Laserfiche WebLink
SURVEYOR'S NOTES <br />1. THIS IS A LIMITED SPECIFIC AREA TOPOGRAPHIC SURVEY TO AID IN-HOUSE CIVIL DESIGN. THE PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATIONS OF UTILITIES AND <br />ELEVATIONSBETWEEN THE NORTHERLY EDGE OF PAVEMENT OF U.S. HIGHWAY 301, TO THE SOUTHERLY EDGE OF PAVEMENT OF 7TH STREET, WEST OF THE WESTERLY EDGE OF <br />PAVEMENT OF 6TH AVENUE TO THE FACE OF THE AUTOZONE BUILDING. A BOUNDARY SURVEY COVERING THE TOPOGRAPHIC AREA WAS NOT PERFORMED AT THIS TIME. <br />2. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS. UNDERGROUND UTILITIES <br />SHOWN HEREON ARE SHOWN PER ABOVE GROUND EVIDENCE AND/OR RECORD DRAWINGS OR MUNICIPAL ATLAS INFORMATION AND THE LOCATION OF ALL UNDERGROUND UTILITY <br />LINES ARE APPROXIMATE ONLY. THIS DOCUMENT SHOULD NOT BE RELIED UPON FOR EXCAVATION OR CRITICAL DESIGN FUNCTIONS WITHOUT FIELD VERIFICATION OF <br />UNDERGROUND UTILITY LOCATIONS. UTILITIES OTHER THAN THOSE SHOWN HEREON MAY EXIST. <br />J. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO OR PURSUED BY THE UNDERSIGNED OTHER THAN THOSE <br />SHOWN HEREON. EASEMENTS OR RESTRICTIONS OF RECORD OTHER THAN THOSE SHOWN HEREON MAY EXIST. <br />4. KING ENGINEERING ASSOCIATES, INC. AND THE CERTIFYING LAND SURVEWYOR ACCEPT NO RESPONSIBILITY FOR RIGHTS -OF -WAY, EASEMENTS, RESTRICTIONS OF RECORD OR <br />OTHER MATTERS AFFECTING TITLE TO LANDS SURVEYED OTHER THAN THOSE RECITED IN CURRENT DEED AND/OR OTHER INSTRUMENTS OF RECORD FURNISHED BY CLIENT. <br />5. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR <br />INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. <br />6. ANY USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE RISK AND WITHOUT <br />LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. <br />7. NORTH SHOWN HEREON IS BASED ON AN ASSUMED DATUM. <br />B. ELEVATIONS SHOWN HEREON ARE IN FEET AND ARE BASED ON CONTROL STATION "S 106 1943", BEING A DISK FOUND IN CONCRETE, 0.4 MILES EAST <br />ALONG 5TH AVENUE FROM THE POST OFFIC AT THE JUNCTION OF 5TH AVENUE AND 16TH STREET ELEVATION 90 26 FEET (NGVD 29) AND CONTROL STATION <br />"U 106 RESET 1956 ", BEING A DISK FOUND IN CONCRETE, AT <br />THE FLORIDA POWER CORPORATION <br />SUBSTATION IN SECTION 15, TOWNSHIP 26 SOUTH, <br />RANGE 21 EAST, ELEVATION 86.14 FEET (NGVD 29). <br />�J <br />Qw <br />C3 <br />Q <br />9. LAST DATE OF FIELD SURVEY. JUNE 17, 2008. <br />Ott <br />O� <br />O <br />7TH STREET <br />TBM-SET NAIL & DISK IN <br />SIDEWALK "KING LB2610" <br />W <br />ELEV. = 86.58 (NGVD29) <br />x <br />I I <br />N=290.9894 I <br />( I I <br />co <br />I I I <br />E 137. 1546 I <br />1 I I <br />�s L — — — — — <br />— — — ----I--- — <br />EDGE OF ASPHALT <br />{- - - -----1---- b------------- <br />— — — — — — <br />------ <br />M. I <br />1 <br />Q A I <br />I <br />I U.P. U.P. I <br />j n <br />r X <br />X X <br />X - X X <br />TE I <br />GENERA TOR� <br />co I I AB-1 I I 13"CEDARf <br />sea °' -,1 <br />w �� <br />I <br />II <br />_AB-3 <br />co <br />PUMP MP <br />�� GRATE =_8_ <br />3.48�� o \ AB 2 <br />0) PUMP�o° <br />°GRATE=83.78 <br />� O <br />�vOQ0) <br />AUTOZONE BSG <br />N <br />W <br />I <br />I <br />I <br />0 <br />W. M. <br />T U. P. <br />Q I <br />Aw. V. <br />OE OE <br />0 <br />OE OE <br />EDGE OF ASPHALT <br />U.S. HIGHWAY 301 <br />i I <br />AB- I O <br />I <br />I <br />I II <br />EXIST. 18" CMP @ 7.75% SLOPES �I <br />1 �i <br />INV. SW 81.84 II <br />INV. NE 88.36 <br />I <br />Q <br />OE <br />OJ <br />— — <br />— <br />THE IL <br />LPA <br />ZEPHYRHILLS GROUP <br />0 10 20 40 FIRE STATION TRANSPORTATION CONSULTANTS <br />FINISHED FLOOR 4503 WOODLAND CORPORATE BLVD. <br />EL. = 86.79 N SUITE 400, TAMPA, FLORIDA 33614 <br />(813) 889-3892 <br />CORPORATE LICENSE NUMBER 00004307 <br />TBM-SET NAIL & DISK IN CURB INLET "KING LB2610" <br />ELEV = 85.47 (NGV029) Designer Checked by. <br />N=256.7281 <br />JMA/RSI RSI/NKJ <br />00 E= 442. 7850 <br />Technician: Project Number: <br />JMA FTU2950053 <br />�0) ° Io Notes: <br />CO �m <br />ZFic) �~°i <br />� � <br />--—I----�8�CM <br />OE�J / O <br />GATE x <br />I <br />L PUM ZZ <br />HEADW�LL I S� \'- I GAP J I <br />TOP= �5.40 I / <br />�\ AO-4 <br />I I I <br />I CONCRETE 1 <br />HEADWALL ( <br />SUMP I I e-`JOP= 85.561 <br />GRATE=81.33 I � I CONCRETE <br />HEADWALL I <br />STORMWATER I �! �� I TOP- 85.551 <br />PRESSURE I \ I <br />PIPE EXPOSED I \I <br />I I <br />GRATE 91.551 <br />INV. NE 88.00 <br />EXISTING SITE SURVEY <br />I <br />ICL <br />W <br />C <br />I ix T 1 <br />7' CHAIN LINK VX7ERT�LINE/PROJidCT AREA <br />I PROPERTY UN P1 <br />I i I I <br />I i � <br />I I I <br />l I I J <br />I I { <br />I I � <br />/ OE OE <br />of I 4 <br />I <br />NOTE: THIS SURVEY WAS PERFORMED BY KING ENGINEERING ASSOCIATES, INC. "LIMITED TOPOGRAPHIC SURVEY", <br />DATED JUNE 17, 2008 AND SIGNED AND SEALED BY JOHN L. WABY, P.L.S., FLORIDA LICENSE-LS NO. 4270. <br />SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST <br />PASCO COUNTY, FLORIDA <br />REVISIONS <br />o. Description <br />Date By I <br />reject Name: <br />STORMWATER POND <br />IMPROVEMENTS <br />rowing Name: <br />EXISTING SITE <br />SURVEY <br />.•'• V10Ely8�••`- <br />. CWd <br />'••;�pRlop ..•� <br />Know what's below. <br />Call before you dig. <br />ENGINEER OF RECORD <br />Robert S. Ivy, P.E. #50484 <br />Date: SHEET NUMBER: <br />APRIL 2010 3 OF 10 <br />Scale: Drawing Number: <br />AS SHOWN 3 <br />