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Home My WebLink AboutUpdated Survey & Drainage PlanREVISIONS FOR ISSUED PERMITS ONLY! THIS FORM IS NOT FOR RESPONSES TO PLAN REVIEW DEPARTMENT COMMENTS lv 1RESIDENTIAL []COMMERCIAL *ALL REVISIONS MUST BE CLOUDED BY THE DESIGN PROFESSIONAL* Date: 2/2/2022 RO MN. tuber; 1©5-0062 Address of Job site: 5701 Shannon Dr iu Contractor: WJH LLC dba WJHFL LLC dba Wade Jurney Homes Contact person: Heather Dahlin Phone Number: cell: 321-313-0406 Office: 321-348-4795 Fax Number: PURPOSE OF REVISION: Per Comments from Joseph Fersch 5/21 /21 Updated survey FFE and s raEg a Plan FOR OFFICE USE ONLY: NOTE: COMMERCIAL REVISIONS TO BE ROUTED TO THE ORIGINAL PLANS EXAMINER. PLANS EXAMINER: RECEIVED BY: DATE: REVISION ROUTED TO: ❑ Planning ❑ Engineering ❑ Health ❑ CVB Planning REVIEWED BY: FEES ❑ RESULTS ❑ OK REJECTIONS: Contacted: Contacted by: DATE: ❑ OTHER: ❑ REJECTED to pick-up revisions. ❑ Voice mail Date: ^p. / 1 J LOT 19 a IMPROVED \ IFFE-22.85' \ I I SEPTIC 132.54'(M) \ J S89°58'00"E(P&M) 132.50 a ,, �� ti �y1 '�-.. `_ �^� � ^oq, \, •, ry^� ... 2119 7,7227 2.5 22 8 22 6 ' 22.4 2-218FND AIL BM UNOBSTRUCTED J ELV=91.79' IMPROVEDTA K ° I AREA 9L 23.5 23.4 I a LO FFE-23.53' ( I 23.5 23. I a 0 la I I 23.5 \ W I � o Z o I �23.5 24.0 24.0 Z o CD CD w - o M 21.9 0 ¢ Z 0 0 3 0 q 24.0 52.7' . b `l �loZ t�1a 00 00 �. �W: I \ \ 23.9 �L X x X ex x ti ti ti g X >) o �I 3'X3' w CONC SW (nl �. 22.0 oI CONC , `�� \ 20' 18.0' , of PA!315 QI"DOSED 23.a 12" CMP ROP 0 LF 24.00 Co I M 1- TO RY 4.0, 3.0' a INV. N = 19.9 CD 0 23.9�.. ♦ •n. I INV. S = 20.0. o ° LOT18 2a.o RE IDENCE `` a. 4a7�IICKa a z �. FFL:24.50_- �1 0 ' " LA-; , ' BLOCK 152 N CON '. D�I � a 0:3b a M.E. 23.5 - G• 4.° <• 21.7t L40.1' 37.7' 24.0 24.0 24.5 24.0 �lb T21. W ti� c ti��-gQ 22. 1' 9 21.6 / 22.9 22.7 2.5 22.3 21.9 FND NAIL BM S89 58'00' E(P) 132.50 (P) A h 1 ELV=21.74' S89°59'20"E(M) 132.36'(M) I tio� a 1 �1 U LOT 17 N ; PROP WELL IMPROVED FFE-23.26' I 1 1 I" 4e N GRAPHIC SCALE 0 20 GENERAL NOTES BOTTOM OF PERMITTED DRAINFIELD: 21.87 1 inch = 20 ft. 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING SITE ADDRESS LEGAL DESCRIPTION LEGEND ACTUAL SITE CONDITIONS AND BRING DISCREPANCIES FORTH TO THE ENGINEER 5701 SHANNON DRIVE LOT 18, BLOCK 152, LAKEWOOD PARK UNIT 11, AS DIRECTION OF FLOW BEFORE STARTING CONSTRUCTION. FORT PIERCE FL 34951 RECORDED IN PLAT BOOK 11, PAGES 326, PUBLIC 2. ALL WORK SHALL BE IN WORKMANLIKE MANNER RECORDS OF PORT SAINT LUCIE COUNTY, FLORIDA. 6� AND SHALL CONFORM WITH ALL APPLICABLE APPLICANT ENGINEER X EXISTING ELEVATION CITY, COUNTY, STATE AND FEDERAL CENTURY COMPLETE MBV ENGINEERING, INC. REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR 1153 MALABAR.ROAD SUITE 8 1835 20TH STREET 1 PROPOSED ELEVATION OBTAINING ALL PERMITS AND LICENSES PALM BAY, FL 32907 VERO BEACH, FLORIDA 32960 REQUIRED TO BEGIN WORK. PHONE (321) 270-6629 PHONE(772).569-0035 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYOR PROPOSED STORM PIPE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED H&H SURVEY CONSULTANTS UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR DUSTIN HOLLOWAY CONSTRUCTION OPERATIONS. 131 W. BROADWAY SUITE 1001 4. SLOPE GRADES FROM ELEVATIONS SHOWN TO OVIEDO, FL 32765 EXISTING GRADE AT PROPERTY LINE. MAXIMUM PHONE (407) 542-4977 SLOPE 4:1. 5, PER FBC, FINISH GRADE SHALL SLOPE AWAY TAX PARCEL 11.13 NUMBER(S) FROM THE BUILDING FOUNDATION A MIN. OF 6" 1301-613-0363-000-1 WITHIN THE FIRST 10' FROM BUILDING FACE. S. ENGINEER SHALL BE NOTIFIED AT LEAST 48 PROJECT DESCRIPTION HOURS IN ADVANCE FOR ANY INSPECTION. CONSTRUCTION OF SINGLE FAMILY RESIDENTIAL LOT INCLUDING 7. THE PRESENCE OF GROUNDWATER SHOULD BE STORMMVATER DRAINAGE II I'f//N I ANTICIPATED ON THIS PROJECT. CONTRACTORS BID SHALL INCLUDE CONSIDERATION FOR FLOOD ZONE ADDRESSING THIS ISSUE. WHEN GROUNDWATER THE SUBJECT PROPERTY ISLOCATED, IN FLOOD ZONE PER FLOOD ° Sri ENse IS ENCOUNTERED THE INSURANCE RATE MAP#12111C0070J, DATED FEB 16, 2012. THIS ,�1 CONTRACTOR SHALL PLAN ACCORDINGLY. PROPERTY IS LOCATED WITHIN FLOOD ZONEX DEFINED AS AREAS o N0. 55313 8. CONTRACTOR IS RESPONSIBLE TO PROTECT MONUMENTATION DETERMINED TO BE OUTSIDE OF 2% ANNUAL CHANCE FLOODPLAIN. AND/OR REPLACE ALL SURVEY BY A LICENSED SURVEYOR IN THE STATE OF ° ATE OF �N FLORIDA. ALL ELEVATIONS IN NAVD 88 /C 0 ° �0 R DP DESIGNED RTM SHEET. ,�, ° DRAWN ®M BV 1835 - 20TH STREET SS VERO BEACH, FL 32960 �� ,(�'I�i� t`► 5701 SHANNON CENTURY HOMES SFR /� w � PH. (772) 569-0035 1 _ " I NA L /( DATE NOV. 2021 ENGINEERIN, INC. FX. (772) 778-3617 DRIVE DRAINAGE DESIGN V G CHECKED AJB MOIA BOWLES'ALAMIZAR&ASSOCIATES MELBOURNE,FL- PH(321)253.1510 AARON J. BOWLES 2/2/22 DATEISSUED 11/16/2021 CONSULTING ENGINEERING CA03728 Fr. PIERCEFL-PH(772)46MOSS FORT PIERCE FLORIDA 21-0220-55 FL. P.E. #55313