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HomeMy WebLinkAbout2012 - (#92) ElevationsCERTIFIED TO: 1) CITY OF SEBASTIAN 2) 3) 4) 5) ABBREVIA T IONS AND SYMBOLS A/C AIR CONDITIONING PAD SANITARY MANHOLE B/L BASELINE • SOUTHERN BELL BOX BM BENCHMARKDO ca.) DRAINAGE MANHOLE (C) CALCULATED -up- UNDERGROUND UTILITIES SIGN CH. CHORD sv WELL CHB. CHORD BEARING r � POST WOOD OR STEEL CM 4X4 CONCRETE MONUMENT E HYDRANT (D) DEED r SPRINKLER HEAD OR D DELTA wv Da WATER VALVE D.E. DRAINAGE EASEMENT �— GUY WIRE ELEV. ELEVATION O WATER METER EP OR EOP EDGE OF PAVEMENT °'& DRAIN CLEAN OUT F.A.C. FLORIDA ADMINISTRATIVE CODE L CLEANOUT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION F.F. FINISH FLOOR ® CATCH BASIN FND. FOUND ® CURB INLET F.D.E.P. FLORIDA DEPARTMENT OF RUv ENVIRONMENTAL PROTECTION M REUSE WATER VALVE GR. GRADE IRv I.D. IDENTIFICATION IRRIGATION VALVE INV INVERT IR IRON ROD ® YARD DRAIN IRC IRON ROD AND CAP PROPOSED DRAINAGE IP IRON PIPE FIRE DEPARTMENT L LENGTH A CONNECTION LB LICENSED BUSINESS (M) MEASURED pp` REUSE WATER METER MES MITERED END SECTION BLOW -OFF N.D. NAIL & DISK PULL BOX NO. NUMBER © --O.R.B. OFFICIAL RECORD BOOK cv P.C.P. PERMANENT CONTROL POINT H GAS VALVE (P) PLAT S= STOP SIGN PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR � TRAFFIC SIGN P.B. PLAT BOOK P.I. P.R.D. POINT OF INTERSECTION PLANNED RESIDENTIAL DEVELOPMENT m TELEPHONE PAD P.R.M. PERMANENT REFERENCE MONUMENT P.S.M. PROFESSIONAL SURVEYOR & MAPPER _ SEPT, SEPTIC TANK P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT R RADIUS RGE. RANGE R.L.S. REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SEC. SECTION STA. STATION S.P.C. STATE PLANE COORDINATE OFF. OFFSET TWP. TOWNSHIP U.E. UTILITY EASEMENT CBS CONCRETE BLOCK STUCCO OE OVERHEAD ELECTRIC N. G. V. D. NATIONAL GEODETIC VERTICAL DATUM N.A. V. D. NORTH AMERICAN VERTICAL DATUM LI 1L� Cil �- STREET SIGN YARD LIGHT ® MAIL OR PAPER BOX • SOUTHERN BELL BOX 0 CABLE TV BOX ca.) POWER POLE -fes ELECTRIC BOX -up- UNDERGROUND UTILITIES SIGN O MONITORING WELL sv SANITARY VALVE $� a TELEPHONE MANHOLE r � POST WOOD OR STEEL ® CONCRETE POWER POLE E TRANSFORMER PAD FrMLJI BACK FLOW PREVENTER 8 SPRINKLER HEAD #42 BENCHMARK 19.50' ' �— GUY WIRE STREET LIGHT O STOP LIGHT QE ELECTRIC MANHOLE °'& DRAIN CLEAN OUT El TRAFFIC SIGNAL BOX (0y 0 Ed BENCHMARK NOTE.• THBELEV,4TIONS'ASSHOWNONTHIS'SURVEYAREB,tSED 01VTffEN4,rl01VW GEODETIC VERTICAL D0fTII�YIOFIR2% THEESTABLISHED flEIVCHJf.-4"FOR TffIS SURVEYIS ST. JOHNSRIVER WfITER M,4)V,4GEMI'NTBENCHMfIR1Y DO-32-6S8-ORff.1 ELEVf1TION==27.ONI CONVERSION FACTOR: NGVD 29 TO NAVD 88 = -1.66' BASED ON THE PUBLISHED ELEVATION FOR INDIAN RIVER COUNTY BENCHMARK 007049 ELEVATION 19.39" (NGVD 29) VS. 17.73' (NAVD 88) REPORT OF SURVEY • TYPE OF SURVEY.• TOPOGRAPHIC. • SURVEYOR IN RESPONSIBLE CHARGE. DAVID TAYLOR P.S.M. 5243 MASTELLER, MOLER, REED & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2. VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (5J-17 FAC) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY.• TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE. 8/2012 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) ASSUMED B) THE ESTABLISHED BASELINE FOR THIS SURVEY AS DEPICTED. C) THE LINE BEARS NOO 08'14-E. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. . ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WI7H THE STANDARDS OF THE UNITED STATES. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1'=40' OR SMALLER. • PROPERTY LINE, RIGHT-OF-WAY INFORMATION, ETC. AS SHOWN IS APPROXIMATE: NO BOUNDARY SURVEY HAS BEEN PERFORMED TO DETERMINE THESE LINES. • THIS SURVEY CONSISTS OF 5 SHEETS AND IS NOT VALID OR COMPLETE WITHOUT ALL 5 SHEETS LOCATION MAP NOT TO SCALE L_Lr- 0 o � d - I- a�o o„ D C �n►r_► e R i i � o j —0 SHEET INDEX NOT TO SCALE -JIL I �3 i� SEBASTIAN STORMWAIER PARK COLLIER WATER Y NORTH h c�i e N Lu o 0 �W Oa OQ a , Q a�ec`"i �- O J o >W � 0 0 Q W 0 5 w m Q 0 DATE 8/8/2012 SCALE 1"=60' SHEET N0. 1 OF 5 FILE NO. 6644 DRAWN BY CJG APPROVED BY DMT DRA WING NAME 6644.DWG CI- lir n � $� a (� r � N �Y FrMLJI e L? y�� WJ 0 N O Oi cl) ' � n � � N C o r, L Ov 4 DATE 8/8/2012 SCALE 1"=60' SHEET N0. 1 OF 5 FILE NO. 6644 DRAWN BY CJG APPROVED BY DMT DRA WING NAME 6644.DWG MATCH LINE SEE SHEET 3 20C*..00 20100 202+00 203+00 204+00 205+00 1� 8 I I Station -204+.20.16 O 6. �EILA-spJi^ I �Stotion=202+_19.54 I uevauon=x0 ` IIS TER 1FIFFA Y I clewnon=0.y Station -203+09.50 J I I Elevation2- 8.9' 99.50 2 I I I I I i I I I I I I I I I I I PROFILE VIEW START 200+00 PROFILE VIEW END 213+00 HORIZONTAL SCALE: 1"=60' VERTICAL SCALE: I"=8' Sto tion 206+00 207+00 208+00 101-' OF VvH 1tK=7, .c/ I dt0ti0 -28 4z14�Station-2 +52.59 $tctlon=207+85.95 -"n !om=an �`Elevotion9.1 / tilevation=9.2' OLL I I I 209+00 210+00 I c_ r�rl,,,,=�noaoa os Elevation=9.3' 1 StotiQH-208+70.81 EI ew tipn=9.0' I 211+00 Jie 10II=ZIIt/0.YZ� I 212+00 213-00 SCALE=: 1"--10" O 4 Offset= -46.9' Elevation=150" V STATION 202+19..3Offset=35.8' -�2 TOP SEAWAU Offset= -43.3' SCALE=: 1"=10" -11 �Elewfion=17.5' Elevation=17.9' STATION 207+84.1 1d Offset= -41.0' �Flevat/on=13.3' °> 7d id � 1d \ �1 N C O N 1d 1d �A€fset=-43.2' 14 r Offset=25.2' O N O � / Elevation -74.7' w p I I I 1 k I TOP IVAVA7ER=1310' -}=J Elevation -13.5' 14 14 1U1, Or IVAI 1d 12 C/) (� o 12 f2 na ,v 10 13.0' 10 10 I rs_ a r a 'Elevation I I I ' d d Offset= -35.1' Eevation=13.0' Elevotion=13.0' d Off"t r_� Elevation=13.0' I I .1 7' Offset - 0"J Elvation-9.T� AyI I Offset= -J.2' JT -2"• Elevation= 9' 4 iEetlo=10.0 Eevation=9.7 '4 Offset=-11.9' 2 El;�;W-9.2J I Ie I I Elevation=9.2' 2 2 Oro -40 -30 -20 - 0 0 1) 26 a 40 58 -D -40 -30 -20 -10 0 1 20 209+00 210+00 I c_ r�rl,,,,=�noaoa os Elevation=9.3' 1 StotiQH-208+70.81 EI ew tipn=9.0' I 211+00 Jie 10II=ZIIt/0.YZ� I 212+00 213-00 LQ O 4 V i3 -�2 -11 -r10 9 °> Station=212+52.94 Elevation = 9.4' V- �1 N C O N � O -4 m O ^� -2 O N O � w p I I I 1 I to N p SCALE=: 1"=10" STATION 212+44.1 id 10 14 to 14 14 OF Offset=6.5' 14 12 12 LOffset--44.2' �\ .l'. 93.7' 12 Clw�yjaQ=la 5' 10 10 / 10 d Offset= -34.1' I d Eley-tion=9.6' Elevation=13.0' d s clem" 1f=1� I I 44 2 2 O t=-23.6'_ I _Offse =-13.8' I I 4 38 -0 -40 -30 -20 -10 0 10 20 Q tiWi Wpm O p C61, Z Q: a. 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Elevation=6.0 2 -30 -JO - 0 , 15 20 30 48 q-0 -40 -,,O -''0 -0 b 1) 7 30 48 !1 0 Q Q 0 LjLu Or Q a m bATE 8/8/2012 SCALE 1"=60' SHEET NO. 5 OF 5 FILE NO. 6644 DRAWN BY CJG APPROVED BY DMT DRA WING NAME 6644.DWG n Fil � O O N O � buo N � CIO t� �Li v cn '0 O (� N IQ)) ^ �Lo o bATE 8/8/2012 SCALE 1"=60' SHEET NO. 5 OF 5 FILE NO. 6644 DRAWN BY CJG APPROVED BY DMT DRA WING NAME 6644.DWG