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HomeMy WebLinkAboutRevision; Site PlanOFFICE USE ONLY. DATE FILED: 1/29/2020 REVISION FEE: r15-00 - , LOCATION/SITE ADDRESS: 2260 Rock Road PERNUT # 1912-0106 RECE]PT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982,5662 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: Revised site plan to 40 x 60 pole bam. Revised pole barn to be closed pole bam CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC1330685 ST. LUCIE CO CERT. #: 28600 BUSINESS NAME: Trefelner Construction Inc QUALIFIERS NAME: James Trefelner ADDRESS: 1760 Copenhaver Rd CITY: Fort Pierce STATE: FI ZIP: 34945 PHONE (DAYTIME): 772-201-9833 FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: Nicholas Paul Gisler ADDRESS: 1758 NW Brown Rd CITY: Lake City PHONE (DAYTIME): STATE: FAX: FAX: ZIP: ZIP: 32055 SLCCC: 9123109 P Revised 06130117 IS10"'N File CAPY �P "010V . FND BOX CUT /u SITE PLAN q N Q ON DROP INLET a p M } Tt BENCHMARK (BOX CUT ROCK ROAD) �� YV ELEV. s21.87' LOCATED IN SECTION 23, f TOWNSHIP 35 SOUTH RANGE 40 EAST o �_ A'A ��= a .. W 0 SAINT LUCIE COUNTY, FLORIDA 91 `P Z W o 6FND FND NAIL & DISK LS # 4971 `} Z O NORTHWEST CORNER OF THE ORANGE AVENUE ! _ O US a W LL 7PU - NE 1/4 OF SECTION 23 - - - - - SITE O >. W H LLI uj >wZo�� P FND 3X4' CM C/L NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 48 c EDWARDs RD. �% 7 a N LS # 4987 FND 4X4" CM 1.6' SOUTH BASE BEARING LB # 4108 030 so.o N 89-4635" E ,w� E § v� N W> Ill.- - - 649.30'M 648.98'D - - OKEEa" nz WHITE CI ROAD Q Z Z LU LU t7 a0 AIA J O J S O ti 0 > � y PRIMA NSTA BLVD. i Z w N Y N C ` L 0 Z W 0' 40' 80' 120' cY•9 / O U. c Q p` ¢ i = LOT 4 LOCATION MAP Q, a a= e o MODEL LAND COMPANY N NOT TO SCALE 3 c NE % SECTION 23 y o LESS AND EXCEPT PARCEL o N of o OCCUPIED 0 it LEGAL DESCRIPTION WELL AND SEPTIC OUT OF RANGE C LOT 4 OF THE NORTHEAST Y4 OF MODEL LAND COMPANY'S SUBDIVISION i; \ A N OF SECTION 23, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ACCORDING TO d 0 m in THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2 PAGE 10 OF THE LEGEND A A/C & ABBREVIATIONS ARC LENGTH AIR CONDITIONER LSD#34907CM\I 1.6' SOUTH 20,25 19,92 �\ BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS 20,46 C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEC OR DEGREE �HIa x a ELEV ELEVATION 14 FFE FINISHED FLOOR ELEVATION FND FOUND 4.5 ID IDENTIFICATION NUMBER 1 ,94 IP IRON PIPE 20,50 IR IRON ROD IRC IRON ROD & CAP 20.17 LB LICENSED BUSINESS 20.33 LS LICENSED SURVEYOR M MEASURED DATA 18.56 MON MONUMENT N&C NAIL AND CAP PROPOSEDPIPE T NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM d NO OR # NUMBER NTS NOT TO SCALE ".I OHP OVERHEAD UTILITIES 20.45 U ORB OFFICIAL RECORDS BOOK P PLAT DATA 20.50 PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING 20,18 POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT 199 PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR FND 5/8" I C R/W RIGHT-OF-WAY LB # 8098 ® WATER METER BENCHMARK ELEV s 19. 6' & AND 17,47 0 AT 20.16 A DELTA UTILITY POLE 20,35 20,62 17.38 \ N PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SUBJECT TO PIPELINE o EASEMENT IN FAVOR OF FLORIDA GAS TRANSMISSION COMPANY UNDER GROUND \ C RECORDED IN OR BOOK 876, PAGE 2210 OF THE PUBLIC RECORDS OF 0 3 GAS LINE ST. LUCIE COUNTY, FLORIDA. 17,73 \ LESS AND EXCEPT THAT PARCEL MORE PARTICULARLY DESCRIBED AS 18,91 L9 FOLLOWS: 19.21 18.43 \ 1�,317 18.36 18,26 17,65 BEGIN AT A 3X4 CONCRETE MONUMENT (STAMPED "R.W. HERR, PLS 2 N86'04'12" 650.50M CD 17,77 4907") 49.00 FEET SOUTH OF AND 30.00 FEET EAST OF THE 650.54-D \ 17.52 NORTHWEST CORNER OF THE NORTHEAST Y4 OF SECTION 23 TOWNSHIP ,25 EXISTING HOG CHAIN 6 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; RUN �1 SERVICE POLE PROPOSED WIRE L51 FENC - N89'49 22 E (AN ASSUMED Bf ARVNG) ALONG THE SOUTH RIGHT OF WAY WITH NAIL DRAINFlELD ..#"SOFT 18,38 17.38 19,28 3X4' CM LINE OF THE NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT CANAL >- \ BENCHMARK ELEV-21.53' N ����� � \ - FND LS # 4907 NO. 48, A DISTANCE OF 648.98 FEET, TO THE EAST LINE OF AFORESAID 2 H l.A Q z - 19,25 a r-�.. 4 �, x 19,64 x 1841 x 18 X-1 �6 2 i,61 18,35�' 1.6 sovTx %' LOT 4; THENCE S00°08'45"E ALONG THE EAST LINE OF LOT 4 A DISTANCE OF 254.20 FEET; THENCE RUN N86°04'15"W, A DISTANCE OF z r DPQ 3 0 W z w -i o 0 D_ a > (a a w w w d d a_ Q- a Ia A A a < a ¢ r U U D9 o (U W . F R N o to to x 82 17 1 .62 \ 2 650.54 FEET, TO THE EAST RIGHT OF WAY LINE OF ROCK ROAD; o �` el 18,85� THENCE RUN N00°1015 W ALONG THE SAID EAST RIGHT OF WAY LINE, A �x 1914 Qch O PROPOSED ]( /16 , 61 18 6 a N Q o w z zv 17,10 �,..� GREEN AREA 7' \.61\ 2 DISTANCE OF 207.61 FEET TO THE POINT OF BEGINNING. C �oz 19,6 7" 24.12 LOT 4 18,64 EXISTING O p rz X W a X MODEL LAND COMPANY POND \ "� V 2 GENERAL NOTES C) O w y w �oo.a x 83' PROPOSED STORY V+'6 23,8X NE%SECTION23 ' 16.54 16.65 2 W V 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. Z LL i'=w �X <- (� 9 J 'PROPOSED CBS „ PROPOSED 1' 2 4 0 0 Q COVERED Fp o COVERED X 23,65 a 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT Z o ;ow y Z a ENTRY j. E DENC y 6 PORCH 18,95 16,61 19.34 0 J y C Q MINIMUM N 6 X 4889• ' J \ CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. O <1 too. ' FFE a 22. 2 v W W v O I Y 19,1 N 1O'7125 N EXISTING ' ' Z 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE y Q /�� wN BREEZE I 8,56 DOCK O NwN ni Q ro X19,20 180" WAY \ to �. AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. , O� 0 22. 22.0• \ 23,3 o J �wz_ 22.0• - x 19.32 19,47 16.52 o w � W Z owe m Q O PROPOSED 18' a N a PROPOSED 24.6 ' ' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE � W �,Z p GRAVEL DRIVE o o o CONCRETE \ X I x 19.45 \ p OF LOT 4, MODEL LAND COMPANY, HAVING A BEARING OF N89'46'35"E, Q ~ �w� PROPOSED 19,13 19 29 \ 0 C O ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2 PAGE V In =iN w p z 19,37 16,58 , 10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA, (ASSUMED DATUM). Q °z Q�ZS PROPOSED WATER LINE \ / 16, 5 8 I \ V Z � LL ° F CONCRETE ARPO D 19,18 16,54 16,51 �� � Q a W?<� - 16.64 W,o> O \ x 18.76 \ 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE I� Z Ci I- 19,19 6 5 "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL O mozo y02U \ 18.69 1 .72 NO. 12111 C 0170 J AND 12111 C 0167 J EFFECTIVE DATE FEBRUARY 16, l� �- W }} a o�N� 17. 5 18.82 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION (� Z 1- ° °°2o Q x v °wxw W I 18'9 PUMP o -OEXISTING 18 80 18 75 CERTIFICATE. Q 2 Z ©Z'wm WELL 75.0' J i HOUSE C. 18,75 W O wF�w co 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM V s -" W 18.82 18,74 X 18,80 ,, (NAVD) OF 1988. W o=moo "" X 6 o \ w O Zoas EX 60.0 379.+' 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES C) °; � I PROPOSED Z z w 19 x DIRT POLED \ STANDARDS, IN FEET AND DECIMALS THEREOF. 0;Z a BARN q / F, UNDER GROUND J � ° Z 2 d d 0) LD GAS LINE F C, z° =i °° 18,77 o MINIMUM a Q 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN zoo FFE - 22.21 / W \ LOCATED AND SHOWN HEREON. N «OO 19.12 60.01 i 18,56 17L96 18,67 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN 1 19,29 18. N H 18.46 FND 3X4• CM 18.67 �7,89 LOCATED ON THIS SURVEY. ,1 s' CHAIN LS # 4907 S 89"58'26" W LINK FENCE 2.7' souTx 18,09 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND 4 19,52 49.t6' 8.57x 1� 18.30 FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. f1� ° 19,46 19.11 18.81 4' HOG 18,34 c FND 4X4° CM\ C44 WIRE PEN 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR S 8905826" W - _ TING 678.35' � C/L HOEFFNER LANE 60' R/W SOUTH LINE LOT 4>- - EXISDRIVE LB # 4108 RIGHTS-OF-W EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S AY, E RD, 0 N HIP, A NMENT'S DEED RESTRICTIONS, OR a DIRT MURPHY ACT DEEDS. DRAWN BY, CA CHECKED BY, CA DATE:FEBRUARY 17, 2019 HORIZONTAL SCALE: -- 1'=40' -- -- 18,78 � \ 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 04, 2019. 18 � O 2 NOT VALID WITHOUT THE SIGNATURE 19.40 19.33 18.9 3 AND ORIGINAL RAISED SEAL OF A 19 9FLORIDA LICENSED SURVEYOR & 20{ 5 GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER. 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON MIN. SETBACK REQ. BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. FRONTSEAL ri_O_--- SIDES 8EVISION 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STREET ADDRESS CNR SIDES STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, REAR IMPROVEMENTS AND CONTROL ON THE PROJECT. 2260 S. ROCK ROAD, FORT PIERCE, FL 34945 ZNG. �i, ciilgi�LES ARNOLDTECH. jl 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING PROFESSION co CARLSON SURVEY 2018. FLORDALIICEAL ENO.4YOR&MAPPER )71 y 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY � EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE PRI D ATE CODE (F.A.C.) 5J-17-051. SHEET 1 OF 1 PROJECT NO. 19-506