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1099 CORNELL LN DWAY21-0038 revision 10-5-21 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ( i::, City of Atlantic Beach Building Department GRAY IS REQUIRED. % 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: DWAY21-0038 Revision to Issued Permit OR Corrections to Comments Date:10/04/2021 Project Address: 1099 Cornell LN Contractor/Contact Name: David Almond Contact Phone: (865)247-8104 Email: peanutdowns202@hotmail.com Description of Proposed Revision/Corrections: Concrete driveway will be changed to PAVERS. There will will be an apron on city property of 3.0' +/-go up driveway, and lenght 20.0'.Wings 2.0' +/-; driveway pavers lenght 34.0' +/-, and 20.0'width. A retention pond will be placed on the East side of house in backyard; the pond will be 15.0' x 20.0' +/-, 0.6' depth. All backyard down spout will be running to pond with 0.6'tubing. Drainage will come off top of pond with 0.6'tubing, or ditch. I David Almond affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 1No f]Yes (additional s.f.to be added: • ill proposed revision/corrections add additional increase in building value to original submittal? LJNo 11*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) I Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 LESS AND EXCEPT ANY ROAD RIGHT OF WA' OF RECORD: CERTIFIED TO: DAVID LEE ALMOND, TIER 1 LENDING, / , OSBORNE & SHEFFIELD TITLE SERVICES, L.L.C., "wp —�f 6' 1 j p j��f r rI}FST." A11d1= Ct(14' TTRt= (ItI`S�.3IZAT1ll..t CW 14a't'�ik'p; a AND CONNIE WIDMANN. ' ATLANTIC BEACH VILLA UNIT NO. 2 PLAT BOOK 31, PAGE 13 LOT 4 LOT 5 LOT 6 \\ N 63-50'50' W 39.60' (M) 1/2- caN 68'45'00" W 100.00' (R) td 0 1/2. In b IRON PIPE n 'r rt ,� rt n „ IRON PIPE C di .� IEii ) , in n n n D 6'—,!7. 'I r n rt n: 1.0�I 1.8' L Q 0.8' y 1;_ , c b.9' — X I 6.0'8.9' METAL SHED 2.8 (� x WOOD FLOOR a O M ^O I 6,(j\ O• • ` I '.. r ^. r' CD V _�,I _..d O Q Y O I CONN: N" �i I O pp (' � ^_ I AC etka 7g X _ 'i, O r 22.0' 42.2' :� 35.Y 1 -2.5' W W (Ni ,� x� 1-STORY FRAME o x >O 1 H N IT O i- ;' RESIDENCE NO. 1099 iv c��`� -$-;}}� S 0 N N O I n n n N COVERED N v�.-[ t_°' r T r• v' LA 0.3 17.17.8 0ce QN • x <o lA z klligt CO Ce . n I 12.2'4 ( W0(D ;-::.-mow.I*1• 22' wm • m I 222' ,3; T' 0z CM I STS EPS 20.A x 0, .. POINT OF BEGINNING I ;:I o 1 �- Z 1/2' 100.00' (R) i `"I I r I O IRON PIPE 99.70' (M) x I o I I, •4 0.4' ..."���, x—x—x—x—x—x—x—x I I I I ) I� 2.5' NORTHERLY RIGHT OF WAY UNE ' . f I I M S 68'45'00" E I I 1/2• S rafl450F1' c IRON PIPE 100.00' (R) s� 1 �_ 1 lt L LLB 3672 WOOD CURB & TTER �lM�I'A. POLE S 68'45'00' E 100.27' ? �/v,P7 P0� BEARING REFERENCE UNE �'M7Nv� CORNELL LANE ,1�Q cid(50' R/CHT OF WAY) FLOOD ZONE "X" . AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE "X (SHADED)" n. AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE PATH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. V E Y 0 GENERAL NOTES: ck j s 1.2. SSTTRRUUCIURE GS NOBTHE LEGAL DESCRIPTION 1099 SHOWN HEREON UES WIN 000 ZONES BEST DETERMINED 42 FROM FE.M.A. FLOOD MAPS PANEL NO.408 DATED 06-03-2013 PES AND0 ASSOCIATED SURVEYORS INC. 3. RIS II OR a ONM NTALLYYSSENT9 VE AREAS UNDERGROUND NOT L FOOTINGS. BY THIS SUI A LAMJ dc.. EQUGIt&EEP J4 SURVEYS S.THIS SURVEY RASED ON.LEGAL QESCAW>1AH5 FURNISHES!. THE PUBLIC RECORDS WERE W • NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. TITLE, COVENANTS, B.R.L'S I- j 3846 BL,ANDING BOULEVARD RESTRICTIONS, CLOSURES, TAKINGS R ORDINANCES, ETC. JACKSONVILLE, FLORIDA 32210 6. NE HEAVY UNE SHOWT! HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. + 904-771-6468 ////// AC - AIR CORD ITICMER 0 E BBT - BBUUILDINNGG RESTRICTION LINE PSM - PROFESSIONAL SURVEYOR 6 MAPI CERTIFICATE OF AUTHORIZATION NO. LB 0005488 R - RADIUS S S d E BIN - (LUTED FROM RECORD �aLws - RREECORDG I NRED LAND SURVEYOR N CRR COVENANTS I. RESTRICTIONS R/Y - RIGHT OFR DAY LHEREBY CERTIFY THIS SURVEY `WAS DONE UNDER MYD �cNal CAN r°mT READ cTYPI ` TYPICAL ECT SUPERVISION AND MLLIS THS MINTMUM' TE-CfiNICAL cat - CIINCRETE O SET IRON PINE(P) OR REINDARDS FOR LAND SURVEYIN PURSUANT TO CHAPTER 5J-17.050 D - �ECRIC BCI% . . FAS RON PIPEOC SLOW'�IP)B.052, FLORIDA .ISTRATIVE CODE, RAFTER 4 , F.S. AE : EISST�I�ILTENsi-DRCTERICLAUATIITY -FOUND CONCRETE VCFWMENT / B L LENGTH OF ARC OSS CUT OR ARLDRIC(//) B LB - LICENSED BUSINESS H HAIL A:C�( LS - LICENSED SURVEYORX %%—X—X—X—%—CHAR! LINK fFJp��\j cMI - MEASURED METAL Fa E NLD NAIL DISC n n n n n n n NiRE FEIHALE CHFLORIDA CERTIFIC�� N0. 3771 i �B - FICIAL RECORDS saDK - VINYLNOM FEFDRV - OFFICIAL RECORDS VOLUME DTII RLES L. STARLIN FLORIDA CERT• ATE NO. 4579 A PC - POINT OF CURVE OVERHEAD ti,, ,. a vAAnnln .I crueF a FI nRlne C FRT FI(ATF Nn 6117 T I Pcc ` POIN7 of COMPOUND_CURVE PHONE RI 5 Ax w �I� iti 4,1I/ Ofj5 e/o . ra5 I ,Vi � o Der b, sy 4. / ,. < [3.01 y�