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510 DRUID RD0 61' 010/1 d 411 z plain � ist; Plant okW 4 Size White Crepe Mule 5 6' h4,1112" gal r l&ersfroemia indka BALL 6. Wiring ked fip Phntku 1-4 5 Gallas plri M x rrxeri l i e3 are raa,: o -Jxy 8. Rain sensor Mark grass 295 1 Gdlcn 0PbqV,PM_iWk16 OF 4') olue 17aze 156 1 GaIlan eua► b5 cowratus SHALL BE REMOVED �r— ICI I� i Al 611 — arm rN � ors Q1811 �� — — — �r �wr r ar r �r saw -- -�-- -- — •..�m.....r moo — — �..._..._.._ —__... ..._ --- 1 ( I I - I I I I I I U 5' 10' 20' fer r SCALE IN FEET EXISTING TREE LEGEND SYMBOL DESCRIPTION O OAK PINE 9 PALM >�t HOLLY O OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. DESIGNATES TREE TO BE REMOVED SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST Irrigation System Shop Drawing Requirements: The contractor shall supply shop drawings for the irrigation system for the owner's and engineers approval prior to ordering any equipment. A minimum of the following information shall be included in the submittal. List and catalog information on all equipment to be used: ANY ( HA G S I'� 1. Type of pipe 2. Type of fittings OF'tiw 3. Sprinkler heads Vv .J. 4. Timer REMOVE ANY 5. Valves (automatic and manual) • 0.fl BALL 6. Wiring r 2Yi OF ROOT BALL 7. Drip lines or devices 'a�ei z ��Lt.�a l i e3 are raa,: o -Jxy 8. Rain sensor SUITABLE NATIVE 9. Well and pump The drawings shall contain the following design data: �}� ; _ 1. General piping layout with main line sizes t 2. Approximate head / distribution device placement 3. Zone flow demand information 4. Any other pertinent information required to ascertain function of the system proposed IRRIGATION NOTES:° 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER- MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO CITY, COUNTY OR MUNICIPAL WATER SOURCES UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVER SPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVER SPRAY LOW NEED AREAS. 3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. TIMER SHALL BE A RAINBIRD MODEL ESPI2LX +. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. RAIN SENSOR SHALL BE A RAINBIRD MODEL PEDLX. FERTILIZATION NOTES: SHRUBS ALL SHRUBS SHALL BE FERTILIZED WITH "AGNFORM" 20 -15 -5 PLANTING TABLETS AT TIME OF PLANTING AND PRIOR TO INSTALLATION OF PLANT PIT BACKFILL. TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT BALL AT A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT BALL. APPLICATION RATE: 1 GALLON CONTAINER 1 - 21 GRAM TABLET 3 GALLON CONTAINER 2 - 21 GRAM TABLETS GROUNDCOVER AREAS ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE FERTILIZER PER MANUFACTURERS SPECIFICATIONS. IRRIGATION THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR BOTH THE INITIAL GROW -IN PERIOD AND AS REQUIRED THROUGHOUT THE WARRANTY PERIOD. THIS IRRIGATION SHALL BE COORDINATED THE OWNER. PLANTING NOTES: ALL PLANTINGS SHALL CONFORM TO "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI 260.1 AND BE FLORIDA GRADE #1 OR BETTER AS DETERMINED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND .. CONSUMER SERVICES "GRADES AND STANDARDS FOR NURSERY PLANTS." . `GENERAL LANDSCAPE NOTES: 1. ALL PLANT MATERIALS SHALL BE FLORIDA GRADE #1 OR BETTER AND INSTALLED TO HIGHEST NURSERY STANDARDS. PLANTS SHALL BE HEALTHY, FREE OF PESTS AND DISEASE. 2. ALL PLANTS SHALL BE CONTAINER GROWN EXCEPT AS NOTED ON PLAN. 3. SOD SHALL BE 95% WEED FREE BAHIA SOD, INSTALLED WITH TIGHT JOINTS. 4. ALL MATERIALS SHALL BE AS SPECIFIED ON THE PLANS. IF MATERIALS, LABOR OR INSTALLATION TECHNIQUES DO NOT ADHERE TO THE SPECIFICATIONS, THEY WILL BE REJECTED WITH SPECIFIED MATERIALS AND INSTALLATION CARRIED OUT BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST. 5. NO SUBSTITUTIONS OF MATERIALS OR CHANGES TO THE DRAWINGS OR SPECIFICATIONS SHALL BE MADE. 6. ALL REQUIRED PERMITS ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS SPECIFICALLY STATED OTHERWISE IN THE SPECIFICATIONS. 7. ALL PROPOSED LANDSCAPE AND SOD AREAS CONTAINING TURF OR WEEDS SHALL BE TREATED WITH "ROUND -UP" PER MANUFACTURER'S SPECIFICATIONS. 8. LANDSCAPE CONTRACTOR SHALL PROVIDE ALL NECESSARY SITE PREPARATION REQUIRED TO READY THE SITE FOR PLANTI' AS SPECIFIED. 9. THE LANDSCAPE CONTRACTOR SHALL WARRANTY AND GUARANTEE ALL MATERIALS AND LABOR FOR A PERIOD OF 180 DA' FOR SHRUBS AND GROUNDCOVER. WARRANTY AND GUARANTEE PERIOD SHALL BEGIN UPON DATE OF COMPLETION AND FINAL ACCEPTANCE. 10, ALL REPAIRS AND /OR REPLACEMENTS SHALL BE MADE BY THE LANDSCAPE CON TOR WITHIN 10 WORKING DAYS UPC NOTIFICATION OF ANY DEFICIENCIES BY THE OWNER OR THEIR REPRESENTATIVE. j "j t, __ TYPICAL TREE REMOVE ANY ROOT DELETERIOUS BALL MATERIAL WITHIN 2Yi OF ROOT BALL OF TREE AND REPLACE WITH SUITABLE NATIVE SOILS (TO A MAX. OF 4') ONLY SUITABLE SOIL SHALL REMAIN IN PLANTING AREAS. ALL CONSTRUCTION DEBRIS AND DELETERIOUS MATERIAL SHALL BE REMOVED TYPICAL PLANTING DIAGRAM NOT TO SCALE LANDSCAPE PLAN APPROVED AS NOTED Date By U L 03 2003 " i 2 09 ba[hn Q C!, LANDSCAPE PLAN JOB No. 27407 m rn t`J h i3 7 W a_ Y 'Z U iY _O 3 n Y uJ p CC N 1 No. DATE I REVISIONS DRN. CKD. APP. RESNIK - DRUID ROAD PROPERTY LANDSCAPE PLAN 'allZ,� . . CLEARWATER PINELLAS COUNTY ;���� +`tc,`��5.. FLO,RI >, PREPARED FOR: MR. ROBERT RESNIK P.O. BOX 8005 PALM HARBOR, FLORIDA 34684 Phone: (727) 787 -5532 DATE: Nov. 7, 2002 APPROVED BY: .� . -� t Uj t� X 0; n • s S. AN " LLOV FL ENGINEER'S LICENSE tso, X503. \i �*e FL SURVEYOR & MAPPER LIC IJSE ,rJ} �L° _ 1,,7 2 DES.: T.G. Radcliffe DRN.: CMM, RLG CKD.: 'SIC SCALE: AS SHOWN JOB No. 27407 LLOVERAS BAUR & STEVENS SHEET 1 ENGINEERS - SURVEYORS - PLANNERS Phone: (727) 784 -3965 #LS 0000208 Fax: (727) 784 -8153 1 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 OF �1 I LANDSCAPE PLAN JOB No. 27407 m rn t`J h i3 7 W a_ Y 'Z U iY _O 3 n Y uJ p CC N 1 1� 0' 10' 20' 40' rrr rr-- SCALE IN FEET EXISTING POWER SUPPLY TO BE RELOCATED BY OTHERS T.B.M. #1 EL. = 40.41 4a- EXISTING SIDEWALK TO BE REMOVED � NOTE: THIS PARCEL OF LAND IS TO EXCHANGED WITH THE ADJACENT G 0 PROPERTY OWNER. t �P 4, i PROPOSED 07" CAR STOPS PROPOSED 6" CURB 05" SEE DETAIL SHEET 2 O1318 EXISTING 3Bx_' OR x 38 Pa CURB J.B. C. B. LATERAL M.H./ F.H. a -0 .V. -- -- - -S /De - -I- - - - - -- I 15' WIDE UTILITY EASEMENT EXISTING O.R. BOOK 2685, PAGE 794 ONE STORY I MASONRY & METAL BUILDING o � n CENTERLINE OF 15' WIDE - S.88 57 27 E. VACATED ALLEY I:I 141 .'J5' SIDEWALK --. - CONC. 3g / TEMPORARY MOBILE --, MRI TRAILER o_ i I I U SAWCUIT I I N y EXISTING 0) i EXISTING I TWO STORY I'- / I MASONRY & STONE BUILDING II •" PAVEMENTI II 4 / AND BASE] I I LOWEST FL. EL. = 38.30 19 27' rll #510 DRUID ROAD 09 Icy ,- r X00 { >::: I I N w o 3 t O LO �__ - - -- - CONC. !` -T," - j .- '- _ 1 x.;: - . SAWCUT AND MATCH .:: »::> s� <.a......:: <:: 37.19EP EXISTING EDGE OF o I N '. H 3j fo 37.6 ASP N ALT w�.... l ..v,�- ` __ ............. ....... ... z..� 980 3j 608 P 'ASPHALT PAVEMENT I o a I I L u 0 6„ W C v I ' EXISTIN HgNDICAP _.. •._ ..... __....... O 5" EAR t0 - ,� I PARKING Si�ACE TO BE 3�.- .._.._.. w „ „ „N 040 '` _- ._......... .............. - REMOVED EXISTING POWER POLE 0 8" ,6 ,5 gl" 1 29' ( o I �.�, I r•• "Z_. ° °......_... TO BE RELOCATED L O S Y ' SIGN... 0.21 «.....2, 110 1A 1/1SOUTHEAST 16 O 12° : CORNER 3 SPACES ; 0 OF LOT 11 # N.88°57'27'27"W I,O l I'll - / T.B.M. 2 23 I 29.06' EL. = 37.46 1 BASIS OF BEARINGS 25 °NORTH RIGHT -OF -WAY I Y - -� ��..-._ - -- __---- ___---- _-__.-_.UNE OF DRUID ROAD GAS LINE - - °-•We- -..,.. - - - - - - - - - - 3s \ .. - _DRUID ROAD (WALLACE STREET PER PLAT) I TEMPORARY BENCH MARK #1 EL. = 40.41 SET NAIL IN SOUTH SIDE OF POWER POLE #6112049 LOCATED 50' f EAST OF NORTHWEST PROPERTY CORNER TEMPORARY BENCH MARK #2 EL. = 37.46 SET NAIL IN POWER POLE #2 -45890 LOCATED AT SOUTHWEST PROPERTY CORNER GENERAL LEGEND DENOTES RIGHT -OF -WAY or PROPERTY LINE SPOT ELEVATION CONTOUR PAVEMENT STORM DRAINAGE SANITARY GRAVITY MAIN WATER MAIN FORCE MAIN SUB -DRAIN WATER METER PROPOSED SIGN i -- Or ---- -- -- -so-- - - (6Q' RIGHT -OF -WAY PER PLAT) EXISTING D.I. I`4 TOP EL. = 35.09 GRATE EL. = 34.43 INV. S. = 32.28 PLAN VI CI A1 1" =20' TREE LEGEND SYMBOL DESCRIPTION 0 OAK � A PINE 0 PALM LEGEND HOLLY O OTHER AS NOTED SIZES AS SHOWN PROPOSED NOTE: ONLY TREES V D.B.H. OR LARGER NEW PAVEMENT HAVE BEEN LOCATED AND SHOWN. TABULATION OF NOTES SYMBOL LEGEND • BOLLARD ® CABLE TV PEDESTAL 0 CLEANOUT ® DROP INLET 0 FIRE HYDRANT 0.41 Ac. GATE VALVE a GROUND LIGHT P GUY ANCHOR b HOSE BIBS © LAMP POST $ LIGHT POLE COVERAGE METER POLE O PHONE SERVICE PEDESTAL 0 POWER POLE .1 SIGN 0 WATER METER EXISTING 3Bx_' OR x 38 Pa CURB J.B. C. B. LATERAL M.H./ F.H. a -0 .V. -- -- - -S /De - -I- - - - - -- I 15' WIDE UTILITY EASEMENT EXISTING O.R. BOOK 2685, PAGE 794 ONE STORY I MASONRY & METAL BUILDING o � n CENTERLINE OF 15' WIDE - S.88 57 27 E. VACATED ALLEY I:I 141 .'J5' SIDEWALK --. - CONC. 3g / TEMPORARY MOBILE --, MRI TRAILER o_ i I I U SAWCUIT I I N y EXISTING 0) i EXISTING I TWO STORY I'- / I MASONRY & STONE BUILDING II •" PAVEMENTI II 4 / AND BASE] I I LOWEST FL. EL. = 38.30 19 27' rll #510 DRUID ROAD 09 Icy ,- r X00 { >::: I I N w o 3 t O LO �__ - - -- - CONC. !` -T," - j .- '- _ 1 x.;: - . SAWCUT AND MATCH .:: »::> s� <.a......:: <:: 37.19EP EXISTING EDGE OF o I N '. H 3j fo 37.6 ASP N ALT w�.... l ..v,�- ` __ ............. ....... ... z..� 980 3j 608 P 'ASPHALT PAVEMENT I o a I I L u 0 6„ W C v I ' EXISTIN HgNDICAP _.. •._ ..... __....... O 5" EAR t0 - ,� I PARKING Si�ACE TO BE 3�.- .._.._.. w „ „ „N 040 '` _- ._......... .............. - REMOVED EXISTING POWER POLE 0 8" ,6 ,5 gl" 1 29' ( o I �.�, I r•• "Z_. ° °......_... TO BE RELOCATED L O S Y ' SIGN... 0.21 «.....2, 110 1A 1/1SOUTHEAST 16 O 12° : CORNER 3 SPACES ; 0 OF LOT 11 # N.88°57'27'27"W I,O l I'll - / T.B.M. 2 23 I 29.06' EL. = 37.46 1 BASIS OF BEARINGS 25 °NORTH RIGHT -OF -WAY I Y - -� ��..-._ - -- __---- ___---- _-__.-_.UNE OF DRUID ROAD GAS LINE - - °-•We- -..,.. - - - - - - - - - - 3s \ .. - _DRUID ROAD (WALLACE STREET PER PLAT) I TEMPORARY BENCH MARK #1 EL. = 40.41 SET NAIL IN SOUTH SIDE OF POWER POLE #6112049 LOCATED 50' f EAST OF NORTHWEST PROPERTY CORNER TEMPORARY BENCH MARK #2 EL. = 37.46 SET NAIL IN POWER POLE #2 -45890 LOCATED AT SOUTHWEST PROPERTY CORNER GENERAL LEGEND DENOTES RIGHT -OF -WAY or PROPERTY LINE SPOT ELEVATION CONTOUR PAVEMENT STORM DRAINAGE SANITARY GRAVITY MAIN WATER MAIN FORCE MAIN SUB -DRAIN WATER METER PROPOSED SIGN i -- Or ---- -- -- -so-- - - (6Q' RIGHT -OF -WAY PER PLAT) EXISTING D.I. I`4 TOP EL. = 35.09 GRATE EL. = 34.43 INV. S. = 32.28 PLAN VI CI A1 1" =20' TREE LEGEND SYMBOL DESCRIPTION 0 OAK � A PINE 0 PALM LEGEND HOLLY O OTHER AS NOTED SIZES AS SHOWN PROPOSED NOTE: ONLY TREES V D.B.H. OR LARGER NEW PAVEMENT HAVE BEEN LOCATED AND SHOWN. TABULATION OF NOTES /0000, INI 0' 5' 10' 20' SCALE IN FEET SAWCUT AND MATCH EXISTING CONCRETE WALK SLOPE .'.24:1' 3 v� 6 EXPOSED FACE OF WALK Q�o SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST ;j t f if � sF t Q ' �A�o HANDICAP SIGN SEE DETAIL SHEET No. 2 I / �f- --- - - - --- � 11 I I� TRANSITION FROM 6" ­` EXPOSED TO 0" EXPOSED \WALK FLUSH FACE OF WALK WITH PAVEMENT NEW HANDICAP PARKING SPACE, STRIPE IN ACCORDANCE WITH DETAIL I I SHOWN ON SHEET No. 2 I I � I � I INSET "A" SCALE: 1" =10' BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 771 (HARRIS "M "), EL. = 37.99, NATIONAL GEODETIC VERTICAL DATUM -1929, UNADJUSTED. UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. FLOOD ZONE NOTE: THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 125096 0015 D, INDEX DATED AUGUST 18, 1992. INDEX OF DRAWINGS SHEET No. DESCRIPTION 1 .......... PARKING RENOVATION PLAN No. I_DATE R AREA - EXISTING AREA - PROPOSED USE S.F. Ac. TOTAL S.F. Ac. % OF TOTAL 1. IMPERVIOUS AREAS 17,885 S.F. 0.41 Ac. 80.39X 17,403 S.F. 0.40 Ac. 81.83X A. BUILDING GROUND 4,195 S.F. 0.10 Ac. 19.6170 4,195 S.F. 0.10 Ac. 20.41% COVERAGE B. WALKS,STOOPS,DECKING 1,273 S.F. 0.03 Ac. 5.88% 1,102 S.F. 0.02 Ac, 4.08% C. PAVEMENT 12,417 S.F. 0.28 Ac. 54.90% 12,106 S.F. 0.28 Ac. 57.14% 2. OPEN SPACE 4,336 S.F. 0.10 Ac. 19.81X 4,103 S.F. 0.09 Ac. 18.37X A. DETENTION AREA WATER 0 S.F. 0.00 Ac. 0.00% 0 S.F. 0.00 Ac. 0.00% SURFACE ' ORIJID•RD. v' SITE ..f-. ;JASMINE, WAYS : B. GRASS AND LANDSCAPE 4,336 S.F. 0.10 Ac. 19.61% 4,103 S.F. 0.09 Ac. 18.37% AREAS VICINITY MAP 3. TOTAL 1 22,221 S.F. 1 0.51 Ac. I 100.00x 1 21,506 S.F. 0.49 Ac. 1 100.0OX /0000, INI 0' 5' 10' 20' SCALE IN FEET SAWCUT AND MATCH EXISTING CONCRETE WALK SLOPE .'.24:1' 3 v� 6 EXPOSED FACE OF WALK Q�o SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST ;j t f if � sF t Q ' �A�o HANDICAP SIGN SEE DETAIL SHEET No. 2 I / �f- --- - - - --- � 11 I I� TRANSITION FROM 6" ­` EXPOSED TO 0" EXPOSED \WALK FLUSH FACE OF WALK WITH PAVEMENT NEW HANDICAP PARKING SPACE, STRIPE IN ACCORDANCE WITH DETAIL I I SHOWN ON SHEET No. 2 I I � I � I INSET "A" SCALE: 1" =10' BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY BENCH MARK No. 771 (HARRIS "M "), EL. = 37.99, NATIONAL GEODETIC VERTICAL DATUM -1929, UNADJUSTED. UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. FLOOD ZONE NOTE: THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 125096 0015 D, INDEX DATED AUGUST 18, 1992. INDEX OF DRAWINGS SHEET No. DESCRIPTION 1 .......... PARKING RENOVATION PLAN No. I_DATE R DESCRIPTION: A portion of Lot 10 and all of Lot 11, together with the south 7.50 feet of t e vacated alley adjacent to the north lot lines of said portion of Lot 10 and Lo 11, Block 4, WALLACE ADDITION TO CLEARWATER, according to the plat thereof I 3s; recorded in Plot Book 3, Page 6 of the Public Records of Hillsborough Count Florida of which Pinellas County was formerly a part thereof, being more particularly described as follows: Begin at the southeast corner of Lot 11 of the aforementioned plat of WALLA E ADDITION TO CLEARWATER, and run N.88 °57`27 "W., along the south lot line of ots 10 and 11 also being the north right -of -way line of Druid Road, 129.06 feet thence, leaving the north right -of -way line of Druid Road, N.00 °02'26 "E., 158.97 feet; thence S. 88 °57'27 "E., along the centerline of a 15 feet wide vacated of ey, 141.55 feet; thence S.04 °32'21 "W., along the east lot line of said Lot 11 and its extension, 159.25 feet to the Point of Beginning. Containing 0.494 acres more or less. PURPOSE OF PLAN NOTE: THIS PLAN IS PREPARED IN CONJUNCTION WITH AN EXCHANGE OF PROPERTY WITH THE ADJOINING PARCEL TO THE WEST. THIS EXCHANGE IS BEING MADE TO PROMOTE ORDERLY AND EFFICIENT USE OF BOTH PARCELS. THE MINOR RECONFIGURATION OF PARKING SHOWN HEREON RESULTS IN A DECREASE IN IMPERVIOUS AREA AND A GAIN OF PARKING WITHIN THIS PARCEL. IN ADDITION, CHANGES ARE PROPOSED TO THE HANDICAP PARKING TO BRING IT INTO COMPLIANCE WITH THE ADA. GENERAL NOTES: 1. ALL ELEVATIONS ARE BASED ON N.G.V. DATUM. 2. ALL DIMENSIONS ARE APPROXIMATE SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THAT THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL UTILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 5. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. NOTES: 1. THIS PROPERTY IS ZONED DOWNTOWN DISTRICT ( "D "). 2. THE COMPREHENSIVE LAND USE PLAN DESTINATION IS CENTRAL BUSINESS DISTRICT. 3. TOTAL SITE AREA PRIOR TO PARCEL EXCHANGE = 0.51 Ac. (22,221 S.F.). 4. TOTAL SITE AREA AFTER PARCEL EXCHANGE = 0.49 Ac. (21,506 S.F.). 5. TOTAL BUILDING FLOOR AREA = 8,390 S.F. 6 TOTAL IMPERVIOUS AREA PRIOR TO PARCEL EXCHANGE = 17,885 S.F. (ISR = .80),I' 7. TOTAL IMPERVIOUS AREA AFTER PARCEL EXCHANGE = 17,403 S.F. (ISR = 0.81). 8. EXISTING NUMBER OF PARKING SPACES = 19 SPACES. 9. PROPOSED NUMBER OF PARKING SPACES = 25 SPACES (3 SPACES/ 1,000 S.F.). I JAN l�ln,n3 �L LEIrl Illplen I 0E CURBING PER OWNER'S REQUEST WIS I I= I 'Kr fY OF CLEARWATER REQUIREMENTS RLG S� REVISIONS DRN. CKD. APP IK DRUID ROAD PROPERTY CLEARWATER PINELLAS COUNTY 4 0, -,, PREPARED FOR: MR. ROBERT RESNIK P.O. BOX 8005 PALM HARBOR, FLORIDA 34684 Phone: (727) 787 -5532 DATE: MAY 25, 2002 AP ; .� = . ;E o =_ DES.: T.G. Radcliffe CMM, RLG •bDRN.: CKD.: C FALI-. AS SHOWN S ENGIA FL SURVEY JOB o. 274 07 LLOVERAS f PALMETTO: BAU \ STREET R & S �F�o ALT It, { 59a I DREW STREET 60 k i CIEVEIANd STREET a URT STREET ` O HESTNUt STRELT j I N V ' ORIJID•RD. v' SITE ..f-. ;JASMINE, WAYS : LOCATION ' .'. MA OW: DRNE " -= JE00RDS STREET VICINITY MAP NOT TO SCALE DESCRIPTION: A portion of Lot 10 and all of Lot 11, together with the south 7.50 feet of t e vacated alley adjacent to the north lot lines of said portion of Lot 10 and Lo 11, Block 4, WALLACE ADDITION TO CLEARWATER, according to the plat thereof I 3s; recorded in Plot Book 3, Page 6 of the Public Records of Hillsborough Count Florida of which Pinellas County was formerly a part thereof, being more particularly described as follows: Begin at the southeast corner of Lot 11 of the aforementioned plat of WALLA E ADDITION TO CLEARWATER, and run N.88 °57`27 "W., along the south lot line of ots 10 and 11 also being the north right -of -way line of Druid Road, 129.06 feet thence, leaving the north right -of -way line of Druid Road, N.00 °02'26 "E., 158.97 feet; thence S. 88 °57'27 "E., along the centerline of a 15 feet wide vacated of ey, 141.55 feet; thence S.04 °32'21 "W., along the east lot line of said Lot 11 and its extension, 159.25 feet to the Point of Beginning. Containing 0.494 acres more or less. PURPOSE OF PLAN NOTE: THIS PLAN IS PREPARED IN CONJUNCTION WITH AN EXCHANGE OF PROPERTY WITH THE ADJOINING PARCEL TO THE WEST. THIS EXCHANGE IS BEING MADE TO PROMOTE ORDERLY AND EFFICIENT USE OF BOTH PARCELS. THE MINOR RECONFIGURATION OF PARKING SHOWN HEREON RESULTS IN A DECREASE IN IMPERVIOUS AREA AND A GAIN OF PARKING WITHIN THIS PARCEL. IN ADDITION, CHANGES ARE PROPOSED TO THE HANDICAP PARKING TO BRING IT INTO COMPLIANCE WITH THE ADA. GENERAL NOTES: 1. ALL ELEVATIONS ARE BASED ON N.G.V. DATUM. 2. ALL DIMENSIONS ARE APPROXIMATE SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THAT THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL UTILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 5. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. NOTES: 1. THIS PROPERTY IS ZONED DOWNTOWN DISTRICT ( "D "). 2. THE COMPREHENSIVE LAND USE PLAN DESTINATION IS CENTRAL BUSINESS DISTRICT. 3. TOTAL SITE AREA PRIOR TO PARCEL EXCHANGE = 0.51 Ac. (22,221 S.F.). 4. TOTAL SITE AREA AFTER PARCEL EXCHANGE = 0.49 Ac. (21,506 S.F.). 5. TOTAL BUILDING FLOOR AREA = 8,390 S.F. 6 TOTAL IMPERVIOUS AREA PRIOR TO PARCEL EXCHANGE = 17,885 S.F. (ISR = .80),I' 7. TOTAL IMPERVIOUS AREA AFTER PARCEL EXCHANGE = 17,403 S.F. (ISR = 0.81). 8. EXISTING NUMBER OF PARKING SPACES = 19 SPACES. 9. PROPOSED NUMBER OF PARKING SPACES = 25 SPACES (3 SPACES/ 1,000 S.F.). I JAN l�ln,n3 �L LEIrl Illplen I 0E CURBING PER OWNER'S REQUEST WIS I I= I 'Kr fY OF CLEARWATER REQUIREMENTS RLG S� REVISIONS DRN. CKD. APP IK DRUID ROAD PROPERTY CLEARWATER PINELLAS COUNTY 4 0, -,, PREPARED FOR: MR. ROBERT RESNIK P.O. BOX 8005 PALM HARBOR, FLORIDA 34684 Phone: (727) 787 -5532 DATE: MAY 25, 2002 AP ; .� = . ;E o =_ DES.: T.G. Radcliffe CMM, RLG •bDRN.: CKD.: C FALI-. AS SHOWN S ENGIA FL SURVEY JOB o. 274 07 LLOVERAS BAU R & S � FLORIDA LL 11 nl QVE� t C\ ER' CENSE No. `FE 8508 t�, t MA PF f�1 - 10ENSE No. LS 1762_ TEV� S SHEET 2 .......... TYPICAL DETAILS AND SITE ® L ') CONSTRUCTION SPECIFICATIONS ENGINEERS - SURVEYORS - PLANNERS IF Phone: (7; O J U L) P� U II U R V LJ 34 -8153 29228 U.S. HIGHWAY'`�2002 -i2�$ -ER, FLORIDA 33761 PARKING RENOVATION PLA RESNIK - DRUID ROAD PROPERTY )B No. 2740 -7 Zoning: D atlasi# 2958 .J J.I. 3 s. f. USE OF PAVEMENT SYMBOL IN HANDICAPPED PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3 OR 5 FT. HIGH AND WHITE IN COLOR. HANDICAPPED PAVEMENT SYMBOL 5' HIGH HANDICAP PAVEMENT SYMBOL (TYPICAL) --�� H/C SIGN H/C SIGN PARKING BY DISABLED PERMIT ONLY S 255 FINE F.S. 318.14 0 I NOTE: PAINT STRIPES SHALL FOLLOW CONFIGURATION OF HANDICAP SPACES. HANDICAP SIGN AND PAINTING DETAIL NOT TO SCALE AN ALTERNATE OF 6' SOIL– CEMENT BASE (300 P.S.I. – 7 DAYS) MAY BE USED IN LIEU OF THE BASE AND SUB –BASE SHOWN ABOVE (BOTH SECTIONS) IF APPROVED BY THE OWNER AND ENGINEER. IF THIS ALTERNATE IS ALLOWED, THE SUB –BASE WILL BE COMPACTED TO 98 MAXIMUM DENSITY (MODIFIED PROCTOR). 19' PARKING BAY CAR STOP 6, 18' SLOPE_� Y� t SUB –BASE COMPACTED TO BEST AVAILABLE DENSITY WITH RUBBER TIRE EQUIPMENT — 9" STABILIZED SUB –BASE COMPACTED TO 98% MINIMUM DENSITY MODIFIED PROCTOR AASHTO T -180. STABILIZED AS REQUIRED TO ATTAIN A LBR -40. -- —� NOTE: ALL PARKING LOT STRIPING SHALL BE WHITE. (OTHER THAN HANDICAP) 1 1/2- TYPE PC -1 ASPHALT (MODIFIED) —�{ {-- DISTANCE VARIES SAW CUT EXISTING EDGE OF PAVEMENT LIMEROCK BASE COMPACTED TO A 6" MINIMUM THICKNESS AT 9879 MINIMUM DENSITY MODIFIED PROCTOR AASHTO T -180. TYPICAL PARKING SECTION NOT TO SCALE —� 1-3 1/2" 0=7�NN III\ NOTE: REINFORCEMENT TO BE BY MANUFACTURER'S STANDARDS. CARSTOPS TO PAINTED "TRAFFIC YELLOW ". PRE-CAST CAR STOP_ NOT TO SCALE NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUMI. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES. BOTTOM OF PROPOSED CURB SHALL NOT EXTEND BELOW THE BOTTOM OF THE EXISTING BASE. VERTICAL CURB DETAIL NOT TO SCALE VARIES 6" TYPICAL 0" TO 6" AT HANDICAP PARKING STALLS (SEE PLAN SHEET No. 1) 5' SLOPE: 114Y / FT. a� a . n • a NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGIES, 5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED. TYPICAL SIDEWALK DETAIL NOT TO SCALE BOTTOM OF EXISTING BASE SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST SITE CONSTRUCTION SPECIFICATIONS 1. GENERAL A. DEFINITIONS Reference is made in the construction specifications, standards and plans to some agencies and entities that might have jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean the latest requirements, editions and /or amendments of each. Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge Construction are given herein according to the number system used in the 1991 Edition. Subsequent editions may be renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering: ABBREVIATION AGENCY OR ENTITY F.D.E.P- ------ - - - - -- Florida Department of Environmental Protection F.D.O.T. – – – – – – – – – – Florida Department of Transportation COUNTY ------ - - - - -- A political subdivision of the State of Florida MUNICIPALITY --- - - - - -- County, city or town FDOH -------- - - - - -- Florida Department of Health CHU --------- - - - - -- County Health Unit ASTM -------- - - - - -- American Society of Testing and Materials AWWA -------- - - - - -- American Water Works Association USASI – – – – – – – – – – – – – United States of America Standards Institute NSF --------- - - - - -- National Sanitation Foundation SWFWMD ------ - - - - -- Southwest Florida Water Management District AASHTO ------ - - - - -- American Association of State Highway & Transportation Officials CS – – – – – – – – – – – – – – – – U. S. Department of Commerce, Commercial Standards EPA --------- - - - - -- Environmental Protection Agency ANSI - -- ,I -- - - - - -- (/American National Standards /Institute (formerly U.S,A.S.I. & A.S.A.) The words shall and will are mandatory. The word may' Is optional. Where a particular brand name appears with "or equal ", the intent is to denote a product of quality standard; therefore another brand of equal quality may be used, subject to the Engineer's approval. The Engineer shall mean Lloveras, Bour and Stevens. The Contractor shall mean the person or firm performing the proposed installations. The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project. The Plans shall mean the site construction (working) designed drawings prepared by Lloveras, Bour and Stevens. The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in the specification of material types. The Specifications shall mean the written detailed particulars of the project facilities, which are, although part of the Plans, not intended to supercede plan notations regarding general material types. B. INTENT OF PLANS AND SPECIFICATIONS The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction. The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and from any and all agencies having jurisdiction on the project prior to proceeding with any portion or portions of the project. The Contractor shall also comply with the requirements of the Owner or any governmental agency regarding bonds, insurance, etc., if required. The Contractor is governed by the requirements of all permits, licenses, approvals, etc. that have been secured for the construction whether obtained by the Contractors' forces or by others. The contents of the plans, details and specifications prepared by the Engineer shall be used with due regard to their meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted by the Engineer. All work or materials shown on the plans and not mentioned in the specifications, or any work specified and not shown on the plans, shall be furnished, performed, and done by the Contractor as if the some were both mentioned in the specifications and shown on the plans. Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is not mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and plans, he shall notify the Engineer who will furnish an explanation. Material types shall be as shown on the plans. All material types shown in the specifications are not applicable to each and every project or situation, and the specified material shown on the plan sheets shall govern. The plans do not necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the site. The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing construction, and also continually until the site construction is complete. The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements for a period of 18 months after final governmental acceptance and the Owner's and Engineer's acceptance of all workmanship, materials and equipment which he installed and furnished. Any defects caused by the Contractor's forces or suppliers within the period specified shall be corrected without additional cost to the Owner. Any defects that occur within the period specified, which are proven beyond the Contractor's control, will not be the Contractor's responsibility to correct. The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other person performing work on this project. The Engineer also will not be responsible for the construction procedures, safety precautions and programs incident thereto. Acceptance by the Owner, Engineer and /or governing authority shall not warrant the quality of the work. Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction, dust, noise, safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer, governing agency, and owner a set of As –Built Plans (Record Drawings) of each utility he installs at no extra cost. C. JURISDICTION The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized agencies, entities, political subdivisions of the State of Florida, municipalities or their administrative divisions (sections) have been met. H. DETAILED SPECIFICATIONS This section shall include the vehicular and pedestrian areas within the limits of rights –of –way or other areas as shown on the plans. The areas are to be graded and constructed as shown on the plans, details and typical Sections. All backfill over any pipe within roadway areas shall be compacted per F.D.O.T. specifications, section 125 -8.3. Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the subbase. The Contractor shall coordinate these services. Subbase shall be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B.R.) and density shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section 160 (also AASHTO T -180). The percent of density refers to the standard method of testing using the Modified Proctor. The location and frequency of tests shall be as determined by the Engineer and /or the governing agency having jurisdiction. Subbase shall be of native material, only if it meets the required bearing value. Should native material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value is obtained, Underdrain pipe shall conform to the specifications of ASTM D -3033 and F.D.O.T. specifications, Section 440. All material and installation shall be as shown on the plans or per the governing agency and Engineer's requirements, The perforations shall be turned down and conform to the specifications of AASHTO M -189. Bases shall be limerock, oyster shell, soil cement or an approved alternate. Limerock base material, installation and density shall conform to the F.D.O.T. specifications, Section 230. Oyster shell, if allowed, shall conform to F.D.O.T. specifications, Section 250 and the governing agency's requirements. Soil cement base, if allowed, shall conform to F.D.O.T. specifications, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall conform to the requirements of the Engineer, governing agency, and the respective sections of the F.D.O.T. specifications. The base material shall be placed on the subbase only upon completion and acceptance of the subbase. The minimum base density shall be as shown on the plans, and as required by the Engineer and governing agency. Base material shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall be primed with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation shall conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. The prime coat shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover material may be used subject to approval of the Engineer and the governing agency. Excess material shall be removed by a drag broom or equal. A tack coat shall be applied prior to placement of the final surface course. The tack coat shall be applied within 72 hours after placing the prime coat, or prior to placing the surface course. The tack coat materials, installation and application rate shall conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. Pavement course shall conform to the dimensions and thickness as shown on the plans and the Engineer's and governing agency's requirements. The material and placement shall be in accordance with the "Pinellas County Standards for Hot Bituminous Mixtures ", if applicable, or the F.D.O.T. "Standard Specifications for Road and Bridge Construction ", if applicable. The type of pavement course shall be as indicated on the plans. Concrete curbs and gutters shall conform to the dimensions, locations, thickness, strength and elevations shown on the plans, details and as required by the Engineer and governing agency. Materials and installation shall be in accordance with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3000 psi. Curb shall be placed after acceptance of the subbase, and prior to placement of the base. Sidewalks shall conform to the dimensions, locations, elevations, thickness and strength shown on the plans, details and as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the F.D.O.T. specifications, Section 522. Traffic paint shall conform to the color and dimensions shown on the plans and as required. Installation and material shall conform to F.D.O.T. specifications, Sections 710 and 971 -12, and also the Engineer's and governing agency's requirements. Street name signs and other sign materials and installation, when required for vehicular and /or pedestrian traffic control or information shall conform to the governing agency's requirements. B. GRADING All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any applicable public authority. The Contractor shall be responsible for dust control, erosion control, and any other measures necessary to protect adjacent property or the environment from harm due to the work. NOTE: THE GENERAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH ON THE PRECEDING SHEETS OF THE PLANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE UTILIZED ON THIS SPECIFIC PROJECT. - .CE: d 2 1/7/03 ADDED CURBING PER OWNER'S REQUEST WIS IJ= 1 11/7/02 IPER CITY OF CLEARWATER REQUIREMENTS RLG No. DATE I REVISIONS DRN. CKD RESNIK - DRUID ROAD PROPERTY 0 TYPICAL DETAILS AND SITE CONSTRUCTION SPECIEI,CATIONS CLEARWATER PINELLAS COUNTY �.`� k .. FLORIDA PREPARED FOR: DATE: MAY 25, 2002 APPROVED' BYtti J''� A S . -7 DES.: T.G. Radcliffe h MR. ROBERT RESNIK'''' DRN.: CMM, RLG .`'� ' © •–r P.O. BOX 8005 " 'u • �`' " ' v, CKD.: PALM HARBOR, FLORIDA 34684 SCALE: AS SHOWN S. " SAI`�f1 f` OVUAS d INDEX OF DRAWINGS Phone: (727) 787 -5532 FL ENGINES ;SQL, tSE No. &8568.` JOB No. 27407 FL SURVEY $ &,�PQISBER LIC tJSF, {NQ; LS 1762 SHEET No. DESCRIPTION V. 9 , �� LLOVERAS BAU R & ST ,f[: %r �� SHEET 1,.........PARKING RENOVATION PLAN 2 2 .......... TYPICAL DETAILS AND SITE ENGINEERS — SURVEYORS — PLANNERS OF CONSTRUCTION SPECIFICATIONS *7 Phone: (727) 784 -3965 # LB 0000208 Fax: (727) 784 -8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 PARKING RENOVATION PLAN JOB No. 27407 BLUE WHITE BACKGROUND BORDER& SYMBOL 00 �C WHITE PARKING BY "SLETTERS FTP - 55 BACKGROUND DISABLED 6 ,+ x 1 PERMIT BLACK 1/2" BORDER 1 1/2" RADI ONLY BORDER & LETTERS COLOR BACKGROUND WHITE 7 LEGEND AND BORDER BLACK 255 FINE "SERIES C _ F.S. 318.14 1 "SERIES C THIS PANEL SHALL BE INSTALLED 1 5" UNDER THE FTP -25 OR FTP -26 3't 6" X311 HANDICAPPED PARKING SIGN. } 1' -0" �- NOTE: PAINT STRIPES SHALL FOLLOW CONFIGURATION OF HANDICAP SPACES. HANDICAP SIGN AND PAINTING DETAIL NOT TO SCALE AN ALTERNATE OF 6' SOIL– CEMENT BASE (300 P.S.I. – 7 DAYS) MAY BE USED IN LIEU OF THE BASE AND SUB –BASE SHOWN ABOVE (BOTH SECTIONS) IF APPROVED BY THE OWNER AND ENGINEER. IF THIS ALTERNATE IS ALLOWED, THE SUB –BASE WILL BE COMPACTED TO 98 MAXIMUM DENSITY (MODIFIED PROCTOR). 19' PARKING BAY CAR STOP 6, 18' SLOPE_� Y� t SUB –BASE COMPACTED TO BEST AVAILABLE DENSITY WITH RUBBER TIRE EQUIPMENT — 9" STABILIZED SUB –BASE COMPACTED TO 98% MINIMUM DENSITY MODIFIED PROCTOR AASHTO T -180. STABILIZED AS REQUIRED TO ATTAIN A LBR -40. -- —� NOTE: ALL PARKING LOT STRIPING SHALL BE WHITE. (OTHER THAN HANDICAP) 1 1/2- TYPE PC -1 ASPHALT (MODIFIED) —�{ {-- DISTANCE VARIES SAW CUT EXISTING EDGE OF PAVEMENT LIMEROCK BASE COMPACTED TO A 6" MINIMUM THICKNESS AT 9879 MINIMUM DENSITY MODIFIED PROCTOR AASHTO T -180. TYPICAL PARKING SECTION NOT TO SCALE —� 1-3 1/2" 0=7�NN III\ NOTE: REINFORCEMENT TO BE BY MANUFACTURER'S STANDARDS. CARSTOPS TO PAINTED "TRAFFIC YELLOW ". PRE-CAST CAR STOP_ NOT TO SCALE NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUMI. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES. BOTTOM OF PROPOSED CURB SHALL NOT EXTEND BELOW THE BOTTOM OF THE EXISTING BASE. VERTICAL CURB DETAIL NOT TO SCALE VARIES 6" TYPICAL 0" TO 6" AT HANDICAP PARKING STALLS (SEE PLAN SHEET No. 1) 5' SLOPE: 114Y / FT. a� a . n • a NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.I. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGIES, 5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED. TYPICAL SIDEWALK DETAIL NOT TO SCALE BOTTOM OF EXISTING BASE SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST SITE CONSTRUCTION SPECIFICATIONS 1. GENERAL A. DEFINITIONS Reference is made in the construction specifications, standards and plans to some agencies and entities that might have jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean the latest requirements, editions and /or amendments of each. Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge Construction are given herein according to the number system used in the 1991 Edition. Subsequent editions may be renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering: ABBREVIATION AGENCY OR ENTITY F.D.E.P- ------ - - - - -- Florida Department of Environmental Protection F.D.O.T. – – – – – – – – – – Florida Department of Transportation COUNTY ------ - - - - -- A political subdivision of the State of Florida MUNICIPALITY --- - - - - -- County, city or town FDOH -------- - - - - -- Florida Department of Health CHU --------- - - - - -- County Health Unit ASTM -------- - - - - -- American Society of Testing and Materials AWWA -------- - - - - -- American Water Works Association USASI – – – – – – – – – – – – – United States of America Standards Institute NSF --------- - - - - -- National Sanitation Foundation SWFWMD ------ - - - - -- Southwest Florida Water Management District AASHTO ------ - - - - -- American Association of State Highway & Transportation Officials CS – – – – – – – – – – – – – – – – U. S. Department of Commerce, Commercial Standards EPA --------- - - - - -- Environmental Protection Agency ANSI - -- ,I -- - - - - -- (/American National Standards /Institute (formerly U.S,A.S.I. & A.S.A.) The words shall and will are mandatory. The word may' Is optional. Where a particular brand name appears with "or equal ", the intent is to denote a product of quality standard; therefore another brand of equal quality may be used, subject to the Engineer's approval. The Engineer shall mean Lloveras, Bour and Stevens. The Contractor shall mean the person or firm performing the proposed installations. The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project. The Plans shall mean the site construction (working) designed drawings prepared by Lloveras, Bour and Stevens. The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in the specification of material types. The Specifications shall mean the written detailed particulars of the project facilities, which are, although part of the Plans, not intended to supercede plan notations regarding general material types. B. INTENT OF PLANS AND SPECIFICATIONS The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction. The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and from any and all agencies having jurisdiction on the project prior to proceeding with any portion or portions of the project. The Contractor shall also comply with the requirements of the Owner or any governmental agency regarding bonds, insurance, etc., if required. The Contractor is governed by the requirements of all permits, licenses, approvals, etc. that have been secured for the construction whether obtained by the Contractors' forces or by others. The contents of the plans, details and specifications prepared by the Engineer shall be used with due regard to their meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted by the Engineer. All work or materials shown on the plans and not mentioned in the specifications, or any work specified and not shown on the plans, shall be furnished, performed, and done by the Contractor as if the some were both mentioned in the specifications and shown on the plans. Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is not mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and plans, he shall notify the Engineer who will furnish an explanation. Material types shall be as shown on the plans. All material types shown in the specifications are not applicable to each and every project or situation, and the specified material shown on the plan sheets shall govern. The plans do not necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the site. The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing construction, and also continually until the site construction is complete. The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements for a period of 18 months after final governmental acceptance and the Owner's and Engineer's acceptance of all workmanship, materials and equipment which he installed and furnished. Any defects caused by the Contractor's forces or suppliers within the period specified shall be corrected without additional cost to the Owner. Any defects that occur within the period specified, which are proven beyond the Contractor's control, will not be the Contractor's responsibility to correct. The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other person performing work on this project. The Engineer also will not be responsible for the construction procedures, safety precautions and programs incident thereto. Acceptance by the Owner, Engineer and /or governing authority shall not warrant the quality of the work. Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction, dust, noise, safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer, governing agency, and owner a set of As –Built Plans (Record Drawings) of each utility he installs at no extra cost. C. JURISDICTION The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized agencies, entities, political subdivisions of the State of Florida, municipalities or their administrative divisions (sections) have been met. H. DETAILED SPECIFICATIONS This section shall include the vehicular and pedestrian areas within the limits of rights –of –way or other areas as shown on the plans. The areas are to be graded and constructed as shown on the plans, details and typical Sections. All backfill over any pipe within roadway areas shall be compacted per F.D.O.T. specifications, section 125 -8.3. Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the subbase. The Contractor shall coordinate these services. Subbase shall be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B.R.) and density shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section 160 (also AASHTO T -180). The percent of density refers to the standard method of testing using the Modified Proctor. The location and frequency of tests shall be as determined by the Engineer and /or the governing agency having jurisdiction. Subbase shall be of native material, only if it meets the required bearing value. Should native material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value is obtained, Underdrain pipe shall conform to the specifications of ASTM D -3033 and F.D.O.T. specifications, Section 440. All material and installation shall be as shown on the plans or per the governing agency and Engineer's requirements, The perforations shall be turned down and conform to the specifications of AASHTO M -189. Bases shall be limerock, oyster shell, soil cement or an approved alternate. Limerock base material, installation and density shall conform to the F.D.O.T. specifications, Section 230. Oyster shell, if allowed, shall conform to F.D.O.T. specifications, Section 250 and the governing agency's requirements. Soil cement base, if allowed, shall conform to F.D.O.T. specifications, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall conform to the requirements of the Engineer, governing agency, and the respective sections of the F.D.O.T. specifications. The base material shall be placed on the subbase only upon completion and acceptance of the subbase. The minimum base density shall be as shown on the plans, and as required by the Engineer and governing agency. Base material shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall be primed with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation shall conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. The prime coat shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover material may be used subject to approval of the Engineer and the governing agency. Excess material shall be removed by a drag broom or equal. A tack coat shall be applied prior to placement of the final surface course. The tack coat shall be applied within 72 hours after placing the prime coat, or prior to placing the surface course. The tack coat materials, installation and application rate shall conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. Pavement course shall conform to the dimensions and thickness as shown on the plans and the Engineer's and governing agency's requirements. The material and placement shall be in accordance with the "Pinellas County Standards for Hot Bituminous Mixtures ", if applicable, or the F.D.O.T. "Standard Specifications for Road and Bridge Construction ", if applicable. The type of pavement course shall be as indicated on the plans. Concrete curbs and gutters shall conform to the dimensions, locations, thickness, strength and elevations shown on the plans, details and as required by the Engineer and governing agency. Materials and installation shall be in accordance with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3000 psi. Curb shall be placed after acceptance of the subbase, and prior to placement of the base. Sidewalks shall conform to the dimensions, locations, elevations, thickness and strength shown on the plans, details and as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the F.D.O.T. specifications, Section 522. Traffic paint shall conform to the color and dimensions shown on the plans and as required. Installation and material shall conform to F.D.O.T. specifications, Sections 710 and 971 -12, and also the Engineer's and governing agency's requirements. Street name signs and other sign materials and installation, when required for vehicular and /or pedestrian traffic control or information shall conform to the governing agency's requirements. B. GRADING All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any applicable public authority. The Contractor shall be responsible for dust control, erosion control, and any other measures necessary to protect adjacent property or the environment from harm due to the work. NOTE: THE GENERAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH ON THE PRECEDING SHEETS OF THE PLANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE UTILIZED ON THIS SPECIFIC PROJECT. - .CE: d 2 1/7/03 ADDED CURBING PER OWNER'S REQUEST WIS IJ= 1 11/7/02 IPER CITY OF CLEARWATER REQUIREMENTS RLG No. DATE I REVISIONS DRN. CKD RESNIK - DRUID ROAD PROPERTY 0 TYPICAL DETAILS AND SITE CONSTRUCTION SPECIEI,CATIONS CLEARWATER PINELLAS COUNTY �.`� k .. FLORIDA PREPARED FOR: DATE: MAY 25, 2002 APPROVED' BYtti J''� A S . -7 DES.: T.G. Radcliffe h MR. ROBERT RESNIK'''' DRN.: CMM, RLG .`'� ' © •–r P.O. BOX 8005 " 'u • �`' " ' v, CKD.: PALM HARBOR, FLORIDA 34684 SCALE: AS SHOWN S. " SAI`�f1 f` OVUAS d INDEX OF DRAWINGS Phone: (727) 787 -5532 FL ENGINES ;SQL, tSE No. &8568.` JOB No. 27407 FL SURVEY $ &,�PQISBER LIC tJSF, {NQ; LS 1762 SHEET No. DESCRIPTION V. 9 , �� LLOVERAS BAU R & ST ,f[: %r �� SHEET 1,.........PARKING RENOVATION PLAN 2 2 .......... TYPICAL DETAILS AND SITE ENGINEERS — SURVEYORS — PLANNERS OF CONSTRUCTION SPECIFICATIONS *7 Phone: (727) 784 -3965 # LB 0000208 Fax: (727) 784 -8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 PARKING RENOVATION PLAN JOB No. 27407