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4330 20th St (42)
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4330 20th St (42)
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Last modified
2/26/2025 9:10:00 AM
Creation date
2/18/2025 3:19:24 PM
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Building Plans
Street #
4330
Location
20th St
Contractor
Haskell
Building Plans - Permit #
19482
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8 7 6 5 4 3 2 1 <br />80 <br />78 <br />EXISTING 4' WIDE � <br />CONCRETE SIDEWALK_ /i ' r 1^ �, I r <br />SAWCUT ANIREMOVE EXISTING SIQEWAI.K <br />NORTHWARD TO N'EA1 ESfb(RANSIOk1 JOINT. <br />I <br />REPLACE TO LIMITS SHOWN. SEE SHRET <br />I <br />I 1 <br />82.3 <br />�1 <br />�I <br />Al 4' WIDF SIDEWALK I <br />C-52 EXTENSION <br />I <br />�z <br />> <br />5 <br />I � <br />ry is <br />� Iz <br />5 1 I <br />> <br />N <br />C- <br />Cn <br />` <br />Q <br />REFERENCE SHEET C-523 FOR <br />C <br />PASCO COUNTY REQUIRMENTS <br />FOR MAINTENANCE OF TRAFFIC 00) I <br />f <br />CWITHIN,'20TH <br />STREET RIGHT-OF-WAY ) <br />J} <br />�' <br />HC RAMP--' <br />12:1 MAX <br />DENSE WOODS j <br />CROSS -WALK SfRIPINC; <br />WATER <br />EXISTING - <br />VALVE <br />6" WHITE STRIP <br />I'3 <br />Q <br />Q <br />m <br />Q <br />O <br />N <br />N <br />00 <br />O <br />N <br />0 <br />O <br />N <br />r <br />U <br />O <br />O <br />0 <br />E <br />(13 <br />c <br />a) <br />U_ <br />0 <br />0 <br />G RCPI #3 <br />E RCPI#2 <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />i <br />SAWCUT AND REMOVI=`EXISTING <br />SIDq! ALK I <br />SOUTHWARD TO NEARET EXPANSION OINT <br />T1 <br />1 II <br />S HC RAMP <br />II <br />12: 1 MAX <br />1 <br />1 I <br />))) EXISTING U/G—I <br />l I ( UTIL R16R BOX <br />I <br />*a2. r <br />EXISTING 4' WIDE-4: <br />�CpNCRETE SIDEWALK I <br />JRH 04/30/2018 <br />JRH 03/30/2018 <br />JRH 03/16/2018 H ADDENDUM #2 <br />JRH 02/15/2018 5 FO #5 <br />DRN. REV. DATE REV. <br />7 <br />,/ <br />CIO <br />77 <br />o � I <br />/ — I <br />x� -- _-= .______--===____-_- <br />-,�-, <br />_.-- -- - - - � �� - - - --- kid <br />'PUCK GATE / <br />I LACED) <br />EXI10, ` <br />asf <br />I X PAW <br />/ F_ I EX. CONC. <br />RELOCATED STOP SIGN TRUCK DOCKS (4) <br />i� / <br />00 <br />� <br />109 43 > <br />X <br />36' x 24" WIDE WHITE <br />STOP BAR <br />3' CURB TRANSITION <br />TO ZERO HEIGHT <br />CALL BOX/ <br />CARD READER <br />0 <br />HEAVY-DUTY A4 <br />ASPHALT C-52 <br />84,99 <br />r/ I Lug ¢ 740' 22' <br />Q <br />Lu <br />Lu I I 8" HEAD CURB <br />I �C AI -LINK B1 HEAVY -DUI <br />r <br />C-521 ASPHALT <br />F N E fSSED AREA <br />1 _ � <br />I <br />REVISION DESCRIPTION <br />'F A RELOCATE 5' ISLAND `RELOCATED DECORAl <br />' ARWN" \. FENCE AND SLIDING <br />N <br />I I <br />REGULAR -DUTY ASPHALT F_ — <br />I <br />❑ I <br />I I <br />' SAWCUT AND REMOVE PAVEMENT <br />WITHIN RELOCAjfED ISLAND <br />1 <br />II <br />II , <br />II <br />III I , ASPHALT <br />PARKING <br />I / I <br />1 I <br />tl J <br />0 <br />KJC 05/16/2018 <br />KJC 05/01/2018 <br />DRN. REV. DATE REV. <br />REVISION DESCRIPTION <br />5 <br />Qo <br />CV <br />Cn <br />I` — <br />EXISTING BUILDING <br />GENERAL NOTES: <br />1. SIDEWALKS SHALL BE CONSTRUCTED OF NATURAL COLORED CONCRETE AT LEAST <br />3000 PSI IN STRENGTH, FIBER REINFORCED, AND FOUR (4) INCHES IN THICKNESS <br />EXCEPT FOR DRIVEWAY APPROACHES WHICH REQUIRE A MINIMUM OF SIX (6) INCHES. <br />2. SIDEWALKS WILL BE CONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND <br />SAFE PEDESTRIAN TRAFFIC WILL BE MAINTAINED AT ALL TIMES. <br />3. SIDEWALK IS REMOVAL SHALL EXTEND TO THE NEAREST EXPANSION JOINT AND <br />I P 0 I REPLACED PER F.D.O.T. INDEX 310. SEE SHEET C-522. <br />1 4. ANY SIDEWALK, WHICH BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED. <br />5. ROADWAY/SIDEWALK CONNECTIONS AND OR REPLACEMENTS MUST MEET CURRENT <br />D FIELD CHANGES A. STANDARDS D AT .O.T. INDEX 304, SEE SHEET 2 MAY OCCUR CONTRARY H RARY TO E 2. <br />6. ANY RIGHT-OF-WAY <br />RETE USE PERMIT PLAN SHALL REQUIRE AN AS -BUILT AMENDMENT SUBMITTAL FOR REVIEW <br />P P JON PAD AND ACCEPTANCE. <br />7. RESTORATIONS SHALL BE MAINTAINED FOR ONE (1) YEAR AFTER COMPLETION, - <br />UNLESS A LONGER TIME PERIOD IS MANDATED BY PASCO COUNTY. <br />8. NO TRACK TYPE EQUIPMENT WILL BE ALLOWED ON ANY ASPHALTIC OR CONCRETE <br />SURFACES, <br />9. NO OPEN CUTS WITHIN 20TH STREET RIGHT-OF-WAY WITHOUT SPECIFIC APPROVAL <br />FROM THE PASCO COUNTY PUBLIC WORKS DIRECTOR IS ALLOWED. UPON APPROVAL <br />DIRECTIONAL DRILLING AND JACK & BORE SHALL BE THE ONLY ACCEPTABLE METHOD <br />OF TRAVERSING UNDER A COUNTY ROADWAY. ANY METHOD OTHER THAN HAND <br />TRENCHING OR MECHANICAL SHOVEL FOR PLACING UTILITY IN RIGHT-OF-WAY SHALL <br />BE SUBMITTED FOR COUNTY APPROVAL, <br />10, NO <br />BEFORE SEPT FOR EMERGENCY TYPE, WILL BE PERFORMED AFTER SUNDOWN <br />AND <br />410$11111� HASKELL <br />The Haskell Company <br />I I I Riverside Avenue <br />Jacksonville, Florida 32202 <br />Phone # (904)791-4500 <br />DRN. I REV. DATE I DRAM: DM'N FIM 3401007 <br />CONTROL NO.: <br />4 <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, <br />COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT <br />MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH <br />THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY CHANGES, REVISIONS AND <br />MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. <br />waters <br />NORTH AMERICA <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL, TEXAS 75019 <br />3 <br />WAREHOUSE EXPANSION <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />the hnfarmatlon contained on thb document b the solo property of NNMA <br />and may not be copied or dleoloeed to others unNp auUxwtmd by NMMIs. <br />DATE: D.G.: VWC sCAIE <br />2 <br />0 20 40 <br />0 <br />C <br />a*� +q�" r a. r'r"IiE ,may '✓ <br />No 64986 <br />+ 'TATE.OF— <br />Al 2 <br />FG NU 74(to I. <br />NORTH GEOMETRY PLAN <br />SIZE %UT NO.: <br />D C-121 <br />1 <br />REV. NQ <br />
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