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610 Begonia St CIV19-0002 Fill DirtLOT 1, BLOCK 138, SECTION "H" ATLANTII; BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 3AI•, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS - 650 BEGONIA STREET PARCEL ID NUMBER: 270921-0000 0 10 20 40 SCALE 1" = 20' GRADE BACK TO EXISTING RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. 0377021001EG S1 `00'59"E 50.0' PLAT /I SETBACK s.o ,79 -w► PROVIDE 4.5 SWALE TO - —5.0 „ CONVEY 3 0 Ln 0 I rRvrwcU A/C ELEVATED WOOD PATIO LOT 1 HOUSE NUMBER 650 PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) E TAL IMP. AREA 2242 SF GARAGE 3 O U_ 0 0 1 PROPERTY INFORMATION ZONING -RS-2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET �F BANKS & BANKS CONSULTING, INC. el WBv'T 9T" 80 IAXi,CtlBACN,R FAX rya0}685-0NO � SPATIAL LYIMPAN\' V1 r DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS a 44.0% 8' (MAX.) SIDEYARD DRAINAGE �0 6.0 Q�/�� v y PACTED FILL OVER TOE Z � yF FABRIC BURIED 8" DEEP Cj 11. OD ('y��`Ld©/o� 1 vVl� TO BE 1"x Z" PINE WITH A MINIMUM LENGTH OF 4 FEET, LOCATE POSTS �j y T `/ � DOWNSLOPE SIDE OF FILTER FABRIC. mX41: r- L�j,O��o ©q BURY TOE OF FENCE APPROXIMATELY 8' DEEP TO PREVENT UNDERCUTTING. 0 ,•``�y W7 OVERLAP ARE TO N NSE POSTCURLY FASTEN THE FABRIC AT A SUPPORT POST ® C" 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN NTH EXTRA `. STRENGTH - 50LB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ /1t✓ � SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. Cj L+3J o'�' a� b SILT FENCE DETAIL 4 r NTS o rrtvr�atu DRIVEWAY AND <Q_ , WALK TO BE �w►o , . "TURF BLOC" N 4 SEE <. A v CALCULATIONS TYPICAL 2' FLARE - . _----- ��� - -- --- - _ l V'. U 4 r L, I ° �7 6,0 A c n a 4 5.77 5.94�,".`� 15" CMP s 5.09 LVEWAY MAX WIDTH 2OFT 0 3FT FRDM EDGE OF ASPHALT _ 3 y TYRE .,:C„ LOT GRADING ALL DRAINAGE TO FEAR LOT LINE Front swales are essential to carry surface viater from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties. Proper cross-section of the street gutter, curb and parkway, strip are essential to stop street water from flouring Onto the lot A Curb -top at high side of driveway near low tot comer A -B Parkway slope B Driveway grade Change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade paint out from front of building D -E Front swale E -f' Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES: >j0 =ooI If ZZ_ 6H1, - Hg f 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF >+31 w 1= LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. Z 0 Q z 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE ° 21 FIRST STEP IN CLEARING.2 Oz 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED C7� N ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL a 3 `" MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS r[�r� g i i ' DETERMINED BY THE PLAN APPROVING AUTHORITY. Tr = w R 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES `� : ,1 � A r A � DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. o` 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVE KTP DEVICE.. I& C o 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY Atp �? AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEfWP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE Q J IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND" PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL" TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE I I I I I I I M EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. AU City . , Of I - Z W LUUj a o W O o V% W Q� QGug J m zag OE=z LI) z LU Uj m � a W W LOT 1 SITE AND DRAINAGE PLAN JOB NO, 19-0130 21 2019 -08Y: NAD CHECHEOBY: DET aCUE, AS SHOWN C-01 SHEETHO. LOT 2, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 24, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS — 640 BEGONIA STREET (� PARCEL ID NUMBER: 170921-0000 PROPERTY INFORMATION ZONING -RS -2 0 10 20 40 SETBACKS SCALE 1" = 20' FRONT 20 FEET SIDES 5 FEET REAR 20 FEET RESIDENTIAL SITE TO DRAIN TO WATEF; DRAINAGE SYSTEM TYPE"C" QUALITY RETENTION SWALE. SEE FDEI' PERMIT FILE NO. 0377021001EG Sl'00'59"E 50.0' PLIAT i1J - DRIVEWAY AND WALK TO BE "TURF BLOC" SEE CALCULATIONS Z m —w. SETBACK A/C rnuruz ELEVATED WC PA LOT 2 HOUSE NUMBER 64D PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) 1 3 O O TOTAL IMP. AREA = 2242 SF LO GARAGE :'l3 0 n s� •o O �� oq tV D"5 7*—" W 50.0' WLAT IM D PROPOSED 5,69 15" CMP DRIVEWAY MAX WIDTH 2OFT ® 3FT-- FROM EDGE OF ASPHALT A TYPICAL 2' FLARE 5.77 BANKS & BAAW S CONSULTING, INC. 83 WFSI fIASTREf'1'.4TLiM1TiC 9FAC8, FL 1�/�e0D FAx/sw�e 6RX6 NDB4NIC.CO.'LW;L'1TNG.COH • li 1�,) ov'- 0 s,12 1 1 1 IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SO -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% ope COMPACTED FILL OVER TOE OF FABRIC BURIED 8" DEEP NOTES: � 1. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. O Front N 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. O 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA W STRENGTH - 50LB/UN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ N SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. A Curb -top -at high side of driveway near low lot n SILT FENCE DETAIL _ - 0 NTS 6.1 TYPE "C" LOT GRADING ALL DRAINAGE TO REAS LOT LINE 6.0 Front swales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties.. Proper cross-section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot_ A Curb -top -at high side of driveway near low lot corner A-6 Parkway slope _ - B Driveway grade change from upgrade drive in Street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -E Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES' 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENTCONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES _ DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVEDI ,', , G DEVICE, 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICAL�,Y' AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANU3 TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MAb IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. U09106N s _ WFaF ~"; UJ Ng 8 W aUa � dZ N S 0.0 v Ow U? �a R o Z Oa w a� 6J •s r` I- 2 LU t j IL o IL LU O o W U Q LU m Z a v z g m � 4 Lu LU N w W LOT 2 SITE AND DRAINAGE PLAN Jf f• 19.0130 ABY: NAD dRMBY: DEF SCALL AS SHOWN C-01 >I1R7N0. BANKS .@ BANKS CONSULTING, INC. LOT 3, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT a,x�srx snurr.sr�.t. zc� a. n. THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLOIRIDA. ADDRESS — 630 BEGONIA STREET`4ANpe PARCEL ID NUMBER: 17092.1-0000 �� PROPERTY INFORMATION �f IMPERVIOU�CALQQLATIONS ZONING -RS -2 DRIVEWAY TO R/W AND WALK (TURF BLOC) — 320 SF X 40% = 128 SF 0 1020 40 SETBACKS FRONT PORCH = 16 SQ—FT HOUSE = 2,092 SQ—FT FRONT 20 FEET AC PAD = 16 SQ—FT SCALE 1" = 20' SIDES 5 FEET PROPERTY = 5,100 SQ -FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ -FT RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP DRAINAGE SYSTEM TYPE "C" PERCENTAGE IMPERVIOUS = 44.0% PERMIT FILE NO. 0377021001EG S1 °00'59"E 50.0' PLAT 8' �- stop" (MAx ) SETBACK J EROSION AND SEDIMENT CONTROL NOTES: a .V ii,l�-1=11 tl-la„Ij� m �O 15.0 ROPOSED PROPOSE A/C ELEVATED WOOD , — iii III—III=111=III=1If COMPACTED FILL OVER TOES THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF Z a ( PATIO OF FABRIC BURIED 8” DEEP LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. d = LOT 3 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE v G W HOUSE NUMBER NOTES: FIRST STEP IN CLEARING. 0 630 1. POSTS TO BE 1'x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET: LOCATE POSTS A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED N PROPOSED C ON DOWNSLOPE SIDE OF FILTER FABRIC. o O W ONE STORY APPROXIMATELY 8 " DEEP TO PREVENT UNDERCUTTING. 2. BURY TOE OF FENCEAP THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION F RESIDENCE 3, WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS FF = 8.50' 0 WITH OVERLAP TO THE NEXT POST. a I_t1 N (NAVD 88) Q LL1 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH — 50LB/UN. IN. (MINIMUM) — AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES, O� SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AN STABILIZERS. 00 O DO STABILIZATION IS ACHIEVED. o IMP. AREA 00 SILT FENCE DETAIL � 00TOTAL ' � = 2242 SF 00 DEVICE. + y � Z NTS 5 6. of GARAGE AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP DRIVEWAYOA TYRE "'C" LOT GRADING o WALK TURF BLO SE n ° ° ,,.� N 6.0 ALL DRAINAGE TO REAR LOT LINE IMMEDIATELY. CALCULATION , °o Front swales are essential t0 Carry surface water from ° the front yard to side -yard suaales which carry it to the THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND %"VV 50.0' PLAT rear for disposal in easements or across other ® N .501 g properties Proper cross-section of the street gutter, curb PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL 6. O '' and parkway strip are essential to Stop street Water from o 2 £ flowing onto the lot TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL A Curia -top at high side of driveway near low lot m o ° TYPICAL 2 FLARE corner I I < — A-8 Parkway slope UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE PROPOSED 5 51 BEGONIA STREET 5.6 B Driveway grade change from upgrade drive in 15' CMP street to downgrade drive on lot z DRIVEWAY MAX WDTH 2OFT 0 3FT (50 R /W) C -D Driveway downgrade point out from front of FROM EDGE OF ASPHALT building SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED, D -E Front Swale E -F Protective front slope from highoint of swals 9 0 TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE J EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF Z a < LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. d = 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE v G W FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED z z a ON THE SITE AT ALL TIMES. <} £ 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION F a CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS LL DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES, o €� DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. _ 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTEG (5 ,.. DEVICE. + a � 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY Aft@' w 5 a Z AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE o IMMEDIATELY. & THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL 2 TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND I t I I I I I < UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE 8 If EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED, 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. I# I I I I I o o 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT I I I I I I I s END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE I I TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3, RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. i 00 UG 2 1 2019 I"' Z F— ga D W a, � LU O o W LL N W Q Q w to Zg2 O F- z Z Uj LM ro 0 a W LOT 3 SITE AND DRAINAGE PLAN ioelu. 194130 DBr,WBBY: NAD 00MBY: DET SwF: AS SHOWN 0 11KO«a /"]_ BANX,S J: BANKS LOT 4, BLOCK 138, SECTION "H" ATLAN fIC BEACH, ACCORDING TO PLAT �C.J CONSULTING, INC. THEREOF RECORDED IN PLAT BOOK 18, PAGE :34, OF THE CURRENT PUBLIC RECORDS8 WFS 4"YlREEI AYLLIIG °FACdF OF DUVAL COUNTI' FLORIDA. >>�° � A GIiOSPATNL COMPANY ADDRESS — 620 BEGONIA STREET PARCEL ID NUMBER: 170921-0000 `( PROPERTY INFORMATION 0 10 20 40 17-7 SCALE I"= 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. 0377021001EG S1"00'59"E 50.0' PLAT 4 DRIVEWAY AND w WALK TO BE "TURF BLOC" SEE CALCULATIONS i SETBACK .0 A/C 1'KVYU� ELEVATED WC PA LOT 4 HOUSE NUMBER 620 PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) TOTAL IMP. AREA 2242 SF GARAGE 0 Co N ° N 1 C0 00 z 0 I 6,1 6.0 F 0 LL ZONING -RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" NOTES: IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) — 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ—FT HOUSE = 2,092 SQ—FT AC PAD = 16 SQ—FT PROPERTY = 5,100 SQ—FT TOTAL IMPERVIOUS = 2,242 SQ—FT PERCENTAGE IMPERVIOUS = 44.0% COMPACTED ALL OVER TOE OF FABRIC BURIED 8" DEEP 8' (MAX•) I. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING, 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN MATH EXTRA STRENGTH - 5OL6/UN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. &__SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swaies are essential to carry surface water from the front pant to side -yard swaies Whig carry it to the rear for disposal in easements or across other properties Proper cross-section of the street gutter. curb and parkway strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway near IoW lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpoint of swaies EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING oo1P 0.. 0 0 OW U= U� Z< o � �Z z�� 5a -EH P mom LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVEDFILIttl�' z DEVICE. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY�A'.= ui ii AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP � TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MAD€ DRAINAGE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY PLAN AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL, 2-1 201 TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL ,eNO. 19"0130 BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE I I I I I I I EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. Illllil 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. I I I I I I I 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. G�'Dy I— z W W a LU O '0 LLI a3 Q C3 m zQ� () zLU W g m Q W W LOT 4 SITE AND DRAINAGE PLAN A' 2-1 201 ,eNO. 19"0130 ABY. NAD sli t 'Alaarfrnee *Emelt DET of i4, p AS SHOWN BNEETK Z Z 0 a 0 J i BANKS & BANKS LOT 5, BLOCK 138, SECTION "H" ATLANTIC BEACFI, ACCORDING TO PLAT CONSULTING, INC. THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS — 610 BEGONIA STREET PARCEL ID NUMBER: 170921—C 000 PROPERTY INFORMATION IMPERVIOUS CALCULATIONS 0 10 20 40 SCALE I"= 20' - d ,a ° • . EDGE PROPOSED OF ROAD 4.99 15" CMP 5.34 DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT ZONING -RS -2 DRIVEWAY TO R/W AND WALK (TURF BLOC) - DEVICE. ...: k, 320 SF X 40% = 128 SF SETBACKS FRONT PORCH = 16 SQ -FT �� z HOUSE = 2,092 SQ -FT FRONT 20 FEET AC PAD = 16 SQ -FT SIDES 5 FEET PROPERTY = 5,100 SQ -FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ -FT Z» 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE ao FIRST STEP IN CLEARING. v�— VOLUME O ALI I = 284 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED _ � e ON THE SITE AT ALL TIMES. PROPOSED---- ROPOSE .0 '0 ROPOSED �C 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION a > o ELEVATED WOOD W , 916 - LLDETERMINED BY THE PLAN APPROVING AUTHORITY. PATIO i ° w 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES. y DURING LAND DISTURBING ACTIVITIES QJ LOT 5 m em Q HOUSE NUMBER STABILIZATION IS ACHIEVED, 610 Or N < In 0 LLJ o PROPOSED <! co ONE w STORY N RESIDENCE 3 w 0 N DO 8.5' F.F.E. 00 00 d7 z TOTAL IMP. AREA i 00 = 2242 SF z C6.' 1 PROPOSE a d 6.D DRIVEWAY AND WALK TO BE "TURF BLOC"--v%,a 6,6'" SEE .' CALCULATIONS 6.0 a .4 N a i ry - d ,a ° • . EDGE PROPOSED OF ROAD 4.99 15" CMP 5.34 DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT ZONING -RS -2 DRIVEWAY TO R/W AND WALK (TURF BLOC) - DEVICE. ...: k, 320 SF X 40% = 128 SF SETBACKS FRONT PORCH = 16 SQ -FT �� z HOUSE = 2,092 SQ -FT FRONT 20 FEET AC PAD = 16 SQ -FT SIDES 5 FEET PROPERTY = 5,100 SQ -FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ -FT DRAINAGE SYSTEM TYPE "C" PERCENTAGE IMPERVIOUS = 44.0% �- COMPACTED FILL OVER TOE OF FABRIC BURIED 8' DEEF NOTES: 8' IMAX.) 1. POSTS TO BE I'x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET: LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8- DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 50LB/I.1N. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Errant wales are essential to carry surface Water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties Proper cross-section of the street gutter, curb and par"vay strip are essential to stop street Water from flowing onto the lot A Curb -top at high side of driveway near IoW lot Corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES: z DEVICE. ...: k, ow 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLYANO- W a �� z oo�N e 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF o y o� z o ; LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. Z» 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE ao FIRST STEP IN CLEARING. O m Uz 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED z 4 ON THE SITE AT ALL TIMES. >zz 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION a > o CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED W , 916 - LLDETERMINED BY THE PLAN APPROVING AUTHORITY. ° w 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES. y DURING LAND DISTURBING ACTIVITIES m em AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVE _' ILT[<`I@ING z DEVICE. ...: k, ow 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLYANO- W a AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DE VICES SHALL BE MADE o IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND i UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS, 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWNSPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. .F s Co a U � 21 2019 r: Department �V -or tla ;�C 1 F Z W W CL 11j Oo W J LL t— W W U goW m Z Q U z g m L11 W W a W W LOT 5 SITE AND DRAINAGE PLAN +OBNO. 19.0130 BAMBY: NAD **=BY,. DET Bre: AS SHOWN C-01 SW Na LOT 6, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT 1� THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT) FLORIDA. 1 ADDRESS — 600 BEGONIA STREET PARCEL ID NUMBER: 170921-0000 li Z, PROPERTY INFORMATION 10 20 40 (47r) EXIST. TIDAL SCALE I"= 20' DITCH SPILLWAY / ELEV. = 5.42 RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE N0. 0377021001 EG NG SETI3ACK 5 i3. 30.1' ELEVATED WOOD u PATIO z LOT 6 00 / HOUSE NUMB(_R 00 600 N PROPOSED 3. ') ONE STORY RESIDENCE FF = 8.50' 0 (NAVD '88) Iv oN p O TOTAL IMP. AREA D = 2242 SF > ) 0 0 I GARAGE 6,1 u OPOSED D IVEWAY AND ALK TO BE 6.0URF BLOC" N d EE �^^^ °" ALCULATIONS j/ 0°56'17"W 70:b'a P� T 4, I C 6,0 hA ' T FLARE_ ' _._. it PROPOSED E 15" CMP 4.99 R -DRIVEWAY MAX WIDTH 2OFT 0 3FT -_-._ FROM EDGE OF ASPHALT ZONING -RS -2 SETBACKS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF FRONT 20 FEET SIDE (N) 5 FEET SIDE (S) 20 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" NOTES: BANKS& BAMeS CONSULTING, INC. 81 N2SY 9IIISTRFS.T ATLAa'fYC ffi:� g Yy \,.�.. (90+}6&4Y&M FA%IYA1}ce Y3,15 A GYOSraT1AL CQa,P}ANT BANM15.4 UBdr'NSCO.N 11LtING.CW.I IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) — 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ—FT HOUSE = 2,092 SQ—FT AC PAD = 16 SQ—FT PROPERTY = 7,140 SQ—FT TOTAL IMPERVIOUS = 2,242 SQ—FT PERCENTAGE IMPERVIOUS = 31.00% COMPACTED FILL OVER TOE OF FABRIC BURIED 8" DEEP 1. POSTS TO BE 1"x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC, 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH — 50LB/LIN. IN. (MINIMUM) — AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface Water from the front yard to side -yard swales which carry it to the rear for disposat in easements or across other properties. Proper cross-section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot. A Curb -top at high side of driveway near law lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF w� 5 LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. Z 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE y p�0 F 0 FIRST STEP IN CLEARING. O 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED o: ? Z ON THE SITE AT ALL TIMES. �0 = 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES O a = o NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS = R LL DETERMINED BY THE PLAN APPROVING AUTHORITY. ° Fv 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES I wom •� € DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL a'~ STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. -° 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY ANO: `. a AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP I TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL t BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. IIIIIIIT� 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. I I I I I I I c 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE I ! I I 1 I I TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWNSPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. H Z WCL Ln CL Ljj 06 :LI LL U) W v Q W m Z Q v 0 12 (!) ui w g m � a N W W LOT 6 SITE AND DRAINAGE PLAN Jae N. 19.0130 BRpMBY: NAD ,i CIIIMM BY: DET ity llljl9ili (' ASSHOWN . . g 8WK0. LOT 1, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS - 650 BEGONIA STREET PARCEL ID NUMBER: X1921-0000 10 20 40 SCALE 1" = 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. 0377021001EG Sl °00'59"E 50.0' PLAT o) 20' o SETBACK cli r3 6.0 10' � I i DO N O O.. Q N 3 O F - r0 o > J D 4- 0 I rnvrvxu A/C ELEVATED WOOD PATIO LOT 1 HOUSE NUMBER 650 PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) E TAL IMP. AREA = 2242 SF GARAGE PROPERTY INFORMATION ZONING -RS-2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" 79 S��E 1 z 00 Ld 1, Ld Iv 001 M 3 -5 o r� O 0 -0 r- 6.1 DRIVEWAY AND WALK TO BE "TURF BLOC" SEE CALCULATIONS 1 u� ----.__..id TYPICAL 2' FLARE`d -PROPOSE[ -- 5.77 5.915' CMP z 7'—E5.09 ni R VEWAY MAX N oTH 2OIT 0 3Fr . _ -v ----- FROM EDGE OF ASPHALT J 0011t*3 IMPERVIOUS C LCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 409 = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% COMPACTED FILL OVER TOE OF FABRIC BURIED B" DEEP 8' (MAX.) 1. POSTS TO BE 1'x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREWENT UNDERCUTTING. 3, WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE MRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE CR ETHYLENE YARN WITH EXTRA STRENGTH - 50LB/UN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. 2 SILT FENCE DETAIL �J NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties. Proper cross-section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot. A Curb -top at high side of driveway near lora lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES - DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL bE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT, ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. F Z W W a 9 LU O o W 1 N W a Q W ZQ0 O F- z Z LLj LU m � a W LOT 1 SITE AND DRAINAGE PLAN V \ ` �K 19.0130 oxewxer NAD \I®sr. DET AS SHOWN �`� C01 LOT 2, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, �OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS — 640 BEGONIA STREET PARCEL ID NUMBER: 270921-0000 IV PROPERTY INFORMATION 10 20 40 SCALE 1" = 20' Q J c- 0 N O 0 LLI'; 00 DRIVEWAY AND WALK TO BE s "TURF BLOC"r. SEED CALCULATIONS4 RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. 0377021001EG S1 `00'59"E 50.0' PLAT SETBACK li a YKuvubt A/C ELEVATED WOOD 10, PATIO LOT 2 1 - HOUSE NUMBER Q 640 PROPOSED O ONE STORY NN RESIDENCE FF = 8.50' (NAVD '88) ori W � I N O LL TOTAL IMP. AREA D = 2242 SF U DO o Z GARAGE 6.1 D 6.0 x.560171�V 50.0' LAT ®II® 0 e PROPOSED 5,69 15" CMP DRIVEWAY MAX WIDTH 2OFT 0 3FT— FROM EDGE OF ASPHALT a - --- J J LL TYPICAL 2 FLARE 5.77 ZONING - RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" �F COMPACTED FILL OVER TOE OF FABRIC BURIED 8' DEEP NOTES: 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING " EROSION AND SEDIMENT CONTROL NOTES: DEVICE. - - 8' 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AN -D MAXI AFTER 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP a TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. IMMEDIATELY. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE .tZ a.o C 0 FIRST STEP IN CLEARING. E IMPERVIOUS CALCULATIONS U =� TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED DRIVEWAY TO R/W AND WALK (TURF BLOC) - ON THE SITE AT ALL TIMES. - 320 SF X 40% = 128 SF p = se FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY AC PAD = 16 SQ -FT TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED W 3 PROPERTY = 5,100 SQ -FT BY THE PLAN APPROVING AUTHORITY. H w �=a TOTAL IMPERVIOUS = 2,242 SQ -FT 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES PERCENTAGE IMPERVIOUS = 44.0% DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, O 6HS COMPACTED FILL OVER TOE OF FABRIC BURIED 8' DEEP NOTES: 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING " z DEVICE. - - R . D 8' 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AN -D MAXI AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP a TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE o IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND LL '- 1. POSTS TO BE 1'x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PRE�ENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE 02 ETHYLENE YARN WITH EXTRA STRENGTH - 50LB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS, n SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to Carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties. Proper cross-section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway near low lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F protective front slope from highpoint. of swales UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. illlllll 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED, f I I I I I I 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: Z 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. W 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. W d 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. W O O RECE N W VEL�'V a m Z J V JUL 1 1 2019 0 z g _ 1 � IM 4 W nn Dep rtr, AV /%i ty` C ..rte t w, LOT 2 SITE AND j q r DRAINAGE PLAN ,bells 19-0130 WAMBY: NAD l (�\ l✓ al�c�n DET AS SHOWN C-01 NO. 5 LOT 3, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS – 630 BEGONIA STREET PARCEL ID NUMBER: 170921-0000 0 10 20 40 SCALE 1" = 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. 0377021001EG _ S1 "00'59"E 50.0' PLAT rION SWALLr'- 20 --'N` N SETBACK T: PROPOSED /, 15" CMP .51 DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT \-------TYPICAL 2' FLARE BEGONIA STREET 5.E (50' R/W) PROPERTY INFORMATION ZONING - RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" OPB IMPERVIOUS CALCULATIONS ATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% COMPACTED FILL OVER TOE OF FABRIC BURIED 8' DEEP NOTES: 8' (MAX.) 1. POSTS TO BE 1'x 2" PINE 1MTH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8' DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 5OLB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. 2 SILT FENCE DETAIL �i NTS TYPE "C" LOT GRADING :ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface Water from the front yard to side -yard swales wvhich carry it to the rear for disposal in easements, or across other properties. Proper crass -section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway near loan lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES:�n 000I j 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF z= s<s >+_ °�0 Bs 6.0 ;Y Z a ... .. A/C PROPOSE m s U 3. y z Z ELEVATED ELEVATED WOOD 10, 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION PATIO CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED Q LOT 3 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES ,@,5 DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL H -I STABILIZATION IS ACHIEVED. HOUSE NUMBER 6. Q °z 630In - ow 7. O Q PROPOSED < ! O O STORY x ONE o U) RESIDENCE - 8. r ir FF = 8.50' o S Ni1v5 3 (NAVD '88) 3 v LLJ TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND 00 3 07 O03 TOTAL IMP. AREA I I 00 Z � = 200 242 SF � , DO 0l � Z 6iINC" C,1 GARAGE PROPOSE DRIVEWAY AND 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WALK TO BE e , WITH ALL LOCAL AND STATE REQUIREMENTS. "TURF BLOC" SEE O .: C6, —� (Vi�� CALCULATIONS 4 �. N e SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT ® N0.56,177* 50.0' PLAT 6.0 i 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE I e, PROPOSED /, 15" CMP .51 DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT \-------TYPICAL 2' FLARE BEGONIA STREET 5.E (50' R/W) PROPERTY INFORMATION ZONING - RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" OPB IMPERVIOUS CALCULATIONS ATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% COMPACTED FILL OVER TOE OF FABRIC BURIED 8' DEEP NOTES: 8' (MAX.) 1. POSTS TO BE 1'x 2" PINE 1MTH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8' DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 5OLB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. 2 SILT FENCE DETAIL �i NTS TYPE "C" LOT GRADING :ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface Water from the front yard to side -yard swales wvhich carry it to the rear for disposal in easements, or across other properties. Proper crass -section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway near loan lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES:�n 000I j 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF z= s<s >+_ °�0 Bs LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. Z a 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE Q Z Gro E�. FIRST STEP IN CLEARING. m s U 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED z Z ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION b a ?6i CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED W- 4 0 BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES ,@,5 DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL o Q a f STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING °z DEVICE. - ow 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND w a o AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP> � U, TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE -MADE o` - IMMEDIATELY. - - 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE I I I I I I i s I N NS EROSION DETERRENT, ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS o SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. IIIIIIIIok 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. i 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE I TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: I-- Z 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. I QD 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. W CL 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. LL1 O O uj > _ ao ZQS2 O I= z t r ,� JUL 1 1 ?QD 1 W a IM ,k►rl'n a rtr ierf — . o I s�w �' �"" +► LOT 3 SITE s r AND DRAINAGE PLAN 19.0130 \vORM BY., NAD DET sup AS SHOWN C-01 SIEETTNO. rt a LOT 4, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, DF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS - 620 BEGONIA STREET PARCEL ID NUMBER: 170! )21-0000 I PROPERTY INFORMATION 0 10 20 40 SCALE 11"= 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PROPOSED 15.34 15" CMP DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT IYMCAL Z tLAItL 5.51 EDGE BEGONIA STREET OF ROAD (50' FI; /W) ZONING -RS-2 PERMIT FILE NO. 0377021001EG 801,09 320 SF X 40% = 128 SF S1 °00'59"E 50.0' PLAT_ 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF HOUSE = 2,092 SQ -FT FRONT 20 FEET AC PAD = 16 SQ -FT SIDES 5 FEET PROPERTY = 5,100 SQ -FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ -FT DRAINAGE SYSTEM TYPE "C" PERCENTAGE IMPERVIOUS = 44.0% O z 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED Z 20 "= N` SETBACK ON THE SITE AT ALL TIMES._ I ,I € PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL o 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION J 1111111---ITI- TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. el g LL R 6.0 6.0ROPOSED 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES Y 5'0� A/C PROPOSE " s STABILIZATION IS ACHIEVED. ELEVATED WOOD COMPACTED FILL OVER EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS PATIO 8 _ OF FABRIC BURIED 8" DEEP r III Ila�� SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. LOT 4 � Q w __j D- HOUSE NUMBER Q x 620 n O PROPOSED C� O ONE STORY O o RESIDENCE a �- ~ p FF = 8.50' (NAVD '88) x U) LLI N �� N 0 LO a O 't �I ~ 00 r - FTOTAL IMP. AREA z 2242 SF p 00 LL Z 6.1 C( GARAGE ° � 0 I ' PROPOSE , I DRIVEWAY AND 6.1 WALK TO BE "TURF BLOC" SEE CALCULATIONS .� N 6.0 N56'17"lR/ 50.0' PLAT !l 6.0 o ° s I e PROPOSED 15.34 15" CMP DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT IYMCAL Z tLAItL 5.51 EDGE BEGONIA STREET OF ROAD (50' FI; /W) ZONING -RS-2 DRIVEWAY TO R/W AND WALK (TURF BLOC) - 801,09 320 SF X 40% = 128 SF SETBACKS FRONT PORCH = 16 SQ -FT 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF HOUSE = 2,092 SQ -FT FRONT 20 FEET AC PAD = 16 SQ -FT SIDES 5 FEET PROPERTY = 5,100 SQ -FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ -FT DRAINAGE SYSTEM TYPE "C" PERCENTAGE IMPERVIOUS = 44.0% EROSION AND SEDIMENT CONTROL NOTES: 801,09 ; DEVICE. - FMA 1 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF Y � W o E� LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. _ € 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE o. 0 jl'I',h' 1,VI I I IMMEDIATELY. FIRST STEP IN CLEARING. O z 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED Z a ON THE SITE AT ALL TIMES._ I ,I € PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL o 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION J 1111111---ITI- TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. g LL R BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES Y DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL - s STABILIZATION IS ACHIEVED. COMPACTED FILL OVER EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS 1. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET, LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 5OLB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. 2 SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. Front swales are essential to carry surface water from i` the front yard to side -yard spates which carr} it to the ...-•- �"'"""" �,�.. rear for disposal in easements or across other � I► properties. Proper cross-section of the street gutter, Curti and parkway strip are essential to stop street water from flowing onto the lot A Curia -top at high side of driveway near low lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F Protective front slope from highpoint of swales JUL a ment ' u �+ R ach, FL I - Z W Lu LV O o J LL LU N > v W Q � w m O I= z 2 W LU m 0 a W W 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING. ; DEVICE. - - ow - 8'7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND, w a_ AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP_ ~ TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE o jl'I',h' 1,VI I I IMMEDIATELY. pacl¢nxr. DET scAlF: AS SHOWN 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND I PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL 1111111---ITI- TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE COMPACTED FILL OVER EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS 8 _ OF FABRIC BURIED 8" DEEP r III Ila�� SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE NOTES: WITH ALL LOCAL AND STATE REQUIREMENTS. , t. 1. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET, LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 5OLB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. 2 SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. Front swales are essential to carry surface water from i` the front yard to side -yard spates which carr} it to the ...-•- �"'"""" �,�.. rear for disposal in easements or across other � I► properties. Proper cross-section of the street gutter, Curti and parkway strip are essential to stop street water from flowing onto the lot A Curia -top at high side of driveway near low lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F Protective front slope from highpoint of swales JUL a ment ' u �+ R ach, FL I - Z W Lu LV O o J LL LU N > v W Q � w m O I= z 2 W LU m 0 a W W LOT 4 SITE AND DRAINAGE ,,,, *► PLAN � 19.0130 oruxwaw NAD pacl¢nxr. DET scAlF: AS SHOWN C-01 SHM NO. 0 r m LL a 21 LL LOT 6, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, 0- THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLC'RIDA. ADDRESS - 600 BEGONIA STREET PARCEL ID NUMBER: 17092.1-0000 U 30.1' E LEV. = 5.42 RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEI_ FDEP PERMIT FILE NO. 0377021001EG -EXIST. TIDAL SCALE 1"'= 20' DITCH SPILLWAY o O N 60 1 --, 20' SETBACK _VATED WOOD A/C TIO LOT 6 HOUSE NUMBER 600 PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) TO1=22422 IMP. AREA SF 0°56'17"W 70: 0'Q PLS itIVEWA) FROM ED Z OD Of 00 Q w � x N G] 1 M Of 3 0 N 0 O 0 r D 6.1 PROPERTY INFORMATION ZONING -RS-2 SETBACKS FRONT 20 FEET SIDE (N) 5 FEET SIDE (S) 20 FEET REAR DRAINAGE 20 FEET SYSTEM TYPE "C" G 3`E DRIVEWAY AND WALK TO BE "TURF BLOC" SEE CALCULATIONS [$I J PROPOSED E 15" CMP 4.99 R MAX MADTH 2OFT 0 3FT OF ASPHALT NOTES: IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY - 7,140 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 31.0% COMPACTED FILL OVER TOE OF FABRIC BURIED 8" DEEF 1. POSTS TO BE 1'x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 50LB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS, SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface grater from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties. Proper cross-section of the street gutter, curb and par"vay strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway clear love lot Corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpoint of swafes EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. - 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. JUL 1 1 20 I'! Vz awc� J WFS 03 NUQ QQwo QW GZ �z F WJ 90 `7 I - Z W UJI IL O LV o J LL LU :I) > U aW� Z:5 0 1- Z c!) wLu g m � N W W LOT 6 SITE AND DRAINAGE PLAN =NO. 19-0130 WA1NBY: NAD csy. DET NJUP: AS SHOWN C01 CASE'S' (Adjacent Property Not Owned By Devebpe0: When filling 04 feet 8 adlacent property draining to site the minimum smank from the property line shall be i foot and a ii—lefyerd drain eyetem shall be consWded with a minimum Swale Slope of 0.3% and one drainage inlet placed every 3rd lot rine unless approved utherwLse. Min. 10' private easement Silt Fence Pr)party Line for shallow swalesfpiped 8 yard drain system 1-fo !minimum off -Set 4 _ Fill 3., rL�. �`_.. • ___ 3, slope ______..- 5feetmin. FINISHED FLOOR ELEVATION 2.5 FEET + B.F.E. = MIN. FEE. ELEVATION 2.5 + 6.0 = 8.50 FT FEE. ATLANTIC BEACH SOURCE ZONING CODE DATUM NAVD 1988 PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET IMPERVIOUS CALCULATIONS DRIVEWAY TO I AND WALK = 320 SQ -FT FRONT PORCH = 16 SQ -FT BACK PATIO = 24 SO -FT HOUSE = 2,092 SQ -FT AC PAD = 2 X 16 = 32 SQ -FT PROPERTY = 5,100 SO -FT TOTAL IMPERVIOUS = 2,484 SQ -FT PERCENTAGE IMPERVIOUS = 48.7% WATERSHED CALC AREA TO RNV 2,600 SQ -FT DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS MAP SHOWING DRAINAGE PLAN OF: LOTS 1, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL ID NUMBER: 170921-0000 CROSS SECTION DETAIL "B" RETENTION AREA CROSS SECTION RESIDENTIAL SITE TO DRAIN TO WATER DUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. AREA CROSS SECTION 0 3 7 7 0 2 1 0 0 1 E G 5.0'—� SWALE AREA CROSS SECTION 5.0' 4.8• LIVE OAK 0 INCHES SHADE 0 INCHES BENCHMARK NON -SHADE 0 INCHES NW CORNER OF BEGONIA ST. AND 6TH ST SET N TOTAL 0 INCHES IN ASPHALT. ELEVATION 4.97 FEET NAVD 88. 20 40 —�1 Feet GENERAL NOTES 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED, 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED, 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988, LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 4:59:18 PM CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. RS -2 RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT. 20 FT. COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERS - LOT2 BLOCK 138 ATLANTIC BEA, 3 SEC. "H" o PB 18 PG 34 .. ORV 7557 PG 1578 DAGLEY JUNKYARD DAGLEY DONALD JAY 550 CAMELIA ST TIC BEACH. FL 32233 RETENTION AREA LOT 1 BLOCK 138 ATLANTIC BEACH SEC. "H" PB 18 PG 34 FINISH FLOOR ELEV. 8 5' NAVD 88 PR( TOTAL IMP. AREA 2242 SF > a a � J i - o U 1 o Q O O � N � � O N a O w W 3 N N V d W m O 00 � Z Z N FFE=6.65' 109 (5.0') 00 1 ® NO°56'17"W 50.0' ACTUAL ORIVFWAY Max '#01�IFI FDCE BEGONIA STREET (50'R/W) PAVED I POSTED HAROLD COFFIELD HAROLD COFFIELDRE 2743-1 ANNISTON RD HWCPERSONALRGMAD-.CDM JACKSONVILLE, FL 326,"1 1" /343-3052 IA C0A' �✓ % 5OF7 - ;off � � '�� •,_^A�. E Ate\\ „� .. 4.0' ELEVATIONS SHOWN HEREON (XX -XX') ARE ACTUAL FIELD ELEVATIONS ELEVATIONS xx.xx' AND [XX. XX'] ARE DESIGNED ELEVATIONS. SWALE AREA CROSS SECTION 5.0' 5.8 6.0' 5.5' z i/t J O O O 2 � a SPE �-tAg �«ORApIN6 z Trrsap�c• ror...cBAolxc e a^ BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-6852880 FAX (904)6852345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSULTRVG.COM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408H DATED 3-6-2013 BEARING DATUM BASED ON THE E'LY R/W LINE OF NECK RD BEING N06.27'W. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 Abbrevloti- Table 5.0" Description PC POINT OF CURVATURE 4.5' ELEVATIONS SHOWN HEREON (XX -XX') ARE ACTUAL FIELD ELEVATIONS ELEVATIONS xx.xx' AND [XX. XX'] ARE DESIGNED ELEVATIONS. SWALE AREA CROSS SECTION 5.0' 5.8 6.0' 5.5' z i/t J O O O 2 � a SPE �-tAg �«ORApIN6 z Trrsap�c• ror...cBAolxc e a^ BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-6852880 FAX (904)6852345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSULTRVG.COM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408H DATED 3-6-2013 BEARING DATUM BASED ON THE E'LY R/W LINE OF NECK RD BEING N06.27'W. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 Abbrevloti- Table Abbrev. Code Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY RDW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COVED COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE a CENTRAL ANGLE =Qar� v Hutch Toble CONCRETE STEPS COVERED CDVERED GRATE FP ChK a I HERESYCER77FYTO: HOLSTAR, LLC THAT THIS SURVEY MEETS THE STANDARDS OF BY THE FLORI F N4" OF AGRICULT O IC.j�S�J 472.027 FLORID FLORIDA ADMI R I ECODE DARYL S. BANKS CERTIFICATE #6063 DATE AUGUST5,2018 SCALE 1 INCH = 30 FEET JOB NO 17105 No 6063 STATE OF THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS 77MESTAMPED ON BORDER. CASE'B' (Adlaoent Property Not Owned By Developer). When filling 0-4 feet & adlanxr0 property draining to site the minimum setback from the pr be 1 foot and a-fielyard drain system shall be constructed with a minimum Swale I. we drelnage inlet placed every 3rd lot line unless approved atherwiae. Min. 10' private easement Sift Fence Property for shallow svralesfpipeo 8 yard Grain system 1 -foot minor _._..�: __'-- -. Slope -"- --- _ I 5 fit ntin. FINISHED FLOOR ELEVATION 2.5 FEET + B.F.E. = MIN. FFE. ELEVATION 2.5 + 6.0 = 8.50 FT FFE. ATLANTIC BEACH SOURCE ZONING CODE DATUM NAVD 1988 PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK = 320 SO -FT FRONT PORCH = 16 SQ -FT BACK PATIO - 24 SO -FT HOUSE = 2,092 SO -FT AC PAD = 2 X16 - 32 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,484 SQ -FT PERCENTAGE IMPERVIOUS = 48.75A WATERSHED CALC AREA TO R/W 2.600 SO -FT DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS LIVE OAK 0 INCHES BENCHMARK SHADE 0 INCHES NON -SHADE 0 INCHES �IN CORNER of ASPHALT. EL TOTAL 0 INCHES 0 20 40 Feet GENERAL NOTES ST 5.5' 5.5' L NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON, 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN SURVEY, 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HERE01 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDER`. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 5:00:18 PM MAP SHOWING DRAINAGE PLAN OF: nneanan LOT 2 , BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT .3% and THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL ID NUMBER: 170921-0000 CROSS SECTION DETAIL "B" RETENTION AREA CROSS SECTION 5.0' 4.5' 5.0 4.8' ST SET NAIL THIS CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. RS -2 RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT. 20 FT. COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT. RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SW ALE SEE FDEP PERMIT FILE NO.� 0 3 7 7 0 2 1 0 0 1 E G 7 J F Q J 0 a O a LOT 3 O o BLOCK 138 N ATLANTIC BEACH SEC. "H" PB 18 PG 34 LJ IN IN3 W 0 Do 0 � O z N i ORV 7557PG 1578 DAGLEY JUNKYARD DAGLEY DONALD JAY 550 CAMELIA ST ATLANTIC BEACH, FL 32233-2520 Sl'00'59"E 50.0' ACTUA S' B RETENTION AREA b a n -- rn rn rl t'3 I llE 100' PE I LOT 2 BLOCK 138 ATLANTIC BEACH SEC. "H" PB 18 PG 34 W O FINISH FLOOR N M V 7 t NAVD 88 PI- TOTAL AREA 2242 SFA/C 0.0' PE U PE q'0 I 110 w 20,0 • I w H O Q � J a � CD 00 0 0 QN O LOT i BLOCK 138 o ATLANTIC BEACH a !'� SEC- "H" 0 N PB 18 PG 34 o ° oo ;n m z 0 I HAROLD COFFIELD HAROLD COFFIELDRE 2743-1 ANNISTON RD HWCPERSONALEGMAIL.COM JACKSONVILLE, FL 32246 1 ' I ' I I 904-343-3052 2 '* 10, 40 7 - IN NO"56'17"W 50.0' ACTUAL -' I>1 DRIVEWAY MAX IWDI 20-61 0 lFT DRIVEWAY IAA: m0M EDGE OF ASPHALT FPq PC 6.0' 4.0' I 124.0' 14.0' 0 (6.0') POC BEGONIA STREET ORV (50' R/W) (4.5') PAVED I POSTED w H O Q � J a � CD 00 0 0 QN O LOT i BLOCK 138 o ATLANTIC BEACH a !'� SEC- "H" 0 N PB 18 PG 34 o ° oo ;n m z 0 I HAROLD COFFIELD HAROLD COFFIELDRE 2743-1 ANNISTON RD HWCPERSONALEGMAIL.COM JACKSONVILLE, FL 32246 1 ' I ' I I 904-343-3052 2 '* 10, 40 7 - IN 5.0' 4.5' 5.0' 4.8' / 5.5' ITYoEE'A" tA$ GRACING m eE'11'UdTdRM odsroraeh cn arm r• ....,.,aa..,e �• TYPE' LOT�GRAONNG BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-685-2800 FAX (904)-685-2345 A GEOSPATIAL COMPANY RANKSANDRANKSCONSOLTINGCOM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408H DATED 3-6-2013 BEARING DATUM BASED ON THE E -LY R/W ONE OF NECK RD BEING N06"27 -W. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP I HEREBY CERTIFY TO. HOLSTAR, LLC THAT THIS SURVEY MEETS THE BY THE FLORIDA BOARD O OF AGRICULTURE AND CI 472.027 FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE Abbreviation Table Ahbrev, Code Description PC DID z 0 o 4.0' I 124.0' 14.0' 0 (6.0') POC (5.5') ORV a (4.5') z � = BK 0 a PG 5.0' 4.5' 5.0' 4.8' / 5.5' ITYoEE'A" tA$ GRACING m eE'11'UdTdRM odsroraeh cn arm r• ....,.,aa..,e �• TYPE' LOT�GRAONNG BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-685-2800 FAX (904)-685-2345 A GEOSPATIAL COMPANY RANKSANDRANKSCONSOLTINGCOM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408H DATED 3-6-2013 BEARING DATUM BASED ON THE E -LY R/W ONE OF NECK RD BEING N06"27 -W. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP I HEREBY CERTIFY TO. HOLSTAR, LLC THAT THIS SURVEY MEETS THE BY THE FLORIDA BOARD O OF AGRICULTURE AND CI 472.027 FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE Abbreviation Table Ahbrev, Code Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT DN CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW I RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER JCENTRAL NTS NOT TO SCALE L ANGLE 1111 T*111 A411 IET MV FLORIDA REGISTER f U IE'YO S DARYL S. BANKS CERTIFICATE #6063 DATE AUGUSTS2016 SCALE 11NCH=30FEET JOB NO 17105 SECTION IE THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. CASE'8' (Adja rn Property Not Owned By Developer): When filling 0, feel 6 ed a Xmt property draining to .0. the minimum setback Torn the pmpeny line. shall be 1 mot and a swaletyard drain system shall be wnstruaea with a minimum wale slope of 0.3% and one drainage inlet placed every Old lot One unless approved otherwise. Min. 10' privets, easement sift Fence �'Property Line for shallow swales/pps/pipetl 8 , yard drain system I,��� 1 foot minimum off -set 4, FII v..7 I vZi 5 feel min. FINISHED FLOOR ELEVATION 2.5 FEET + B.F.E. = MIN. FEE. ELEVATION 2.5 + 6.0 = 8.50 FT FEE. ATLANTIC BEACH SOURCE ZONING CODE DATUM NAVD 1988 PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK = 320 SQ -FT FRONT PORCH = 16 SQ -FT BACK PATIO = 24 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 2 X 16 = 32 SO -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,484 SQ -FT PERCENTAGE IMPERVIOUS = 48.7% WATERSHED CALC AREA TO RNV 2,600 SQ -FT DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS LIVE OAK 0 INCHES SHADE CINCHES NON -SHADE 0 INCHES TOTAL 0 INCHES 0 20 40 Feet GENERAL NOTES 5.5' 5.0 4.5' MAP SHOWING DRAINAGE PLAN OF: LOT 3 , BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL ID NUMBER: 170921-0000 CROSS SECTION DETAIL "B" RETENTION AREA CROSS SECTION CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT. 20 FT. COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT. LOT 4 BLOCK138 ATLANTIC BEACH SEC. "H" PB 18 PG 34 ORV 7557 PG 1578 RESIDENTIAL SITE TO DAGLEY JUNKYARD DRAIN TO WATER DAGLEY DONALD JAY QUALITY RETENTION 550 CAMELIA ST SWALSEE FDEP ATLANTIC BEACH, FL 32233-2520 PERMITE. FILE N0, R/W 0377021001 EG x RIGHT OF WAY o a IA 51'00'59"E 50.0' ACTUA S' 7-1 PGPAGE B RETENTION AREA POB loo' LOT 4 BLOCK138 ATLANTIC BEACH SEC. "H" PB 18 PG 34 CORNER OF BEGONIA IST. AND 6TH ST SET ,SPHALT. ELEVATION x.97 FEET NAVD 88. 1, NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5, VERTICAL DATUM BASED ON THE N.A. V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARDES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED, 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 5:01:57 PM r H ¢ w , J 10 a O D O cv � O i w CH a r 00 F 0000 00 of z TI 0 5.0 Descrlptlor 0) d PT POINT OF TANGENCY 4.8' 01 CORNER OF BEGONIA IST. AND 6TH ST SET ,SPHALT. ELEVATION x.97 FEET NAVD 88. 1, NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5, VERTICAL DATUM BASED ON THE N.A. V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARDES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED, 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 5:01:57 PM r H ¢ w , J 10 a O D O cv � O i w CH a r 00 F 0000 00 of z TI 0 5.0' Descrlptlor 0) d PT POINT OF TANGENCY O] 01 ORV (4.5') R/W . x RIGHT OF WAY o a I PGPAGE 1o.p' TIE POB loo' COV'D COVERED STRUCTURE LOT 3 APPROXIMATE BLDG BUILDING BLOCK 138 1 R RADIUS ATLANTIC BEACH SECTION ELECTRICTRANSFORMER SEC. "H" AIR CDNDITI NER ffSEC CHORD LENGTH PB 18 PG 34 ARC LENGTH OVERHEAD ELECTRIC o PDINT OF TANGENCY FINISH FLODO�NELEV. PLAT BOOK IP IRON PIPE 8NAVD SECONDS A/C AIR CONDITIONER 8T= NOT TD SCALE A CENTRAL ANGLE _� _ sMV vATER Ra IMP. IMF Hutch Tuble CONCRETE STEPS SL 2242 COVERED COVERED GRATE loo IDp TIE11.0tD IF Tar CPDF GRT GRATE TRAFM SIG CTI RIM ETI'R 00 NO'56'17"W 50.0' ACTUAL DRIVEWAY MAXWIDTH 2111 0 Sri DRIVEWAY MA: FROM EDGE OF ASPHALT FR01 �gvs BEGONIA STREET (50' R/W) PAVED I POSTED r w H LOT 2 a ¢ BLOCK 138 aa4TLANTIC BEACH SEC. "H" o O PB 18 PG 34 K N w O � w o N w co a oDo Do Z 0 I HAROLD C13FFIELD HAROLD COFFIELDRE 2743-1 ANNISTON RD HWCPERSONALIRGMAIL.COM JACKSONVILLE, FL 32246 , I' F I ?04-343-3052 Aft 'CJS io !!eomo!;: r7 5.0' 4.8' uryi oEawc[�.OgT�GRADING GiiiiiiiiMlux-= 1YPEw�uC" tA1�GRADNNG c Abbreviotlon Table 5.0' Descrlptlor GOr((3 22.0' 4.0' 14.0' 4.0'(6.0') PT POINT OF TANGENCY (5.5') POINT ON CURVE ORV (4.5') R/W . x RIGHT OF WAY o a BOOK 5.0' 4.8' uryi oEawc[�.OgT�GRADING GiiiiiiiiMlux-= 1YPEw�uC" tA1�GRADNNG c Abbreviotlon Table 5.0' Descrlptlor PC POINT OF CURVATURE PT POINT OF TANGENCY 4.5' POINT ON CURVE 5.0' 4.8' uryi oEawc[�.OgT�GRADING GiiiiiiiiMlux-= 1YPEw�uC" tA1�GRADNNG c Abbreviotlon Table AbbrevCode Descrlptlor PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PGPAGE DARYL S. BANKS CERTIFICATE #6063 No 6063 POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS 77MESTAMPED ON BORDER. SECTION ELECTRICTRANSFORMER AIR CDNDITI NER ffSEC CHORD LENGTH ARC LENGTH OVERHEAD ELECTRIC TRACT PDINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TD SCALE A CENTRAL ANGLE _� _ sMV vATER Ra Hutch Tuble CONCRETE STEPS COVERED COVERED GRATE cos. Tar CPDF GRT GRATE TRAFM SIG CTI RIM ETI'R BANKS & BANKS I HEREBY CERTIFY TO: CONSULTING, INC. HOLSTAR,LLC 83 WEBT 97H STREET ATLANTIC BEACH, FL THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH (904)685-2800 FAX (904)-685-2345 BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS U OF AGRICULTURE AND CONSUMER $$$FFF��flVI��{{ry N A GEOSPATIAL COMPANY 472.027 FLORIDA STATUTES A(4'A��-'I�I`7 BANKSANDBANKSCONSULTING.COM FLORIDA ADMINISTRATIVE CO V V S. NOTES THIS IS A BOUNDARY SURVEY. FLORIDA REGISTER U YORS TF. 1P FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO DARYL S. BANKS CERTIFICATE #6063 No 6063 12031CO408H DATED 3-6-2013 STATE OF BEARING DATUM BASED ON THE E'LY R/W UNE OF NECK RD BEING N06.27'W. DATE AUGUSTS, 2018�I.`k�r'�j, 0111 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS SCALE 11NCH=3OFEET �sIO STAN=•_ COUNTY. JOB NO 17105 THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS 77MESTAMPED ON BORDER. CASE -EL (Adjacent Property Not Owned By Developer): When filling od feet 8 adjacent property droning to see theminimum setback from';he property line shall be 1 foot and a Swale/yard than system shall be constructed with a minimum ..a le slope of 0.3% and one drainage Inlet placed every SO lot line unless approved otherwise. Mia 10' private easement Silt Fends\ /Property Line for shallow swaleslpiped 8 yard drain system •ie�� Fill 3:1 Slope 5 feet min. i FINISHED FLOOR ELEVATION 5.0' 2.5 FEET + B.F.E. = MIN. FEE. w ELEVATION 2.5 + 6.0 = 8.50 FT FEE. 5.� ATLANTIC BEACH w SOURCE ZONING CODE 4.5' I lsea z o DATUM a PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK = 320 SQ -FT FRONT PORCH = 16 SQ -FT BACK PATIO = 24 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 2 X 16 = 32 SQ -FT PROPERTY = 5,100 SO -FT TOTAL IMPERVIOUS = 2,484 SQ -FT 5.0' PERCENTAGE IMPERVIOUS = 48.7% WATERSHED CALC AREA TO R/W a.e' 2.600 SO -FT DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS LIVE OAK 0 INCHES BENCHMARK SHADE 0 INCHES NW CORNER OF BEGONIA ST. fND 6TH ST SET NON -SHADE 0 INCHES IN ASPHALT. ELEVATION 4.97 !"EET NAVD 88. TOTAL 0 INCHES GENERAL NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3, NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A. V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS I IRITTEN ON THIS SURVEY. I. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST CR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 5:02:40 PM MAP SHOWING DRAINAGE PLAN OF: LOT 4 , BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL ID NUMBER: 170921-0000 CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. RS -2 RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT. 20 FT. COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT. ORV 7557 PG 1578 RESIDENTIAL SITE TO DAGLEY JUNKYARD DRAIN TO WATER DAGLEY DONALD JAY QUALITY RETENTION 550 CAMELIA ST SWALE. SEE FDEP ATLANTIC BEACH, FL 32233-2520 PERMIT FILENO, 0377021001 EG IA S1.00'59"E 50.0' ACTUA S" I I s I I RETENTION AREA s. D' EDd n Descrlptlan w J O1 Q w On J a O z o O a ITE O I N N O LOT 5 Ib a BLOCK 138 BLDG W ATLANTIC BEACH w R SEC. "H" SEC ATLANTIC BEACH PB 18 PG 34 ELECTRIC TRANSFORMER 3: SEG "H" tb CHORD LENGTH L GO GO a o OVERHEAD ELECTRIC z 0 I EDd n Descrlptlan Go z 0 0 ti 22.0'- 4.0' 1 14.0' 14.0' O1 O1 -Co C) On ri to z o 35.0 "H" ITE �I I N 10.0' I POB 10 Ib a o LOT 4 BLDG W 0 H BLOCK 138 R RADIUS SEC ATLANTIC BEACH ET ELECTRIC TRANSFORMER AC SEG "H" CH CHORD LENGTH L PB 18 PG 34 OH OVERHEAD ELECTRIC TR TRACT rn O POINT OF TANGENCY PB FINISH FLOOR N to M M N ELEV. 8.5' A/C d: d: NAVD 88 PROPOSE o CENTRAL ANGLE A/C TOTAL IMP. AREA = 2242 SF I loo' 10.0' TE 4.0 Ili 11.0 20.0 N 00 < I -8 HUT �.. n W CROSS SECTION DETAIL "B" RETENTION AREA CROSS SECTION NO'56'17"W 50.0' ACTUAL DRIVEWAY MAX 'MOTH 207 0 3FT DRIVEWAY MA: FROM EDGE OF ASPHALT FRP ISM i BEGONIA STREET (50' R/W) PAVED I POSTED a n Descrlptlan Go z 0 0 ti 22.0'- 4.0' 1 14.0' 14.0' (6.0') POINT OF TANGENCY (5.5') F o s G, z o RIGHT OF WAY NO'56'17"W 50.0' ACTUAL DRIVEWAY MAX 'MOTH 207 0 3FT DRIVEWAY MA: FROM EDGE OF ASPHALT FRP ISM i BEGONIA STREET (50' R/W) PAVED I POSTED a n Descrlptlan PC o O POINT OF TANGENCY c� LOT 3 TYPE e"LOTGRADI o,Gvwa ror,wr. 0 BLOCK 138 G, ATLANTIC BEACH RIGHT OF WAY "H" RIGHT OF WAY WSEC. PB 18 PG 34 � N PAGE POB w Ib a o GO BLDG W 0 H Z HAROLD COFFIELD HAROLD COFFIELDYE 2743-1 ANNIST13N RD HWCPERSONALEGMAIL.COM JACKSONVILLE, FL 32246 904-343-3052 N °0407:' OF tL ,17j AL `1 5.0' 4.8' 5. 11PEoErEA' IATsGRADING Abbrev, Code Descrlptlan PC POINT OF CURVATURE PT POINT OF TANGENCY POC TYPE e"LOTGRADI o,Gvwa ror,wr. ORV OFFICIAL RECORDS V GLUM R/W RIGHT OF WAY ROW RIGHT OF WAY BK Trns c LOT�GxAo�xG �7/1 �/} BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-685-2800 FAX (904)-685-2345 A GEOSPATLIL COMPANY BANKSANDBANKSCONSULTING.COM NOTES THIS IS A BOUNDARY SURVEY. FLOOD .ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO405H DATED 3-6-2013 BEARING DATUM BASED ON THE E'LY R/W UNE OF NECK RD BEING N06'27'W. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 Abbreviation Table Abbrev, Code Descrlptlan PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS V GLUM R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONIC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE o CENTRAL ANGLE tlwd MV I HEREBYCER TIFY TO: I HOLSTAR,LLC THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH r No 6063 BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT COVEREDGRATE�� 47 AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER SJ -17.050 /� FLORIDA ADMINISTRATIVE CODE D ������ ����^'A'(= 'lZ[l'll-,]•III, LLVl7/q % O SCALE 1 INCH = 30 FEET �I!tom �IiilYiS7llillilii�f3� JOB NO 17105 I HEREBYCER TIFY TO: I HOLSTAR,LLC THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH r No 6063 BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT 47 AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER SJ -17.050 /� FLORIDA ADMINISTRATIVE CODE D ������ ����^'A'(= 'lZ[l'll-,]•III, LLVl7/q % !- DARYL S. BANKS CERTIFICATE #6063 r No 6063 v (�I►' STLRF DATE AUGUST 5, 2018 QY O SCALE 1 INCH = 30 FEET /'p�, 0 440-P JOB NO 17105 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. CASE "8- (Adjacent Property Not Owned By Developer): When 'filling 04 feet 8 adjacerd property draining to site the minimum setback from 1111, enyline sball be 1 foot and a aware/yard drain system shall be constructed will a minimum swale sop. or 0.3% and one drainage inlet placed every 3rd IM line unless approved armelwise. Mia 10' Silt t Fen pnvale e \ /Progen y Line for shallow swaies/pilxs/pipent tl & yard drein system ..�-�-.I j 1 -foot min mum off -set Fill 3.7 rel f 31 Slope _ --- -------- Sleet min. .1 MAP SHOWING DRAINAGE PLAN OF: LOT 5 , BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA PARCEL ID NUMBER: 170921-0000 CROSS SECTION DETAIL "B" RETENTION AREA CROSS SECTION FINISHED FLOOR ELEVATION 5 C' 2.5 FEET + B.F.E. = MIN. FEE. ELEVATION 2.5 + 6.0 = 8.50 FT FEE. 5.5' 6.0' ATLANTIC BEACH SOURCE ZONING CODE 4.5' DATUM NAVD 1988 PROPERTY INFORMATION ZONING RS -2 SETBACKS CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. FRONT 20 FEET RS -2 SIDES 5 FEET RESIDENTIAL (SINGLE-FAMILY) 7,500 SO. FT. 75 FT. 20 FT. 20 FT. REAR 20 FEET COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT. IMPERVIOUS CALCULATIONS ORV 7557PG 1578 RESIDENTIAL SITE TO DAGLEY JUNKYARD - DRAIN TO WATER DAGLEY DONALD JAY QUALITY RETENTION 550 CAMELIA ST SWALE. SEE FDEP PERMIT FILE NO. ATLANTIC BEACH, FL 32233-2520 0377021001 EG FINISHED FLOOR ELEVATION 5 C' 2.5 FEET + B.F.E. = MIN. FEE. ELEVATION 2.5 + 6.0 = 8.50 FT FEE. 5.5' 6.0' ATLANTIC BEACH SOURCE ZONING CODE 4.5' DATUM NAVD 1988 PROPERTY INFORMATION ZONING RS -2 SETBACKS DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS LIVE OAK 0 INCHES �BE_NCHMARKI_ SHADE 0 INCHES NON --SHADE 0 INCHES WCORNEROF BEGONA STAND 6TH ST SET ASPHALT. ELEVATION 4.97 FEET NAVD 88. TOTAL 0 INCHES 0 20 40 Feet GENERAL NOTES: 1, NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED, 2. NO UTILMES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED, 5. VERTICAL DATUM BASED ON THE N.A. V OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEPI ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREN. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED, 7/30/2019 5:03:37 PM IAS S1'00'59"E 50.0' ACTUAL=, S" Y I RETENTION AREA Y LOT 6 FRONT 20 FEET BLOCK 138 ATLANTIC BEACH SIDES 5 FEET SEC. "H" REAR 20 FEET PB 18 PG 34 IMPERVIOUS CALCULATIONS 10.0' DRIVEWAY TO R/W AND WALK = 320 SQ -FT OO_ FRONT PORCH = 16 SQ -FT BACK PATIO - 24 SQ -FT h�➢EI' LOT 5 HOUSE = 2,092 SQ -FT AC PAD = 2 X 16 = 32 SQ -FT PROPERTY = 5,100 SQ -FT N TOTAL IMPERVIOUS = 2,484 SQ -FT 5.0' PERCENTAGE IMPERVIOUS = 48.7% 5.5' 6.0' WATERSHED CALC AREA TO RAN 4.8' 2,600 SQ -FT DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS LIVE OAK 0 INCHES �BE_NCHMARKI_ SHADE 0 INCHES NON --SHADE 0 INCHES WCORNEROF BEGONA STAND 6TH ST SET ASPHALT. ELEVATION 4.97 FEET NAVD 88. TOTAL 0 INCHES 0 20 40 Feet GENERAL NOTES: 1, NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED, 2. NO UTILMES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED, 5. VERTICAL DATUM BASED ON THE N.A. V OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEPI ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREN. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED, 7/30/2019 5:03:37 PM IAS S1'00'59"E 50.0' ACTUAL=, S" Y I RETENTION AREA Y ° I ro a r a - to Lo NO'56'17"W 50.0' ACTUAL DRIVEWAY MAk W1o1H 2OFI 0 7FT a DRIVEWAY MA: FROM EDGE OF ASPHALT MCI OPC BEGONIA STREET (50' R/W) PAVED I POSTED W H a Q o J a d 0 o p LOT 4 w BLOCK 138 ATLANTIC BEACH EL SEC. "H" N PB 18 PG 34 o w co a o CC o CCz z 0 HAROLDCOFFIELDHW PERSONAL2GMAIL.CDM HAROLD COFFIELDRE 2743-I ANNISTON RD NNIST JACKSONVILLE, FL 32246 904-343-3052 A., Irv, f r rc 5.0' - o ti 3 o 4.0' �4.0' 14.0' 35U - Q W a0 � o 10.0' PE OO_ a h�➢EI' LOT 5 O BLOCK 138 N o ATLANTICBEACH SEC. "H" a 1 PB 18 PG 34 W FINISH FLOOR ELEV. 8.5' _} d: NAVD 88 PROPOSED- _ Or,d A/C 00 0 TOTAL IMP. AREA z = 2242 SF I ° I ro a r a - to Lo NO'56'17"W 50.0' ACTUAL DRIVEWAY MAk W1o1H 2OFI 0 7FT a DRIVEWAY MA: FROM EDGE OF ASPHALT MCI OPC BEGONIA STREET (50' R/W) PAVED I POSTED W H a Q o J a d 0 o p LOT 4 w BLOCK 138 ATLANTIC BEACH EL SEC. "H" N PB 18 PG 34 o w co a o CC o CCz z 0 HAROLDCOFFIELDHW PERSONAL2GMAIL.CDM HAROLD COFFIELDRE 2743-I ANNISTON RD NNIST JACKSONVILLE, FL 32246 904-343-3052 A., Irv, f r rc 5.0' 4.8' TYPE wcv LO$ GRADING 5.0' - o ti 3 o 4.0' �4.0' 14.0' (6.0') (5.5') w � o o0 (4.5') a 0 TYPE "C" LOTGRAOING 5.0' 4.8' TYPE wcv LO$ GRADING 5.0' - 4.5' NE "Bo" MO gGRAONG 5.0' 4.8' TYPE wcv LO$ GRADING - NE "Bo" MO gGRAONG TYPE "C" LOTGRAOING Nam_®_ BANKS & B[`1LYKS I HEREBYCER77FYTO: CONSULTING, INC. HOLSTAR, LLC 83 WEST 9TH STREET ATLANTIC BEACH, EL THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH (904)-685-2800AGE FAX (PANY 5-2345 BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS ROME NT A GEOSPATIAL COMPANY OF AGRICULTURE AND CONSUMER RVI �S� /FU11 5#rU}rLy ME NT FLORIDA STATUTES AND CHA{SQ �' FLORIDA ADMINISTRATIVE CODE 1L�/ BANKSANOBANKSCONSULTDVG.COM OJEft NOTESTHIS IS A BOUNDARY SURVEY. FLORIDA REGISTER U ORO FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO DARYL S. BANKS CERTIFICATE #606312031CO408H DATED 3-6-2013 BEARING DAVM BASED ON THE E'LY R/W LINE OF NECK RD BEING NO6'27'W. DATE AUGUST5,20}8 040 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THISSURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS SCALE 1 /NCH=30 FEET COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP JOBNO 17105 LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. CASE -B" (Adjacer0 Property Not Owned By Developer). When filling 04 feet a adjacent property, draining to age the minimum setback from the pr be 1 foot and a swslefyerd lain system shall be constructed with a minimum Swale slo one drainage Inlet placed every 3rd lot line unless approved otherwise. Min. 10' private easement Silt Fence Property for shallow swales/piped 8 yard drain system 1 -foot mmin 4 Fill 3.7 t rL� .. R- ' _ -___ f.___._-....- - 3.1 Slope 5feet min. j FINISHED FLOOR ELEVATION 2.5 FEET + B.F.E. = MIN. FRE. ELEVATION 2.5 + 6.0 = 8.50 FT FEE. ATLANTIC BEACH SOURCE ZONING CODE DATUM NAVD 1988 PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK = 320 SQ -FT FRONT PORCH = 16 SO -FT BACK PATIO = 24 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 2 X 16 = 32 SQ -FT PROPERTY = 5,100 SO -FT TOTAL IMPERVIOUS = 2,484 SQ -FT PERCENTAGE IMPERVIOUS = 48.7% WATERSHED CALC AREA TO RNV 2,600 SQ -FT DRAINAGE SYSTEM TYPE "C" TREE CALCULATIONS LIVE OAK 0 INCHES SHADE CINCHES NON -SHADE 0 INCHES TOTAL 0 INCHES 0 20 40 Feet GENERAL NOTES: MAP SHOWING DRAINAGE PLAN OF: CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. RS -2 line Mail LOT 6 BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT RESIDENTIAL (SINGLE-FAMILY) 7,500 SO. FT. 75 FT. 20 FT. 20 FT. 1.3% and THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT. FLORIDA. PARCEL ID NUMBER: 170921-0000 CROSS SECTION DETAIL "B -B" RETENTION AREA CROSS SECTION off -set RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION ORV 7557 PG 1578 SW ALE. SEE FDEPDAGLEY JUNKYARD PERMIT FILE NO. DAGLEY DONALD JAY 0 3 7 7 0 2 1 0 0 1 E G 550 CAMELIA ST 5.0' ATLANTIC BEACH, FL 32233-2520 (4.5') S1 '00'59"E 69.65' ACT 70.0 PLAT NW CORNER OF BEGONIA ST. AND 6TH ST SET NAIL IN ASPHALT. ELEVATION 4.97 FEET NAVD 88. 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN CN THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. Z NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 5:04:11 PM .0'- 5.0'- F m z o o 4.0' 1 14 0' 14.0' (6.0') ��` • I I I.JF/�AC ^�( (5.5') 5.0' 0 (4.5') z_ =Q / �• O'= --�, s RIGHT OF WAY o 55' 6.0 PG _. NOTES THIS IS A BOUNDARY SURVEY. •` ,u COV'D - i a`' •• �I7 {{ail • FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203IC04OBH DATED 3-6-2013 T\ \ BEARING DAVM BASED ON THE E'LY R/W UNE OF NECK RD BEING N06'27'W. •�O \�P•• `{.� ,�\ THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. c O THISNOTDETERMINE OWNERSHIP URVEY DOESESS SEC SECTION LICENSE NUMBER QATLANTIC ZSEC. AC bLUq O BEACH4.5 "HPB18 CH CHORD LENGTH L ARC LENGTH ON aMLOT TIFT� PG 34 PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE o CENTRAL ANGLE vn'fEs nE MV 6 0_ Q L-1 V.BLOCK 138adO o ATLANTIC BEACH ..H.. O � - UJ/SEC. o O PB18 PG 34v AL IMP. AREA ¢ N r = 2242 SF �, o in PROPOSE Q W 00 Z' I A/C FINISH FLOOR o ELEV. 8.5' T- o NAVD 88 o 4.D G o.0 T En " I20.0 � 11.0 z On IT WAY MA% WIDTH 2oFTFROM EDGEOF AS // NO'S6'17"W 69.65' ACT 70.0' PLAT DRIVEWAY Mme, Elm 5.5' 4.8' BEGONIA STREET (50' R/W) PAVED I POSTED NW CORNER OF BEGONIA ST. AND 6TH ST SET NAIL IN ASPHALT. ELEVATION 4.97 FEET NAVD 88. 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN CN THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. Z NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 7/30/2019 5:04:11 PM LOT 5 BLOCK 138 ATLANTIC BEACH SEC. "H" PB 18 PG 34 5.0' 4.8' 5.0' .0'- 5.0'- JACKSONVILLE, FL 32246 \ It >, V I 4t3f) 305 m z o o 4.0' 1 14 0' 14.0' (6.0') ��` • I I I.JF/�AC ^�( (5.5') � 0 (4.5') z_ =Q / �• O'= --�, s RIGHT OF WAY o BOOK LOT 5 BLOCK 138 ATLANTIC BEACH SEC. "H" PB 18 PG 34 5.0' 4.8' 5.0' .0'- 5.0'- JACKSONVILLE, FL 32246 \ It >, V I 4t3f) 305 CONSULTING, INC. A r , PT ��` • I I I.JF/�AC ^�( 83 WEST TTM STREET ATLANTIC BEACH, FL 0.�WLIA ll�CO 5. nTMiov.«o-oc"�os,ffeRApWU onuPa -uo o I o. 1 �•"C�LOp�GRAOWG HAROLD COFFIELD HAROLD COFFIELDYE 2743-1 ANNISTON RD CPERSONAL2GMAIL.COM I BANKS &BANKS JACKSONVILLE, FL 32246 \ It >, V I 4t3f) 305 CONSULTING, INC. A r , PT ��` • I I I.JF/�AC ^�( 83 WEST TTM STREET ATLANTIC BEACH, FL 0.�WLIA ll�CO (904)-685-2800 FAX (904)-685-2345 \ ` -W • • •�•(.� A GEOSPATIAL COMPANY =Q / �• O'= --�, BANKSANDBANKSCONSIILTDVG.COM RIGHT OF WAY NO BOOK PG _. NOTES THIS IS A BOUNDARY SURVEY. •` ,u COV'D - i a`' •• �I7 {{ail • FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203IC04OBH DATED 3-6-2013 T\ \ BEARING DAVM BASED ON THE E'LY R/W UNE OF NECK RD BEING N06'27'W. •�O \�P•• `{.� ,�\ THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. CONCRETE '1�!� `` ,_' NP1\_ THISNOTDETERMINE OWNERSHIP URVEY DOESESS SEC SECTION LICENSE NUMBER Abbrevio tion Table Abbrev. Code I Descrlptlon PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFDRMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH ON OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE o CENTRAL ANGLE vn'fEs nE MV I HEREBY CERTIFY TO: HOLSTAR, LLC THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE�PPJJ�� OF AGRICULTURE AND CONSUMER SERVICES, PU�$UA T U(E1ET,ry/t�Jl 472.027 FLORIDA STATUTES AND CtUIL FLORIDA ADMINISTRATIVE CODE FLORIDA REGISTER U YO S lF, S DARYL S. BANKS CERTIFICATE # 6063 No 6063 DATE AUGUST 5, 2018 SCALE 1INCH =30 FEET JOB NO 17105 77-fIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER, LOT 1, BLOCK 138, SECTION "H" ATLANTI(; BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS — 650 BEGONIA STREET PARCEL ID NUMBER: 1,70921-0000 0 10 20 40 SCALE I"= 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP PERMIT FILE NO. 0377021001EG S1 `00'59"E 50.0' PLAT 2 z 00 O 00 rnvrvxu 10' ELEVATED WOOD A/C PATIO LOT 1 HOUSE NUMBER 650 PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) Hyl E L IMP. AREA 2242 SF CD 6.0 ii v N E S 1 � b i y' r3 TYPICAL 2' FLARE 5.77 3 v 3 GARAGE GRADE BACK TO EXISTING 79 PROVIDE SWALE TO CONVEY SIDEYARD DRAINAGE 6.0 1 z m co 00 _P N M PROPERTY INFORMATION ZONING -RS-2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET _�Z BANKS & BANKS CONSULTING, INC. tl3 WLTF¢HSTRfiET ATLh\TM, tl¢ACH, FL P,,.- v Y]v' I, - . IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS - 44.0% 8' r(MAXJ EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ORAS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES - DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. - 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL iI TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL fff 4.5 0 UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE COMPACTED FILL OVER TOE I' - I _ OF FABRIC BURIED 8' DEEP 11- 5 r 0 SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. NOTES: 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 1. POSTS IN S WITH MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SBE 1' 2^ PINEIDE OF FILTER TER FABRIC. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS 0 AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE m TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. .0 _ SO. FABRICSHOULDUCtNITAIN ULTRAVIOLET RAY AY HIB17WS AND STABILIZECAL/ . 2 z 00 O 00 rnvrvxu 10' ELEVATED WOOD A/C PATIO LOT 1 HOUSE NUMBER 650 PROPOSED ONE STORY RESIDENCE FF = 8.50' (NAVD '88) Hyl E L IMP. AREA 2242 SF CD 6.0 ii v N E S 1 � b i y' r3 TYPICAL 2' FLARE 5.77 3 v 3 GARAGE GRADE BACK TO EXISTING 79 PROVIDE SWALE TO CONVEY SIDEYARD DRAINAGE 6.0 1 z m co 00 _P N M PROPERTY INFORMATION ZONING -RS-2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET _�Z BANKS & BANKS CONSULTING, INC. tl3 WLTF¢HSTRfiET ATLh\TM, tl¢ACH, FL P,,.- v Y]v' I, - . IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS - 44.0% 8' r(MAXJ EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ORAS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES - DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. - 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. DRIVEWAY AND TYPE "C" LOT GRADING (WALK TO BE TURF BLOC" ALL DRAINAGE TO PEAR LOvT LINE j SEE 13ALCULATioNS Front swales are essential to carry surface water from the front yard to side -yard sviaies which carry it to the rear for disposal in easements or across other C9° 6.0 properties. Proper cross-section of the street gutter, curb and par"vay strip are essential to stop street Fater from flowing onto the lot. "'-115' CMP 5.09 MYEWAY MAX WIDTH ;TT 0 3Fr FROM EDGE OF ASPHALT A Curb -top at high side of driveway near low lot coater A -B Parkway slope B Driveway grade change from upgrade drive in street to dvwngrade drive on lot C -D Dflveway downgrade point out from front of building D -E Front swath E -F Protective front slope from highpoint of swales .mow-'- f Ar A `\ k e Build City Of _ ww ZN FUa ao h QW v= tj cc �s az° H z W W a o LLJ O o LU LI: y W V Q C ug J Hn Z Q H, � z g LLJ W QFQ m � Q W it LOT 1 SITE AND RAINAGE PLAN ; ,PLAN ��. 190130 IUG ? 1 2019 NAD CBECKED BY; DET WALE: AS SHOWN 11J Departme tlantic R." -h ��G�E01 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL iI TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL fff BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND — -- UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE COMPACTED FILL OVER TOE I' - I _ OF FABRIC BURIED 8' DEEP 11- EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS X11.. - SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. NOTES: 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 1. POSTS IN S WITH MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SBE 1' 2^ PINEIDE OF FILTER TER FABRIC. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS 2. BURY TOE OF FENCE APPROXIMATELY 8' DEEP TO PREVENT UNDERCUTTING. AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTHFLOW E.IN. SO. FABRICSHOULDUCtNITAIN ULTRAVIOLET RAY AY HIB17WS AND STABILIZECAL/ . NOTES: SILT FENCE DETAIL 1, HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE, NTS 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. DRIVEWAY AND TYPE "C" LOT GRADING (WALK TO BE TURF BLOC" ALL DRAINAGE TO PEAR LOvT LINE j SEE 13ALCULATioNS Front swales are essential to carry surface water from the front yard to side -yard sviaies which carry it to the rear for disposal in easements or across other C9° 6.0 properties. Proper cross-section of the street gutter, curb and par"vay strip are essential to stop street Fater from flowing onto the lot. "'-115' CMP 5.09 MYEWAY MAX WIDTH ;TT 0 3Fr FROM EDGE OF ASPHALT A Curb -top at high side of driveway near low lot coater A -B Parkway slope B Driveway grade change from upgrade drive in street to dvwngrade drive on lot C -D Dflveway downgrade point out from front of building D -E Front swath E -F Protective front slope from highpoint of swales .mow-'- f Ar A `\ k e Build City Of _ ww ZN FUa ao h QW v= tj cc �s az° H z W W a o LLJ O o LU LI: y W V Q C ug J Hn Z Q H, � z g LLJ W QFQ m � Q W it LOT 1 SITE AND RAINAGE PLAN ; ,PLAN ��. 190130 IUG ? 1 2019 NAD CBECKED BY; DET WALE: AS SHOWN 11J Departme tlantic R." -h ��G�E01 LOT 2, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE= 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS – 640 BEGONIA STREET PARCEL ID NUMBER: 170921-0000 PROPERTY INFORMATION ZONING -RS -2 0 10 20 40 SETBACKS SCALE V'= 20' FRONT 20 FEET SIDES 5 FEET REAR 20 FEET RESIDENTIAL SITE TO DRAIN TO WATER DRAINAGE SYSTEM TYPE "C" QUALITY RETENTION SWALE. SEE f DEP PERMIT FILE NO. 0377021001 EG Sl °00'59"E 50.0' (PLAT BANKS A BANKS CONSULTING, INC. u x�srsrna MATiA, Wer.ACK Fl. _ ncm�senrw� cu�AH, DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SO -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPRp-vED FILTERING DEVICE. _ 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODLCALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED, 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS, 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE, 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST• F Z W 11j O 0 LULL ui LU Q M Z Q � O z 0 WLj C, g F- CO a N w x � LOT 2 SITE wD AND DRAINAGE PLAN i 4 +t +��• 19-0130 NAD auc 2 1 2019 **=BY,' DET SCAM: AS SHOWN Buifdl, g Dep,-jrtme C-01 1 Qf,A,Iantic Picz:3rh M sxffrxa B, stop (MAX.) 4 wa z H: SETBACK 0 5.0 0 o � s 111=1 I I� I I I I I� 11=1 I I 6. ii. n=III m a .0 5.0 ROPOSED- A/c PROPOSE ELEVATED WOOD IL_ Ni COMPACTED FILL OVER TOE___I"= III L' ­`—,l 111=11': �r =Tmil — `^ OF FABRIC i6 IPATI O BURIED 8" DEEP —III=III—III-1�1 10 =I I I=til=lil_ LOT 2 NOTES: HOUSE NUMBER Q w 640 CL 1. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS c ON DOWNSLOPE SIDE OF FILTER FABRIC. a PROPOSED ONE 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 0O g RESIDENORY CE 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST ! —WITH OVERLAP TO THE NEXT POST, I,1 FF = 8.50' !'` (NAVD '88) 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA v W STRENGTH — 50LB/UN, IN. (MINIMUM) — AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ -_ 0 I— N SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. 3 0 a – 0 U_ TOTAL IMP. AREA _j SILT FENCE DETAIL y g 00 b\ zci = 2242 SF NTS o I o 6.I GARAGE 3c'> m PROPOSE DRIVEWAY AND > :. jf �} 6. TYPE C LOT GRADING o WALK "TURF BL1 BLOC" '. p �'� ALL DRAINAGE TO REAR LCAT LINE SEE _ p . N 6.0 CALCULATIONSo . , Front s:wales are essential to carry surface water from -^^— the front yard to side -yard swales which carry it to the rear for disposal in easements or across other o N 0.56V 7"'W 50.0' LAT ®© properties Proper crass -section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot o b A Curb -top at high Side of driveway near low tot rner corner TYPICAL 2 FARE o A -B Parkway slope PROPOSED 5,69 B Driveway grade change from upgrade drive in I 15" CMP 5' % 7 Street to downgrade drive on lot DRIVEWAY MAX WIDTH 2OFT 0 3FT C -D Driveway downgrade point out from front of FROM EDGE OF ASPHALT building -- D -E Front Swale o J LL X-- E -F Protective front slope from highpoint.of swvales EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPRp-vED FILTERING DEVICE. _ 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODLCALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED, 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS, 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE, 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST• F Z W 11j O 0 LULL ui LU Q M Z Q � O z 0 WLj C, g F- CO a N w x � LOT 2 SITE wD AND DRAINAGE PLAN i 4 +t +��• 19-0130 NAD auc 2 1 2019 **=BY,' DET SCAM: AS SHOWN Buifdl, g Dep,-jrtme C-01 1 Qf,A,Iantic Picz:3rh M sxffrxa LOT 3, BLOCK 138, SECTION "H" ATLANTIIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE `4, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ADDRESS — 630 BEGDNIA STREET PARCEL ID NUMBER: '1 709 21-0000 l�(2 0 10 20 40 SCALE I"= 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDEP f PERMIT FILE NO. 0377021001EG S1 `00'59"E 50.0' PLAT SETBACK - m PROPOSED X5.51 15" CMP .0 15 O PROPOSE A/C PROPOSED FROM EDGE OF ASPHALT THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF - --- ELEVATED WOOD 0 J PATIO W 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE LOT 3 i FIRST STEP IN CLEARING. HOUSE NUMBER 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 630 O N ON THE SITE AT ALL TIMES. PROPOSED Q; J O 4. ON STORY 41 E h RESIDENCE CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 5 V1 FF = 8.50' a L � F (NAVD '88) a O I dN ; DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL RNAL o� O L, _ TOTAL IMP. AREA z N 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED 1:4LTERING _ = 2242 SF DEVICE.' 1 in ; I THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND - v b GARAGE AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP a TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE PROPOS IMMEDIATELY. o DRIVEWAY A 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND WALK TO PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL s "TURF BLO D O� TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL SE W O N BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND s CALCULATION I i 13 a� �,. UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE .' EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREASi SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. ® N 0"5 61' %"VV 50.0' PLAT TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. I l l l l l l o 0 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE n PROPOSED X5.51 15" CMP 3 DRIVEWAY MAX WIDTH 20FT 0 3FT oFF� g T FROM EDGE OF ASPHALT THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF - --- 0 0 J z W 2. W N d- 00 DO z TYPICAL 2' FLA12E Z4 BEGONIA STREET (50' R/W) 6.1 ; 0 PROPERTY INFORMATION ZONING -RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" ope COMPACTED FILL OVER OF FABRIC BURIED 8" NOTES: BANKS A BAN" CONSULTING, INC. w w x rre sraeer Arlanix eencu. n. A GFx6PAiL12. CUbIPA.YY IMPERVIOU; CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT POI,CH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% 8' M 1. POSTS TO BE 1"x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOVMSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4, FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH — 50LB/UN. IN. (MINIMUM) — AND WITH A FLOW RATE OF AT LEAST 0.3 GAL/ SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. SILT FENCE DETAIL (D- NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry .surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties Proper crass -section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot. _ A Curb -top at (sigh side of driveway near low lot corner A -B Parkway slope 5.6 B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of - building D -E Front Swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES:13 U= oFF� g T 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF ' z w LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION, z y 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE 0.0 C e F 1 8 FIRST STEP IN CLEARING. W U= 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED Z ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. F a s 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALLTIMES ; DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL RNAL STABILIZATION IS ACHIEVED. ` z 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED 1:4LTERING _ DEVICE.' 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND - Uj b AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP a TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE o IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL W BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND I I i i I i 13 UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREASi SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. I l l l l l l o 0 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: z Z W 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. WC p Lij 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. W O O 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. tY J LL V? > v Q � m Z Q v °z � w Am yrr r Oki, A. LOT 3 SITE AND t + DRAINAGE a ,. 4L 0 �F PLAN Cl 1 .vela. 19.0130 ABY: NAD AUG 2 1 2019 «EBBY: DET SC&L AS SHOWN Build rq epartmert C-01 SHEET a U LOT 4, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT ,--� BANKS&BAN&S THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS N� CONSULTING, INC. OF DUVAL COUNTI', FLORIDA. "M)6�,5®D FAX,9Df, 5B BdJ14 ADDRESS - 620 BEGONIA STREET PARCEL ID NUMBER: 170921-0000 0 10 20 40 SCALE 11"= 20' RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWALE. SEE FDED PERMIT FILE NO. 0377021001EG S1 `00'59"E 50.0' PLAT PROPERTY INFORMATION ZONING -RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" IMPERVIOU' CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PONCH = 16 SQ -FT HOUSE = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44.0% DRIVEWAY AND WALK TO BE o ` 6.11 "TURF BLOC" '. p SEE6CALCULATIONS "��^ N 6.0 o. TYPE "C" LOT GRADING ALL DRAINAGE TO PEAR LOT LINE Front swales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties Proper cross-section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway near low lot corner A -B Parkway slope 8 Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpDint of swales EROSION AND SEDIMENT CONTROL NOTES: z 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY -AND_ _ AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY 8' \E ( z ~ SETBACK -: INSPECTION.J ') N. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR T OR AS THE FIRST STEP IN CLEARING. 4.5 _ 0O W U ug a z� 5.0 ----- R V1 a c - f W > m 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING H� a m 6,0 ROPOSED .0 ; =11-1111-111II-L- 0 A/C PROPOSE „ J1 ELEVATED WOOD 1�, � PATIO LOT 4 COMPACTED FILL OVER TGE Illi VIII ��I�li�lll=III: OF .. FABRIC BURIED 8' DEEPI I I I -I 11=III= i=1 I i=iii-iTi- HOUSE NUMBER 620 NOTES: In 0 3 PROPOSED ONE STORY 1, POSTS TO BE 1"x 2" PINE NTH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. RESIDENCE 0_ 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. O = FF — Ej,j0 (NAND '88) W I 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. N LO 00 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 50LB/UN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 O 00 GAL/ SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS, TOTAL IMP. AREA z = 2242 SF 00 z(j)SILT FENCE DETAIL 6.1 GARAGE ` x NTS 0 DRIVEWAY AND WALK TO BE o ` 6.11 "TURF BLOC" '. p SEE6CALCULATIONS "��^ N 6.0 o. TYPE "C" LOT GRADING ALL DRAINAGE TO PEAR LOT LINE Front swales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties Proper cross-section of the street gutter, curb and parkway strip are essential to stop street water from flowing onto the lot A Curb -top at high side of driveway near low lot corner A -B Parkway slope 8 Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective front slope from highpDint of swales EROSION AND SEDIMENT CONTROL NOTES: z 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY -AND_ _ AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL z ~ s o r g INSPECTION.J zZ N. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR T OR AS THE FIRST STEP IN CLEARING. :9 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 0O W U ug a z� 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION a c `R": DET AND SEDIMENTATION AS DETERMINED BY THE PLN APPROVING AUTHORITY. W > m 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING H� a m SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. s 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. z 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY -AND_ _ AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY 0 o W wa REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ,CIO o - PLAN 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE MWNSY: NAD �G 2 2019 `R": DET BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE COLLECTED I I I I I I I SHALL BE EVENLY DISTRIBUTED ED ANDPERMANENTLY ESTABLISHED, IMPOUNDMENT AREAS 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS, 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: EQUIPPED1. HOUSE SHALL BE FULLY S AND PIPING. 2. ALLL ROOF DRAINS ANDD WNSPOUTS SHALL LL BE PIPED TO HE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO HE CITY ROW AT 6TH ST. P U I I— Z F- CLe CL O o LL W V Qoug m zap 0 z g LU O a W W LOT 4 SITE AND `✓ DRAINAGE PLAN 19.0130 MWNSY: NAD �G 2 2019 `R": DET AS SHOWN �O C-01 e.1 W a 0 a 5 I m m 0 a 0 W LL BANKS & RANKS LOT 5, BLOCK 138, SECTION "H" ATLANTIC B1=ACH, ACCORDING TO PLAT CONSULTING, INC. THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS G"mom.=u�ka OF DUVAL COUNTY, FLORIDA. ADDRESS — 610 BEGONIA STREET � j�lsa� PARCEL ID NUMBER: 1709:?1-0000 ,J t 0 10 20 40 SCALE I"= 20' EDGE PROPOSED OF 15" CMP 5.34' ROAD 4.99 DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT PROPERTY INFORMATION IMPERVIOUS CALCULATIONS ZONING -RS -2 DRIVEWAY TO R/W AND WALK (TURF BLOC) — �F 320 SF X 40% __= 128 SF SETBACKS FRONT PORCH = 16 SQ—FT AND PRIOR TO THE FINAL INSPECTION. HOUSE = 2,092 SQ—FT V01_UME TER—QTJpI rTq = 284 ^ PROPERTY = 5,100 SQ—FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ—FT PROPOSE /C =6.0 'O ROPOSED 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 0 �Z F F a = a ELEVATED WOOD W J R 2 DETERMINED BY THE PLAN APPROVING AUTHORITY. PATIO I Q LOT 5 I �� STABILIZATION IS ACHIEVED. z 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FIL-TERING HOUSE NUMBER w OJ O 610 oc N Q IN O O N PROPOSED O 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND (A ONE 3 w STORY a N RESIDENCE 3' g BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND o0 8.5' `t c F. F. E. DU 0')0 �- 00 Cf7 Z TOTAL IMP. AREA i c0 = 2242 SF C6.'{ I WITH ALL LOCAL AND STATE REQUIREMENTS. PROPOSE 6.1 DRIVEWAY AND I I WALK TO BE "TURF BLOC" mow. .,° 6. SEE .' END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. CALCULATIONS ° I II I i e. a: 6.0 I i i I TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. d �iTo EDGE PROPOSED OF 15" CMP 5.34' ROAD 4.99 DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT PROPERTY INFORMATION IMPERVIOUS CALCULATIONS ZONING -RS -2 DRIVEWAY TO R/W AND WALK (TURF BLOC) — 320 SF X 40% __= 128 SF SETBACKS FRONT PORCH = 16 SQ—FT AND PRIOR TO THE FINAL INSPECTION. HOUSE = 2,092 SQ—FT FRONT 20 FEET AC PAD = 16 SQ—FT SIDES 5 FEET PROPERTY = 5,100 SQ—FT REAR 20 FEET TOTAL IMPERVIOUS = 2,242 SQ—FT DRAINAGE SYSTEM TYPE "C" PERCENTAGE IMPERVIOUS = 44.0% 8' stop F - _ (MAX. _„ 11 14 COMPACTED FILL OVER roE� '1 ! ��II�' 11 OF FABRIC BURIED 8' DEEP 1111=111—III 111 �- NOTES: 1. POSTS TO BE i"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 50LB/IJN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ SQ. FT./MINUTE, FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FENCE DETAIL &__SILT NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements, or across other properties Proper cross-section of the street gutter, curb and par"vay strip are essential to stop street water from flowing onto the lot. A Curb -top at high side of driveway near lour lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building; D -E Front swale E -F Protective front slope from highpoint of swales EROSION AND SEDIMENT CONTROL NOTES: �= o0 o"s19 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, o = z AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE a FIRST STEP IN CLEARING. '70 W € C)IK U= 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED Z ON THE SITE AT ALL TIMES. c4 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 0 �Z F F a = a CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS W J R 2 DETERMINED BY THE PLAN APPROVING AUTHORITY. x? E+u 5 a 5, 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES 5; ISEN$ DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL a a f STABILIZATION IS ACHIEVED. z 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FIL-TERING DEVICE. - 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP - _ TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE e o IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL g BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND c UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED, 9, TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. I I 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. I I I II I i 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE I i i I TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: I— Z LU 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. Mr Q 2. ALL ROOF DRAINS AND DOWN SPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. W Q O 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. � J 0 Lu LL vi W m Z Q v (9 z12 LLI La ..-- ---_ OM1` A. LOT 5 SITE a > ♦ AND DRAINAGE PLAN r 19-0130 ABY. NAD ". MKIEDBY: DET AS SHOWN -01 ., LOT 6, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT C tivl� THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 1N ADDRESS - 600 BEI,'ONIA STREET PARCEL ID NUMBER: 170921-0000 PROPERTY INFORMATION ZONING -RS -2 0 1P SII 20 40 SETBACKS 4.7r) EXIST. TIDAL FRONT 20 FEET S]'ALI 1" = 20' SIDE (N) 5 FEET DITCH SIDE (S) 20 FEET SPILLWAY REAR 20 FEET ELEV. = 5.42 DRAINAGE SYSTEM TYPE " RESIDENTIAL SITE TO DRAIN TO WATER QUALITY RETENTION SWAL.E. SEE FDEP PERMIT FILE N0, 0377021001EG NG NOTES: BANKS & BANKS 1 CONSULTING, INC. _ fl3 WF5T 9TtI6i&FtT AT4lPIlC !>o 'R Fl. (9P1)6SS1AB FA£1..4®63.40 Aceusrarwt.cwsnrry snNna.+nnsahaca+xwnxc.cax IMPERVIOUS CALCULATION DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOU`;E = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 7,140 SQ -FT TOTAL_ IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 31.0% COMPACTED FILL OVER TOE OF FABRIC BURIED 8" DEEF 8' (MAX•) 1. POSTS TO BE 7'x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET, LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 5OLB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front stwales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties Proper cross-section of tate street gutter, curb and parkway strip are essential to stop street water from OG Mng onto the lot A Curb -top at high side of driveway near loss lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F Protective front slope from highpoint of s ales EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED TILT}IERING DEVICE. - - 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY. (SND -- AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE - IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWNSPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. t N 0 0 I - z W W 0. a � Uj O o ~ > x N W V GD Z Q 9 0zs m IO a W X LOT 6 SITE AND DRAINAGE PLAN +A� 19.0130 DRUM BY: NAD DET SCALE AS SHOWN &4WO� GV o SETBACK 4.5 5.0 - p; 6.0 /PROPOSED PROPOSE: 6. (3.33) 30.1'ELEVATED WOOD ASC ,0' PATIO Z LOT 6 00 / HOUSE NUMBER 00 600 4� PROPOSED 3 .) m a ONE STORY RESIDENCE FF = 8.50' (NAVD '88) Q 0 0 o F- TOTAL IMP. AREA > = 2242 SF I U? > 0 0 I 7) f + GARAGE .� 6.1O POSED D IVEWAY AND 6.0URF O a , ALK TO BE BLOC" £ N EE ALCULATIONS 0°56'17"W 70:C'a P� T j/ /4 6.0 IC n� --- _ _ TYPICAL 2'_FLARE_-- PROPOSED E 15" CMP 4.99 R --DRIVEWAY MAX WIDTH 2OFT 0 YT FROM EDGE OF ASPHALT NOTES: BANKS & BANKS 1 CONSULTING, INC. _ fl3 WF5T 9TtI6i&FtT AT4lPIlC !>o 'R Fl. (9P1)6SS1AB FA£1..4®63.40 Aceusrarwt.cwsnrry snNna.+nnsahaca+xwnxc.cax IMPERVIOUS CALCULATION DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ -FT HOU`;E = 2,092 SQ -FT AC PAD = 16 SQ -FT PROPERTY = 7,140 SQ -FT TOTAL_ IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 31.0% COMPACTED FILL OVER TOE OF FABRIC BURIED 8" DEEF 8' (MAX•) 1. POSTS TO BE 7'x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET, LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC. 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA STRENGTH - 5OLB/LIN. IN. (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ SO. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front stwales are essential to carry surface water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties Proper cross-section of tate street gutter, curb and parkway strip are essential to stop street water from OG Mng onto the lot A Curb -top at high side of driveway near loss lot corner A -B Parkway slope B Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F Protective front slope from highpoint of s ales EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED TILT}IERING DEVICE. - - 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY. (SND -- AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE - IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 9. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWNSPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. t N 0 0 I - z W W 0. a � Uj O o ~ > x N W V GD Z Q 9 0zs m IO a W X LOT 6 SITE AND DRAINAGE PLAN +A� 19.0130 DRUM BY: NAD DET SCALE AS SHOWN &4WO�