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920 MAYPORT RD - RIGHT OF WAY REVIEW ,..../ • //r i J CITY OF ATLANTIC BEACH ,% DEPARTMENT OF PUBLIC WORKS i ) 1200 Sandpiper Lane (4/I Atlantic Beach,FL 32233-4318 MI 14 6 TELEPHONE:(904)247-5834 � ., . FAX:(904)247-5843 r, ,: www.coab.us CONTRACTOR: DATE: 6-3-15 Flint Construction Services ,J E7 TH-990&15-GRDN-991 1817 3rd St. P t ADDRESS: 920 Mayport Road.St. Jacksonville Beach, FL 32250 I • EMAIL: flintr()comcast.net 2ND REVIEW& DENIAL 6-2-15 Permit applications(referenced above)have been y the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Doug Layton, Public Works Director at 904-247-5834 or email dlayton @coab.us. lt PUBLIC WORKS CORRECTION ITEMS: i 0(Submit the following information to the Public Works Department) **'rov':e ••nst do site g em- p :n,inc •din; loca •an of• mpster and portable totr et. * Ri: t-o?W. , Pe 't': requ' ed' using ugh of-w y •r construction parking. *.•ore t o• 0%i - • rvious •at allowed • City ' :de. 1 **It doe• of appear that adeq .to stormwater stora:- is being provided. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions 11 ov **All concrete driveway aprons must bethick,4000 psi,with fibermesh from the edge oi } to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. ((�P ✓ **Full erosion control measures must be installed and approved prior to beginning any earth disturb' activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. ✓ **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. .-- **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal,Realco,Republic Services,Shappel's and Waste Pro.) j **Any utility cuts in the road must be repaired using COJ Standar tail Case X and must be overlaid 10 feet in 1 each direction from the center of then cut. Repair must be shown o a . - /....a, Cs t.c e"- P • Art k- yr %2((r" / pAc.o£fj - D,..A1 rer3-- i ?o21.- A -J[.N..J z "v.r ,Att 4 -DO 0e-4o . D cc: Jennifer Walker,Bldg. Dept. 4lli" 4-SPNfrLi- •A-r c L /—eS .f4e .✓♦ i A-[ L• v-+E-) /i.J "14-44- •44-/'- e •'' �E a_v,c d U.S . (f5 L� Lli.• ,Gp PL 2' S To.J e , • t � : (5 CITY OF ATLANTIC BEACH "/ DEPARTMENT OF PUBLIC WORKS V� 1200 Sandpiper lane `I Atlantic Beach.FL 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 www.coah.us CONTRACTOR: DATE: 5-5-15 Flint Construction Services PERMIT#s 15-COTH-990& 15-GRDN-991 1817 3rd St. ADDRESS: 920 Mayport Road. St. Jacksonville Beach, FL 32250 EMAIL: flintr @comcast.net Permit applications(referenced above)have been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions, please contact Doug Layton,Public Works Director at 904-247-5834 or email dlavtoni coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way 01j ''Permit is required if using right-of-way for construction parking. be,acct of pla tb.+nmllatiarrdetaits. t q * t, •'•. -P-ermil-lFiK�sts ter..) e (, ` c . **t I +no f.mu. . n• .Ise I• tio hoii sto_rEtsin-runoff. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **A11 concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **lf on-site storage is required,a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal,Realco,Republic Services,Shappel's and Waste Pro.) **Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. cc: Jennifer Walker, Bldg. Dept. r . ____cr-Lak___ ,__ ,j, f i ------9-r-i< __2_r____„____Jw________________________________ __ _____________________ ______ _____ __ ___ ____ ______ _ __________________ ___ _ __ ___________ 7____ ___ ______ ___ ___ ____________ ,_&_-__y__6_______ _ __ _ ____ _ _ ________ ___ _________________ _ _ _ ______ ___________ _____ . _________ ___________ _ _____ ____________ ________ ______________ _ _ _ _ _______________ _____9_4„____ ____________________ ._,, ,_______ I lr ______________ _ ___ _ _________________ ___ ____ _______________ __________ ______ ________ _ _ __________________ _ ___________ z _.4_,,,,_,_ ___ _ ____ _ ___________________ ____________ _______ ___________ ______________ _____________ ___________ 4, _z_._ _!,,_ 17 _ k_4_7_ ________________-- Mien_ ______ 54_4K 4 _______e_rjk >f_g_i________ -_____ ----- ---------- Basins......_. _= ===.,.�____�..__°_________ _ =n ........... .___ Name: Pond 1 Node: Pond 1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.122 Time Shift(hrs): 0.00 Curve Number: 85.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: Pond 2 Node: Pond 2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.098 Time Shift(hrs): 0.00 Curve Number: 89.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Name: Underground Node: Underground Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.260 Time Shift(hrs): 0.00 Curve Number: 97.00 Max Allowable Q(cfs): 999999.000 DCIA(41: 0.00 ==== Nodes Name: 9th Base Flow(cfs): 0.000 Init Stage(ft): 10.350 Group: BASE Warn Stage(ft): 10.350 Type: Time/Stage Time(hrs) Stage(ft) 0.00 10.350 36.00 10.350 Name: Pond 1 Base Flow(cfs): 0.000 Init Stage(ft): 9.000 Group: BASE Warn Stage(ft): 11.000 Type: Stage/Area Stage(ft) Area(ac) 9.000 0.0076 10.500 0.0301 11.000 0.0384 Name: Pond 2 Base Flow(cfsl: 0.000 Init Stage(ft): 10.000 Group: BASE Warn Stage(ft): 11.000 Type: Stage/Area Stage(ftl Area(ac) 10.000 0.0014 10.500 0.0059 11.000 0.0108 Name: Underground Base Flow(cfs): 0.000 Init Stage(ft): 8.170 Group: BASE Warn Stage(ft): 10.500 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 3 Type: Stage/Area Stage(ft) Area(ac) 8.170 0.0218 10.500 0.0218 .... Pipes -...===..................... ... .. ..... Name: P1 to P2 From Node: Pond 2 Length(ft): 115.00 Group: BASE To Node: Pond I Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 lnvert(ft): 10.000 9.000 Send Loss Coef: 0.00 Manning's N: 0.011000 0.011000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Name: P1 to UG From Node: Pond 1 Lengthlft): 37.00 Group: BASE To Node: Underground Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): 12.00 12.00 Entrance Loss Coef: 0.00 Rise(in): 12.00 12.00 Exit Loss Coef: 1.00 Invert(ft): 9.000 8.500 Bend Loss Coef: 0.00 Manning's N: 0.011000 0.011000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ==s= Drop Structures _____________ ____.____. Name: Control From Node: Underground Length(ft): 41.00 Group: BASE To Node: 9th Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): 12.00 12.00 Flow: Both Rise(in): 12.00 12.00 Entrance Loss Coef: 0.000 Invert(ft): 8.600 8.500 Exit Loss Coef: 1.000 Manning's N: 0.011000 0.011000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc Rot Clip(in): 0.000 0.000 Solution Ines: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ••' Weir 1 of 1 for Drop Structure Control ••• TABLE Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 3 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 10.500 Rise(in): 36.00 Control Elev(ft): 10.500 --_- Hydrology Simulations _-_--- --_ - Name: post025 Filename: C:\Users\Doug\Documents\enVision\projects\Moto Electric + Atlantic Beach\Calculations\Stormwater\ICPR\post02 ( Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 9.80 Time(hrs) Print Inc(min) 30.000 5.00 Name: postmean Filename: C:\Users\Doug\Documents\enVision\Projects\Moto Electric + Atlantic Beach\Calculations\Stormwater\ICPR\postme Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.10 Time(hrs) Print Inc(min) 30.000 5.00 -- Routing Simulations Name: post025 Hydrology Sim: post025 Filename: C:\Users\Doug\Documents\enVision\Projects\Moto Electric • Atlantic Beach\Calculations\Stormwater\ICPR\post02 Execute: Yes Restart: No Patch: No Alternative: No Max Delta 2(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 999.000 15.000 Group Run BASE Yes Name: postmean Hydrology Sim: postmean Filename: C:\Users\Doug\Documents\enVision\Projects\Moto Electric + Atlantic Beach\Calculations\Stormwater\ICPR\postme Execute: Yes Restart: No Patch: No Alternative: No Max Delta 2(ft): 1.00 Delta 2 Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) 999.000 15.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model°CPR) 02002 Streamline Technologies,Inc. 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By: DLS Date: 5/15/2015 Public Works Department City of Atlantic Beach Permit No: 15-GRDN-991 Address: 54 W. 10th St Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 20,912 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd"C" Impervious 15,930 20,912 1.00 0.76 Pervious 4,982 20,912 0.50 0.12 Runoff Coefficient(C)= 0.88 Runoff Volume V= 0.88 x 20,912 x 9.3 / 12 V= 14,276 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 20,912 ft2 Runoff Coefficient Area Lot Area Description ft2) (ft2) "C" Wtd"C" Impervious 16,077 20,912 1.00 0.77 %ISA= 76.9% Pervious 4,835 20,912 0.50 0.12 Runoff Coefficient(C)= 0.88 Runoff Volume V= 0.88 x 20,912 x 9.3 / 12 V= 14,333 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 14,333 - 14,276 DV= 57 ft3 Retention COAt3 Calculation 9th Street 5/15/2015 10" Comp. By: DLS iti Date: 5/15/2015 Public Works Department City of Atlantic Beach Permit No: 15-GRDN-991 Address: 54 W. 10th St Provided Storage: Elevation Area Storage (ft) (ft2) (ft) 9.0 331 0 BOTTOM 10.5 1,312 1,232 TOB Elevation Area Storage (ft) (ft) (ft3) 10.0 62 0 BOTTOM 10.5 258 80 TOB Elevation Area Storage (ft) (ft2) (ft3) 8.2 948 0 BOTTOM 10.5 948 2,209 TOB Inground storage=A*d*pf A=Area= 2518.0 d=depth to ESHWT= 2.0 pf=pore factor= 0.3 Inground Storage= 1510.8 ft3 Required Treatment Volume= 57 ft3 Supplied Treatment Volume= 5,032 ft3 Retention COAB Calculation 9th Street 5/15/2015 Williams, Scott From: Layton, Douglas Sent: Friday, May 15, 2015 4:23 PM To: Williams, Scott Subject: FW: Fwd: Plan Review Comments 920 Mayport Rd. Attachments: Plan Review Comments 920 Mayport.pdf; COAB Calculation, 9th Street.xlsx; Drainage Calculations, 9th Street, 5-7-15.pdf; C-4.1.pdf; C-4.2.pdf; C-5.7.pdf Scott, Goes with what you are reviewing. Doug From: Doug Skiles [mailto:doug(@envisionplusjax.com] Sent: Thursday, May 07, 2015 3:49 PM To: Layton, Douglas Cc: tjackre108(4ahoo.com; 'Jason Canning' Subject: FW: Fwd: Plan Review Comments 920 Mayport Rd. Doug, The comments regarding the drainage design were forwarded to me by Ted Jackrel. Please see the attached spreadsheet for the City's calculation method. I also have the calculations for water quality and quantity attached that I will use for the FDEP Self-Certification (in place of SJRWMD permit). I would like to discuss the outfall with you before I send these to FDOT for a permit determination. While there is a curb inlet on Mayport Road that we could make a direct connection to, it will likely encounter a conflict with the water main that runs along that side. Therefore, I have it designed as an overflow at the catch basin in the right-of-way that will match the pre-development drainage location. Of course,we are providing enough storage volume on site to reduce the amount of runoff that will occur into the right-of-way. Please call me at 881-6145 to discuss this at your convenience. Thanks, Doug Skiles, PE EMIDN O4siG. • rNGIWFFAIM` 2002 San Marco Boulevard, Suite 203 Jacksonville, FL 32207 904-881-6145 From:Ted Jackrel [mailto:tjackrel08 @yahoo.com] Sent:Tuesday, May 5,2015 9:42 AM To:Doug Skiles;Jason Canning Subject: Fw: Fwd: Plan Review Comments 920 Mayport Rd. gra: . Ted Jackrel Sales Manager Moto Electric Vehicles and More 58 west 9th Street Atlantic Beach,FL 32233 904-247-1818 904-247-2229 fax tjackrel(a,motoelectricvehicles.com On Tuesday, May 5, 2015 9:34 AM, Russell Flint<flintracomcast.net>wrote: See plan review comments. Can you forward to the architect and engineer. We can hand draw the location of the dumpster and protable toilet on the plans. I don't think we will need the right of way permit. Engineer can provide the erosion control details. If we need the DOT permit,the engineer typically handles. If we need the SJRWMD permit,the engineer typically handles. Run off comments can be addressed by engineer. Sincerely, Russell Flint President Flint Construction Services, Inc. P:904 994 9626 F: 904 372 9011 www.flintconstruction.net Begin forwarded message: From: "Showman,Lisa" <lshowman a,coab.us> Subject: Plan Review Comments 920 Mayport Rd. Date: May 5, 2015 at 8:53:17 AM EDT To: "'flintr a,comcast.net"' <flintr@comcast.net> Cc: "Layton,Douglas" <dlayton a,coab.us>, "Walker,Jennifer" <jwalker a,coab.us> Attn: Russell Flint See attachment for plan review comments from Public Works related to your permit applications for 920 Mayport Road (15-COTH-990 New Metal Bldg.& 15-GRDN-991 Site Dev.).Submit this information at your earliest convenience in order that we may approved your applications. Instruction for submittal are on the attachment. Thank you, 2 Lisa Showman Contracts, Permits&Admin. Coordinator Public Works Department City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone(904) 247-5834 Fax(904)247-5843 email: Ishowmanc coab.us PLEASE ADVISE HOW WE CAN ADDRESS THESE ISSUES ASAP SO WE MAY GET STARTED. PLEASE CALL ME WITH A PLAN SO I CAN ADVISE RUSSEL TED 3 OSZ1.5 'Be21 1J L9S63 '0N uo!lezuo43ny;o a;eoylp90 D N I cJ 3NIDND 5t71.9-1.88-1706 NO1S woo•xe(s n!du opywa•mmm LOZZ£epuoiA 'a!!!nuosper 'ad 'sa!P!S •1 se!6n00 £OZ al!nS `ruena!no8 ooJeIN ueS ZOOZ a 0 A U.1 F \\\ a \ \\\\\\ U \ \\\\ x wisisi eii _ •\K_ w \\ c7 ■ft711S =1 v-\\\— 1 U.1 r.�.Illira.. — U or : 2 iiiii w = u ININNIIMNIM == <t w .o.•..•.. _ mammas .3 F .riirf f,.. ¢ 4._•:w e' W co c•i Dili.. l L Q 111!��1I a Z 1-111— cn c4 w CO c4 o 1=111 O° II— Z z z— _j I I 0 w w 1-111- x_ co c4 W' �I 11, v x z E-, \\\ _ X o \\\\ � - F w \\\\` o \\ �r w ®` 1 F c: .;d .e SAT V) o CO 2 L. 1 =..- LL,F- _ 1 — V u Xx \ a wA :: \ .-.3 1.1.1 1.1 ¢O U.1 Lo.10 X < 0 0. \\ 4 \ Li ;v ' ' 0 C 0 'TJ Z I-' "rJ / C N) '"d 0 II d 0 z Cr1 Z ° om �� 'v� t._, 0 I!/ ■ ° illr ci) CD C) O // 1 / -----/-6(.: , 7 - 53 9 c..0 O tp n - o W laJ v s n' V) n O cn \I I.- Z r IF 0 -P 3 0 2002 San Marco Boulevard, Suite 203 Douglas L. Skiles, P.E. (SI I ON Jacksonville, Florida 32207 www.envisionplusjax.com 904-881-6145 E N G I N F E R I N G Certificate of Authorization No. 29561 FL Reg. 51250 a- r 00 T- N a) C O)1.0 CO 0. 'O 'O "0 'O CD a' a) a) > > > > CO CO CO CO aaaa - c R 'E0000 - , a- a- U ca.L v- V) H I I e a cc N C .0 (1) U J t m Q O U ll.. L O - LL a) N a) U 0 C O a) m C Oo OF o m a L Q C L 0) J 0N- tirnco 0co (0 �' I- H 0 o o 0 O 5 v 0 0 0 c > M O O O F. 0000 EOOOO cV to 0- ° 'DNL) cMO •cf U000CNO 0 0 0 N c sc O N U) N- (00000 V a. o af )) NtA 0. 0. C O M UO O -0 c1a- y )nN ` ° a) r O O O O a- c6 c C LL 0 0 0 0 0 cn ` a a O ..- -- 0 c U) 0) 2 V o O O O 2 C 0) n c C a) c Q) -c _ a) CO J C 0 O C as in 0 o 8 2 E co fl.0 0 > N 'n L a- N 2) c0., u) ya- N En 2O f0 N V)sai C C L ca a) 'O -0 a) ca co 'O -0 a) U) Z N a) 3 a) a) > 0 m c c a "- m c c 'O a) 2 co 0) - a`. 0- n a) as° tL° 0 - � C9 m F= 0 Moto Electric Vehicles Atlantic Beach, Florida 9th Street Site: Required Treatment Volume(14.2 of 40C-42): 9th: Area (sf) Depth (in) Volume(cf) Impervious 16053 1.25 1672 Total Site 20911 0.5 871 2543 (design condition) Overall Pond 1 Size: Elev(ft) Area(sf) Cum V(cf) Area (ac) Top 11.00 1671 1978 0.0384 TV level 10.50 1312 1232 0.0301 Bottom 9.00 331 0.0076 Overall Pond 2 Size: Elev (ft) Area(sf) Cum V(cf) Area (ac) Top 11.00 470 262 0.0108 TV level 10.50 258 80 0.0059 Bottom 10.00 62 0.0014 Total Pond TV 1312 CF Remaining Required TV 1231 CF Additional Chambers Needed: Volume Required = 1231 CF Volume per Chamber 31.0 CF Plan Area per Chamber 23.71 SF Reduction Factor 0.561 Elev(ft) Area (sf) Cum V(cf) Area(ac) Top 10.50 948 1239 0.0218 TV level 10.50 948 1239 0.0218 Bottom 8.17 948 0.0218 Page 1 of 1 5/7/2015 I I /1 4 - CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 Sandpiper Lane Atlantic Beach.FL 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 / www.coab.us CONTRACTOR: DATE: 5-5-15 Flint Construction Services PERMIT#s 15-COTH-990&15-GRDN-991 1817 3`d St. ADDRESS: 920 Mayport Road.St. Jacksonville Beach, FL 32250 EMAIL: flintr @comcast.net Permit applications(referenced above) have been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions, please contact Doug Layton, Public Works Director at 904-247-5834 or email dlayton @coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. **Provide erosion and sediment control plans with installation details. **Provide DOT Connection Permit for Stormwater. **Provide SJRWMD Permit. **All runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **All concrete driveway aprons must be 5" thick,4000 psi,with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal,Realco,Republic Services,Shappel's and Waste Pro.) **Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. cc: Jennifer Walker, Bldg. Dept. r . '`�`h CITY OF ATLANTIC BEACH 800 Seminole Road 904-247-5800 1111111/117' Atlantic Beach,Florida 32233-5445 Fax 904-247-584! SITE DEVELOPMENT PERMIT (for filling, grading or topographically altering land) PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Date WA" PERMIT# Job Address L 4T3:i- - Z d e"y T r ISSUED BY THE CITY Permitee: '� e� '9-70 D4_40,-1.•4 J 4-C/Crte L, Telephone# 90c'-83 S-61 /b-9 Permittee Address: /3 7 0 < <rrze Aver?.,z,a,z. eL.acS. C..._ Email Address rnm 7t o r) eVecrr Fax Fax Number. Qn'- 2-LI 7- 2.Z 2 9 Requesting Permission to commence site development involving the following activity: S -rE' wo¢• > - V el 4 e 2 q r?� • cl w G re2.. i(Ze-r .rci- p a' A-71 d S C-LL 6 e2• p. Location: (Reference to Cross-Street) 9 ST n-r,d m A-1 Ici O The following permits have been submitted Tree Removal Demolition THIS APPLICATION INCLUDES ALL INFORMATION REQUIRED BY THE CITY'S SITE DEVELOPMENT PERMIT CHIECKLIST7 (Must be signed by Applicant) 1. Applicant de res that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. 2. Any work proposed in City rights of way or easements shall be subject of a separate Right of Way and Easement Permit Application. 3. All work shall meet City of Atlantic Beach, City of Jacksonville or Florida Department of Transportation Standards and be performed under the supe ision of /2c,sstc_ r . (Contractor's Project Superintendent) located at IIf7 lrI V. dr. Tyr �� 6 fL ? )ro Telephone#: Qoy- 5W-gG lC. 4. Calculations showing any increase in impervious area on owner's lot and / or in the city Right of Way are to be included with this application. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. This permittee shall commence actual construction in good faith within P-1 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 7. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER LIZA CATRON Signed: Date: yl urn " • Carmrsion#EE 126018 Before met is 47 day of 2.015 in the County of Duval, ▪ ExpwasNowaer30,2015 State Of Florida,has personally appeared and. ▪ M Babeanrutighhlwn� y�prp P Y Pp �'1 Q�u-fed h '//�� _�� Notary Public at Large,State of Florida,County of buval. / �`- My commission expires: O1 301 2.015 Personally Known: C LpL a-esQ�.�zd Produced Identification: n a 3 3 n i r+d • n v s o ££ZZ£ "1d%peas 3puePF/7aaalS 416 to' UM ,. NfflSJ) ] tun t w ` t" U say[ a �t.z ago�0 6 gf 1 E g a z+'N o V + r.�! :;\ $op �.a t Io a A O IoM - i/ I 1 1 i 0 ./440 I.... . , .... . ,,,S,' LT, , 1n...ZF�O ,bf??i' 'mgr s{�,� •.. W 4077,........Z....4 . E-.4 Ent gill gr..- . 1 - . .. SC' a v .. F m M O 1 0 44.*:::4111: �� o;. ,�®p ,... . / ?gym 10 W d d 6 i 5 • ?� / C.M.. Z :w RE t.'14 �' z W. f:/ L„,,,a yL� 1 8 g�` - O i-'-'=° O • �SOO r {a F tVO Opn•WG Z . Yet V.° • 335 a u z •N p 44.-pE V 11.NV 9.F, 4I O W 6••i••1 X z4 p / o F F. N N N / City of Atlantic Beach - r APPLICATION NUMBER i ;+l Building Department (To be assigned by th Building Department.) A 800 Seminole Road Atlantic Beach, Florida 32233-5445 APR 2 9 2n15 Phone(904)247-5826 • Fax(904)247-5845 / E-mail: building-dept @coab.us IL _ _ Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 92 6 �/9y I�T �d Department review required Yes No / Building Applicant: / 7) r /7S1 'i.c/iO Planning&Zoning Tre- a•uI•nistrator Project: „6-7• . •ublic Works Public Utilities Public Safety Fire Services d y'I'S,i t.�•�.�t..-}..:� .-.._.§..-�.'3„_ -,.`�L.-C�, z 1f,: I:�t" 3l PS��.-., _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. FVDenied. (Circle one.) Comments: BUILDING - c l ii v PLANNING&ZONING P Reviewed by: . �( c /v� Date: TREE ADMIN. Second Review: ['Approved as revised. Fe. enied. PUBLIC WORKS Comments: c ecrEA aw e /4 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: tr- FIRE SERVICES Third Review: 1121Approved as revised.e Denied. . Comments: 4. Reviewed by: / Date: Revised 07/27/10