Loading...
HomeMy WebLinkAboutSurveys cat-I'r63;�:L— ' BOUNDARY SURVEY R I FRECORDED ESCRIPTION: SURVEYORS NOTES: by Client) 1, UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. BLOCK 2, WATERSTONE PHASE 1, 2. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE j SHOWN, TO THE PLAT THEREOF AS 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS IN PLAT BOOK 52, PAGES 35 o OTHERWISE SHOWN, 7, OF THE PUBLIC RECORDS OF N4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP# OUNTY, FLORIDA. 0 12111CO070 J DATED: 2-16-12. 5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED ABBREVIATIONS o BY A DETERMINATION AGENCY.+ O = S T 5/$" IRON ff BAR .I TH FL 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE'OF YELLA CA f� MARKED PSM5543" a LOT 13 AS BEING ASSUMED TO BEAR S17.0223"E. FD = F�OgUND 5/8 IRON REBAR 7, I.I.E. DENOTES UTILITY EASEMENT, D.E. DENOTES DRAINAGE EASEMENT, = MEASURED GHT OF WAY 8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF P = PLATTED THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOVEI C = CALCULATED CONSTRUCTION. ACCURACY=1 FOOT IN 7,500 FEET OR BETTER, = RADIUS OF CURVE € 9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN L = LENGTH OF CURVE THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT. D= DELTA OF CURVE FFE = FINISHED FLOOR WIRESELEVATION �= DRAINAGE PROPOSED xRoR = EXISTING ELEVATION OH-OH-OH- = OVERHEAD WIRES AND EXISTING X-X-X- = CHAINLINK FENCE Doti = PROPOSED ELEVATION -0-0-0-= PLASTIC FENCE 0-0-0- = WOOD FENCE CONIC. = CONCRETE PROPOSED PLOT PLAN C.P.= CONCRETE PAD (OUB1EdT 70 d01�7RAdTOR HEALTH DEPT, AND BUILDINd D6PT. APPROVAL) COv.= COVERED® �ATER ALL ELEVATIONS SHOWN HEREON ARE BASED ON ®POWER � ELECTRIC _CLEAN ETE POLE BOX OUT NORTH AMERICAN VERTICAL DATUM OF 1988(N,A,V.D.'88) POLELIIH ®EW'ER O CURB INLET 0 512"51' �1 �ti i I ti VE I o p 13 RFS�D�HCF j h �'- r N n ZORV pR°p��3,CaR ,� �n � N �0 N I I i lox, / / U E• �- FO Hp�„ � 10 n 5\0� �K �Nr D\SK"P�p 06 osEa p0 .o i o �6 pRaP „ 12• � F g3 ti �1 `� o0 1ti i 14 o pSpNp0 go pD � J� E`EVAso jLO O� RpAO .� i