_ 4 ®�� O a r a CONCRETE 2' 6UTTER Sgq' 2070 0 . L. tl. 7' 0 M W 10 X W ~ J K` �z J W Z= -i Q E - 1r- 1- O W W 04 W `LrxO N � w 3 Z W 1- f2 . 52' . 50' 1 52. 50' 777 0' 61br 20' 04' E 54. 50' I W 2 L� x OV W � L� lL LA O 4 C4 LLB � a� W O W `C 1-- I S JB. I r .l� w3O 54.50' a9 LIB O �1D 30' PAVEMENT 1 3 a� ♦ !86 J s `I h V ti o > � Q 4' WALK W 10 X W ~ J K` �z J W Z= -i Q E - 1r- 1- O W W 04 W `LrxO N � w 3 Z W 1- f2 . 52' . 50' 1 52. 50' 777 0' 61br 20' 04' E 54. 50' I W 2 L� x OV W � L� lL LA O 4 C4 LLB � a� W O W `C 1-- I S JB. I r .l� w3O 54.50' a9 LIB O �1D SURVEYOR'S REPORTMOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY. THERE NAY BE SETBACKS, EASEMENTS, RESTRICTIONS, AND /OR OTHER MATTERS OF RECDRD WHICH COULD AFFECT THE PROPERTY AND /OR BOUNDARIES. 2 THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN AND FIELD DATA. 3. ELEVATIONS SHOWN HEREON ARE BASED ON N. S. V. D. 4. CALCULATED INFORMATION IS BASED ON CONCEPTUAL RECREATION OF PLAT INTENT, 5. ALL PROPERTY CORNERS CHECK THE RECORD PLAT UNLESS NOTED OTHERWISE. 6. DIMENSIONS ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF. LEGEND: ¢ CENTERLINE D - CENTRAL ANGLE A ARC LENGTH c AIR C) = CALCULATED IONER CH S CHORD TE BLOCK STRUCTURE CLF CHAIN LINK FENCE CONC. CONCRETE CB /CH = CHORD BEARING /CHORD ELEV. - ELEVATION FCM FOUND CONCRETE MONUMENT FOH - FOUND DRILL HOLE FCIR FOUND CAPPED IRON ROD FIR FOUND 1 /2' IRON ROD FND • FOUND FNT FOUND NAIL 6 TIN FOEP - FOUND i' OPEN END PIPE FPP FOUND PINCHED PIPE L L F. - LOWEST LIVING FLOOR A - NOT MEASURED APPLICABLE E .O. PLAT BOOK LA PG. PAGE POO POINT OF BEGINNING POC - POINT OF COMMENCEMENT R = RADIUS (p) . RECORD SDH = TI ODRLL HULE SNT - SET NA 6 TIN SCIR • SET CAPPED IRON ROD ►5545 SIR - SET IRON ROD U. E. • UTILITY EASEMENT — .— • FENCE LINE OF THE PROPERTY DESCRIBED HEREON WAS MADE THAT THE SURVEY CCMPLI ES WITH THE MINIMUM Y.THE FLORIDA BOARD OF PROFESSIONAL LAND F. A C. , PURSUANT TO SECTION RATE 7, HOWN HEREON IS A TRUE AND ACCURATE 0 =j.,_ ST OF MY KNOWLEDGE AND BELIEF. : 'Tok , E 19 NPT Dn.91E 9 PROFESSIONAL LIABILITY INSURANCE Ft 4 $iI` 't7 DATE OATfO; AND TAMPED WITH A RAISED EMBOSSED SEAL 30' PAVEMENT 1 CERTIFICATION: ��� n `/ �O� ® J 1 HEREBY CERTIFY UNDER MY D I RENT I o > � Q CERTIFIED 10: TECHNICAL 5TANDAI (R IGi iT -OF -WAY WIDTH UNKNOWN) MILLENNIUM CONSTRUCTION COMPANY, INC. SURVEYORS AND MAI FLORIDA STATUTES. Z STEPHEN WATTS, ESA. REPRESENTATION 01 (NOT TO SCALE) �� ®� �; SUBJECT TO �IOTE� DRAWN BY: WGN CREW CHIEF: WGM LEGAL DESCRIPTION: (SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST) MOHAMMAD 0. FAR 2 THE SURVEY C; CHECKED BY: MBF F.B. FILE THE WEST 200 FEET DF THE SOUTH !/2 DF BLOCK 8, WALLACE ADDITION TO CLEARWATER, 13131.Maadowvlew Place, New Port Richey, Florida, 34655 Ptone: (727) 375 -1740 Fdx: (727) 375 -1741 w � ! AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH SCALE: ! 30' FIELD WORK: O6/!0/03 COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY. FLOUD INSURANCE RATE MAP INFORMATION: THERE MAY BE SETBACKSS EASEMENTS. RESTRICTIONS, AND /OR OTHER MATTERS OF COMMUNITY PANEL NUMBER: !25096- 0015 -D DATED: 06 /!9/l99i MOHANNA Fi ' ,JOB NO, 0306065 DATA, FILE: 030606 RECORD NHICH COULD AFFECT THE PROPERTY AND /OR BOUNDARIES. THE BASEER00 YEAR FLOOD ELEVATION ON FLOOD ZONE MEAN SEA LEVEL. NOT VALID U S , SURVEYOR'S REPORTMOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY. THERE NAY BE SETBACKS, EASEMENTS, RESTRICTIONS, AND /OR OTHER MATTERS OF RECDRD WHICH COULD AFFECT THE PROPERTY AND /OR BOUNDARIES. 2 THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN AND FIELD DATA. 3. ELEVATIONS SHOWN HEREON ARE BASED ON N. S. V. D. 4. CALCULATED INFORMATION IS BASED ON CONCEPTUAL RECREATION OF PLAT INTENT, 5. ALL PROPERTY CORNERS CHECK THE RECORD PLAT UNLESS NOTED OTHERWISE. 6. DIMENSIONS ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF. LEGEND: ¢ CENTERLINE D - CENTRAL ANGLE A ARC LENGTH c AIR C) = CALCULATED IONER CH S CHORD TE BLOCK STRUCTURE CLF CHAIN LINK FENCE CONC. CONCRETE CB /CH = CHORD BEARING /CHORD ELEV. - ELEVATION FCM FOUND CONCRETE MONUMENT FOH - FOUND DRILL HOLE FCIR FOUND CAPPED IRON ROD FIR FOUND 1 /2' IRON ROD FND • FOUND FNT FOUND NAIL 6 TIN FOEP - FOUND i' OPEN END PIPE FPP FOUND PINCHED PIPE L L F. - LOWEST LIVING FLOOR A - NOT MEASURED APPLICABLE E .O. PLAT BOOK LA PG. PAGE POO POINT OF BEGINNING POC - POINT OF COMMENCEMENT R = RADIUS (p) . RECORD SDH = TI ODRLL HULE SNT - SET NA 6 TIN SCIR • SET CAPPED IRON ROD ►5545 SIR - SET IRON ROD U. E. • UTILITY EASEMENT — .— • FENCE LINE OF THE PROPERTY DESCRIBED HEREON WAS MADE THAT THE SURVEY CCMPLI ES WITH THE MINIMUM Y.THE FLORIDA BOARD OF PROFESSIONAL LAND F. A C. , PURSUANT TO SECTION RATE 7, HOWN HEREON IS A TRUE AND ACCURATE 0 =j.,_ ST OF MY KNOWLEDGE AND BELIEF. : 'Tok , E 19 NPT Dn.91E 9 PROFESSIONAL LIABILITY INSURANCE Ft 4 $iI` 't7 DATE OATfO; AND TAMPED WITH A RAISED EMBOSSED SEAL W z W > W Q � z o > � Q } � �: GRUID ROAD EASt Z LOCATION MAP (NOT TO SCALE) SURVEYOR'S REPORTMOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY. THERE NAY BE SETBACKS, EASEMENTS, RESTRICTIONS, AND /OR OTHER MATTERS OF RECDRD WHICH COULD AFFECT THE PROPERTY AND /OR BOUNDARIES. 2 THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN AND FIELD DATA. 3. ELEVATIONS SHOWN HEREON ARE BASED ON N. S. V. D. 4. CALCULATED INFORMATION IS BASED ON CONCEPTUAL RECREATION OF PLAT INTENT, 5. ALL PROPERTY CORNERS CHECK THE RECORD PLAT UNLESS NOTED OTHERWISE. 6. DIMENSIONS ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF. LEGEND: ¢ CENTERLINE D - CENTRAL ANGLE A ARC LENGTH c AIR C) = CALCULATED IONER CH S CHORD TE BLOCK STRUCTURE CLF CHAIN LINK FENCE CONC. CONCRETE CB /CH = CHORD BEARING /CHORD ELEV. - ELEVATION FCM FOUND CONCRETE MONUMENT FOH - FOUND DRILL HOLE FCIR FOUND CAPPED IRON ROD FIR FOUND 1 /2' IRON ROD FND • FOUND FNT FOUND NAIL 6 TIN FOEP - FOUND i' OPEN END PIPE FPP FOUND PINCHED PIPE L L F. - LOWEST LIVING FLOOR A - NOT MEASURED APPLICABLE E .O. PLAT BOOK LA PG. PAGE POO POINT OF BEGINNING POC - POINT OF COMMENCEMENT R = RADIUS (p) . RECORD SDH = TI ODRLL HULE SNT - SET NA 6 TIN SCIR • SET CAPPED IRON ROD ►5545 SIR - SET IRON ROD U. E. • UTILITY EASEMENT — .— • FENCE LINE OF THE PROPERTY DESCRIBED HEREON WAS MADE THAT THE SURVEY CCMPLI ES WITH THE MINIMUM Y.THE FLORIDA BOARD OF PROFESSIONAL LAND F. A C. , PURSUANT TO SECTION RATE 7, HOWN HEREON IS A TRUE AND ACCURATE 0 =j.,_ ST OF MY KNOWLEDGE AND BELIEF. : 'Tok , E 19 NPT Dn.91E 9 PROFESSIONAL LIABILITY INSURANCE Ft 4 $iI` 't7 DATE OATfO; AND TAMPED WITH A RAISED EMBOSSED SEAL MATERIAL SCHEDULE O.A.H. = OVERALL HEIGHT CAL. = CALIPER SYMBOL BOTANICAL NAME COMMON NAME = 31,848 S.F. .731 SIZE & REMARKS .073 CR LAGERSTROEMIA INDICA CRAPE MYRTLE 10' O.A.H. 4' SP. 30 GALLON "TUSCARORA ", 2" CAL. MIN. VI VIBURNUM SUSPENSUM VIBURNUM 3 GALLON 30" HIGH MIN. PLANT ® 3' -0" O.C. MAX. SRB STRELITZIA REGINAE GIANT BIRD -OF- PARADISE 10 GALLON 6' -0" HIGH MIN. OF GROSS BUILDING AREA) = 9.41 SPACES GJ GARDENIA JASMINOIDES GARDENIA 3 GALLON 30" HIGH MIN. ° HS HEMEROCALLIS FULVA DAY LILY 1 GALLON 15" HIGH MIN. (n RI RHODODENDRON INDICUM INDIAN AZALEA 3 GALLON 30" HIGH MIN. PLANT @ 3' -0" O.C. MAX. CL CRINUM SPP. CRINUM LILY 7 GALLON 30" HIGH MIN. PG PHOTINIA GLABRA RED TIP 3 GALLON 30" HIGH MIN. PLANT ® 3' -0" O.C. MAX. LC LANTANA CAMARA LANTANA 1 GALLON 10" O.A.H. GROSS EXISTING SQUARE AREA TOTAL SITE AREA EXISTING BUILDING & DRIVE TRU EXISTING DRIVES, WALKS & PARKING EXISTTNG PERMEABLE SPACE (GREEN AREA) FOOTAGES SQUARE FEET ACRES PERCENTAGE % = 31,848 S.F. .731 100% = 3,187 S.F. .073 10% = 14,549 S.F. .333 46% = 14,112 S.F. .324 44% GROSS PROPOSED SQUARE FOOTAGES AREA SQUARE FEET ACRES PERCENTAGE % TOTAL SITE AREA = 31,848 S.F. .731 100% PROPOSED BUILDING & ENTRY CANOPY = 3,137 S.F. .072 10% PROPOSED DRIVES, WALKS & PARKING = 13,156 S.F. .302 41% PROPOSED PERMEABLE SPACE (GREEN AREA) = 15,555 S.F. .357 49% PROPOSED DRIVEWAY AND PARKING = 12,208 S.F. W W o INTERIOR VEHICULAR USE LANDSCAPE ISLAND = 1,298 S.F. (10.6% OF PROPOSED DRIVEWAY AND PARKING AREA). PARKING SPACES REQUIRED = (1 TO 3 SPACES PER 1000 S.F. OF GROSS BUILDING AREA) = 9.41 SPACES PARKING SPACE PROVIDED = 17 SPACES W BUILDING INFORMATION ZONING DOWNTOWN USE OFFICE BUILDING HEIGHT 17' -6" F& VI R If • PAGE 25) ►:•' 2 11� 111 i� CLF .Ti�T�'r Ti T► . � � �► ir. �� �� �► �� 4I► �► Iit�S► • j 1 �;1 ►;1 S;1` ►;i 1;1 .; /;1 /.1 �i is �W A it �r v v v �r.�li v v v . �i • j.3 J1 � i 1 (1) 90 GAL ROLL-OUT DUMPSTER PAD. 24.81 PROPOSED I-STORY OFFICE ADDITION EXISTING 604 DRUID ROAD I-STORY C,B,, • �' �' (PREVIOUSLY EXISTING COVERED DRIVE-THRU) COMMERCIAL I� • • #606 DRUID ROAD R ® 000doo� o, o o� +�Eo�o�eT�►b ;oa ► !���� � • I � 0 ►� ' SCI" . ♦. 1 ♦, O1 C- . ♦ 01.90.... JI J Q ti x2� Z 11,7' 0 �JA 11,7' � w xw2: io d E cq E � E L� J U 00 0.3" W SI CONC TP01 PRELIMINARY ARCHITECTURAL SITE PLAN INFORMATION TAKEN FROM SURVEY DATED 6/10/2003 BYI MOHAMMAD B, FAR 8131 Meadowview Place, New Port Richey, Florida, 34655 Phones (727) 375 -1740 Faxl (727) 375 -1741 2� �� (�r��cl Kc�. Sieve �/a�4s oFpce SG%q_ F 0\ 1�2 t`o 56,50' S8 9 °20'04 "E 67,30' l'u w W L 0 r� Z � b o w D o W LL z V) In w z 0 00 24" OAK H " TWIN AK w 0.4' ON SITE �b F& VI R If • PAGE 25) ►:•' 2 11� 111 i� CLF .Ti�T�'r Ti T► . � � �► ir. �� �� �► �� 4I► �► Iit�S► • j 1 �;1 ►;1 S;1` ►;i 1;1 .; /;1 /.1 �i is �W A it �r v v v �r.�li v v v . �i • j.3 J1 � i 1 (1) 90 GAL ROLL-OUT DUMPSTER PAD. 24.81 PROPOSED I-STORY OFFICE ADDITION EXISTING 604 DRUID ROAD I-STORY C,B,, • �' �' (PREVIOUSLY EXISTING COVERED DRIVE-THRU) COMMERCIAL I� • • #606 DRUID ROAD R ® 000doo� o, o o� +�Eo�o�eT�►b ;oa ► !���� � • I � 0 ►� ' SCI" . ♦. 1 ♦, O1 C- . ♦ 01.90.... JI J Q ti x2� Z 11,7' 0 �JA 11,7' � w xw2: io d E cq E � E L� J U 00 0.3" W SI CONC TP01 PRELIMINARY ARCHITECTURAL SITE PLAN INFORMATION TAKEN FROM SURVEY DATED 6/10/2003 BYI MOHAMMAD B, FAR 8131 Meadowview Place, New Port Richey, Florida, 34655 Phones (727) 375 -1740 Faxl (727) 375 -1741 2� �� (�r��cl Kc�. Sieve �/a�4s oFpce SG%q_ F 0\ 1�2 t`o 56,50' S8 9 °20'04 "E 67,30' l'u w 7/15/03 L D W RWH z w F w D = ►-- o0 W LL z V) In w z 0 00 Q H SITE w In W W o U J W ._j C � o All U W W DRUID ROAD EAST ° w R I 28 F- C4 l z PLAN NORTH LOCATION MAP (NOT TO SCALE) t 52,50' S89 °20'04 "E 54,50' n n/ 7/15/03 L L� W RWH W F IA000 NWIA = ►-- o0 W LL J V) In ° O 00 I-- 0j {-- Ql oP In W W o U Ln P�� W ._j C � o All U W \ / _ w � U L_ z ­i >_ H 3 ON �w I O ► O►j� 7/15/03 O L� i0�00 RWH W Ln IA000 NWIA �° x x2� SIGHT VISIBILITY TRIANGLE (TYPICAL) s�8� 'mac 1, p O� 9 81.52' 54,50' N89 011'29 "W 136,02'(M) 134,5'(R) r. 0 0 n U O O 3 0 0 0 CD C) V) PLAN NORTH Scale: 1" = 20' r� �u z 7/15/03 Scale: L� o RWH W Ln 20 L-- W ILl I A W LL -�j- (tl III � In ° O p I-- 0j {-- _ In O W o Ld Q W V) V) 3 {_- W W > ° Er Q R I 28 F- J l s�8� 'mac 1, p O� 9 81.52' 54,50' N89 011'29 "W 136,02'(M) 134,5'(R) r. 0 0 n U O O 3 0 0 0 CD C) V) PLAN NORTH Scale: 1" = 20' r� �u z 7/15/03 Scale: 1 " = 20' o RWH (V) Q 0- w °- O p I-- 0- LL_ J �. O Ld Q I)-- EY LLJ o LLJ w En > ° Er Q LiJ I— J l z (n co U Q U Ld 2 Q Cz G � o J Ld ' t1 U 7/15/03 Scale: 1 " = 20' o RWH (V) Q 0- w °- O p I-- Q LL_ J �. O m Q I)-- EY LLJ o LLJ w LL- > ° Er Q LiJ I— q- O l z (n co U Date: 7/15/03 Scale: 1 " = 20' Drawn: RWH Job: Sheet: AS-1 .1