The URL can be used to link to this page

Home My WebLink AboutAgenda Packet - BoZA - 01/18/2022 AGENDA BOARD OF ZONING APPEALS January 18, 2022 6:00pm CITY COUNCIL CHAMBERS 1. Call to order 2. Pledge of Allegiance 3. Introduction of members, and election of officers 4. Approval/Amendment of Agenda 5. Approval of December 21, 2021 meeting minutes 6. Consideration of Primary Variances a. V22-01, 505 Dorris Road Request(s): • To allow the existing accessory structure in R-2 zone property to remain 2 feet inside the side-yard setback (Sec. 64-462(c)(1)). b. V22-02, 14225 Birmingham Highway (Administratively deferred) Request(s): • To allow a proposed guesthouse to be located in the side-yard (Sec. 64-1598(b)(1)). c. V22-03, 355 Cox Road (Administratively deferred) Request(s): • To allow the existing accessory structure in AG-1 zoned property to remain 4 feet inside the side-yard setback (Section 64-416 (c)(1)). d. V22-04, 1310 Rolling Links Drive Request(s): • To allow the lot coverage for an CUP zoned property that fronts a private street to go from 25 percent to 28 percent. (Sec. 64- 1141(d)(1)(a)). e. V22-05, 560 Glen Hampton Drive (withdrawn) Request(s): • To allow a pool, pool deck and a fire pit to encroach into 75-foot impervious setback (Section 20-426(2)). 7. Consideration of Appeals/Secondary Variances 8. Old business 9. New business a. Reminder that stipend is available for Board members b. Training to be provided to the Board members 10. Adjournment ACTION REPORT BOARD OF ZONING APPEALS December 21, 2021 6:00pm CITY COUNCIL CHAMBERS 1. Call to order 2. Roll call Present: Todd Chernik, Hodge Patel, Brenda Hamstead, Kim Keller, and Jason Cole Absent: Don Curt, Stephanie Butler 3. Pledge of Allegiance 4. Amendment of Agenda to include general public comment Motion to Approve: Todd Chernik 2nd: Hodge Patel Vote: 5/0 (Approved) Approve the Amended Agenda Motion to Approve: Todd Chernik 2nd: Hodge Patel Vote: 5/0 (Approved) 5. Approval of October meeting minutes Motion to Approve: Hodge Patel 2nd: Brenda Hamstead Vote: 5/0 (Approved) General public comment 6. Consideration of Primary Variances Todd Chernik recuses himself from the proceedings of variance petition V21-25. a. V21-25, 810 Bethany Green Court Request(s): • To allow the lot coverage for an R2-A zoned property that fronts a public street to go from 20 percent to 28.7 percent. (Sec. 64- 1141(d)(1)(b)). • To allow the pool house in the rear set back 19 feet from the North property line (Sec. 64-485(d)). Motion to add 3.5 minutes to applicant’s time (since the opposition time exceeded by 3.5 minutes): Hodge 2nd: Brenda Vote: 4/0 (Approved) Motion to deny the request: Brenda 2nd: none Motion failed Motion to approve with condition that impervious percentage not to exceed 24% and 75% trees to remain: Jason 2nd: none Motion failed Motion to deny the request: Hodge 2nd: Brenda Vote: 1/3 (Motion did not pass) Motion to approve with condition that impervious percentage not to exceed 24% and 13 out of 17 trees to remain or no more than 4 trees to be removed: Jason 2nd: Brenda Vote: 3/1 (Approved), (Hodge opposed) Motion to deny the part two of the variance requests: Hodge 2nd: Jason Vote: 4/0 (Denied) b. V21-26, 1745 Dinsmore Road Request(s): • To allow the existing garage to encroach rear yard setback up to 9.33 feet to North property line on the property zoned AG-1(Sec. 64- 416(d)). Motion to allow existing garage in the setback to remain as per location shown in the site plan received on November 2nd 2021, intended use to be storage facility at the same location with 3 conditions: Todd 2nd: Hodge Vote: 5/0 (Approved) Conditions: 1. Architecture of the garage to be approved by the City Architect. 2. Building material of proposed garage to match the existing house. 3. Water mitigation to be assessed by the city-staff at the plan review process. 7. Consideration of Appeals/Secondary Variances None 8. Old business None 9. New business a. Adopt the 2022 Board Zoning Appeals Meeting Calendar Motion to Adjourn: Todd 2nd: Hodge Patel Vote: 5/0 (Approved) 10. Adjournment Motion to Adjourn: Jason Cole 2nd: Hodge Patel Vote: 5/0 (Approved) Page 1 of 7 V22-01 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 PETITION NUMBER: V22-01 PROPERTY INFORMATION 505 Dorris Road DISTRICT, LAND LOT 2/ 953, 992 OVERLAY DISTRICT Rural Milton EXISTING ZONING R-2 ACRES 11.3112 EXISTING USE Residential FUTURE LAND USE DESIGNATION Low Density Residential REQUESTED VARIANCE: • To allow the existing accessory structure in R-2 zone property to remain 2 feet inside the side-yard setback (Sec. 64-462(c)(1)). PETITIONER/OWNER Denise Brown ADDRESS 505 Dorris Road Milton, GA 30004 REPRESENTATIVE Denise Brown ADDRESS 505 Dorris Road Milton, GA 30004 Page 2 of 7 V22-01- Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Page 3 of 7 V22-01- Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 COMMUNITY DEVELOPMENT STAFF ANALYSIS STAFF CONTACT: Shubha Jangam 678.242.2539 Background: The site is a 11.3 -acre lot on the south side of Dorris Road. The property is zoned R-2 and is located in the Rural Milton Overlay District. Section 64-462(c)(1) requires a minimum 15-foot side setback for properties in the R-2 Zoning District. Currently, the property has a house with a pool and 3 other accessory structures not housing animals. All buildings are conforming with the Zoning Ordinance except one existing storage shed on the southwest side of the property that is at 13 feet from the west property line. The applicant wants to improve the property by adding an entertainment area with underground bunker on the property. However, Milton’s Zoning Ordinance requires that the property to be compliant with the current Zoning Ordinance before acquiring any new building permit. Therefore, the applicant is requesting this variance to bring the existing shed in compliance with the Zoning Ordinance. Exhibit A shows the location of existing shed on the site. Exhibit B is showing the pictures of the existing barn. DESIGN REVIEW BOARD (DRB) COURTESY REVIEW: On January 4, 2022, the DRB met and had the following comments: • DRB recommends approval of the variance. Page 4 of 7 V22-01- Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Standards for Consideration: The approval of a variance is based on the following consideration(s): • Relief, if granted would not offend the spirit or intent of the Ordinance. • There are such extraordinary and exceptional situations or conditions pertaining to the particular piece of property that the literal or strict application of the Ordinance would create an unnecessary hardship due to size, shape or topography or other extraordinary and exceptional situations or conditions not caused by the variance applicant. • Relief, if granted would not cause a substantial detriment to the public good and surrounding properties. • That the public safety, health, and welfare are secured, and that substantial justice is done. The applicant response: • Please see the letter of appeal. Recommended Conditions: If approved staff recommends following condition • For the existing shed as is per site survey received on November 16, 2021. Page 5 of 7 V22-01- Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Letter of Appeal Page 6 of 7 V22-01- Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Exhibit A (Site Survey, received November 16, 2021) Page 7 of 7 V22-01- Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Exhibit B (Pictures of existing barn) JOB NO. 13-105 DRAWING NO. 13-105 topo 12-8-20.dwg SHEET NO. ill 1 BOUNDARY AND PARTIAL TOPOGRAPHIC SURVEY FOR: 505 DORRIS ROAD LAND LOTS 953 & 992, 2nd DISTRICT, 2nd SECTION FULTON COUNTY, GEORGIA TAX PARCEL No. 22 398009530439 O Copyright - 2020 1 Ga Land Surveyor, He I All Rights Reserved " L SEAL SIGNED AND DATED. REG! * y Jid-,1_1 74 j * 12110120 0 2 y \4 SM GPJ/ GA LAND SURVEYOR 404-384-9577 GA LAND SURVEYOR, LLC 3355 ANNANDALE LANE, STE 1 SUWANEE, GA 30024 N/F ARRY J. CIA TTI 3 45378, PG 686 L.L.L. 953 L.L.L. 992 300' 1i NOTES: 1. REFERENCES FOR THE BOUNDARY INFORMATION SHOWN HEREON WERE MADE TO DEED BOOK 48881, PAGE 467 OF FULTON COUNTY RECORDS. 2. NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD ZONE AS IDENTIFIED ON FIRM COMMUNITY PANEL No. 13121 C0051 E, DATED JUNE 22, 1998. 3. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN IS BASED ON ABOVE GROUND STRUCTURES AND INFORMATION SUPPLIED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES OR STRUCTURES MAY EXIST. THE SURVEYOR MAKES NO CERTIFICATION AS TO THE ACCURACYAND COMPLETENESS OF THE LOCATIONS SHOWN HEREON. 4. THIS SURVEY WAS MADE WITH REFERENCE TO TITLE INSURANCE COMMITMENT No. OX -08806792 FROM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. SCHEDULE B HAS NO LISTED MATTERS OF RECORD. AN INDEPENDENT SEARCH YIELDED AN EASEMENT TO THE GEORGIA POWER COMPANY, FOUND IN DEED BOOK 9652, PAGE 360 OF FULTON COUNTY RECORDS. THIS EASEMENT IS BLANKET IN NATURE AND CANNOT BE PLOTTED HEREON WITH ANY CERTAINTY TO LOCATION. 5. BUILDING SETBACK INFORMATION SHOWN HEREON IS PER THE CITY OF MILTON ZONING ORDINANCE FOR R-2 ZONING CLASSIFICATION. 6. THE LAST DAY OF THE FIELD SURVEY WAS PERFORMED ON DECEMBER 8, 2020. 7. VERTICAL INFORMATION SHOWN HEREON WAS OBTAINED FROM A "FIELD RUN" SURVEY. REFERENCE DATUM IS NAVD 88-1994 MEAN SEA LEVEL. CONTOUR INTERVAL EQUALS ONE (1) FOOT. 0 Z Q 0 LU Z M U S LEGEND E DRAINAGE STRUCTURES ABBREVIATIONS SWCB = SINGLE WING CATCH BASIN BC = BACK OF CURB 0 DWCB = DOUBLE WING CATCH BASIN BH B/L = BU WING IGHT BUILDING SE ILDETBACK LINE = JUNCTION BOX BW = BOTTOM OF WALL GI = GRATE INLET C&G = CURB AND GUTTER CI = CURB INLET = CENTERUNE ■ YI = YARD INLET Cc/.PL = CMF = CORREGATED METAL PIPE CONCRETE MONUMENT FOUND • DI = DROP INLET CO = CLEAN OUT %7 HW = HEAD WALL CONIC = CONCRETE Q SSMH = SANITARY SEWER MANHOLE CTF = CRIMP TOP PIPE FOUND p SSCO SANITARY SEWER CLEANOUT DB/PG — DEED BOOK / PAGE O GT = GREASE TRAP DE = DRAINAGE EASEMENT FES = FLARED END SECTION DIP = DWCB = DUCTILE IRON PIPE DOUBLE WING CATCH BASIN DYL = DOUBLE YELLOW LINE STRIPING UTILITY SYMBOLS EP EDGE OF PAVING ® A/C — AIR CONDITIONING UNIT F.I.R.M. FEDERAL INSURANCE RATE MAP ® ET — ELECTRIC TRANSFORMER HDPE = HIGH DENSITY POLY ETHYLENE PIPE Q CPED CABLE N PEDESTAL HW IE = HEADWALL INVERT ELEVATION Y FH = FIRE HYDRANT IPS = 1/2' REBAR PIN SET W/CAP U GM GAS METER LL = LAND LOT GV —GAS VALVE LLL LAND LOT LINE GUY = GUY WIRE MW MONITORING WELL m TPED TELEPHONE PEDESTAL F = N/F OR NOW OR FORMERLY PP = UTILITY POLE N = NAIL SET i LP = LIGHT POLE NTS = NOT TO SCALE M WM WATER METER OTF = OSD OPEN TOP PIPE FOUND OUTSIDE DIMENSION WV = WATER VALVE OCS = OUTLET CONTROL STRUCTURE MISC. SYMBOLS PB/PG = PLAT BOOK PAGE p L = PROPERTY UNE C3 PARKING SPACE COUNT POB = POINT OF BEGINNING ` XT9 = SATELITE DISH P.O.E = pVC = POINT OF ENTRY POLYVINYL CHLORIDE PIPE RBF = REBAR PIN FOUND RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY S.F. = SQUARE FEET UTILITY LINETYPES SRF = SOLID ROD FOUND SS SANITARY SEWER —P— POWER LINE (UP—UNDERGROUND) SSE = SANITARY SEWER EASEMENT —T— = TELEPHONE LINE (UT=UNDERGROUND) TBM = TEMPORARY BENCH MARK —C— CABLE N LINE (UC -UNDERGROUND) TP TAX PARCEL NUMBER —s— = SANITARY SEWER LINE PO = POINT OF COMMENCEMENT —cam = GAS LINE TW = TYP TOP OF WALL TYPICAL FENCE LINES WI = WEIR INLET = CHAIN LINK FENCE (CLF) — — — — — — — = WIRE FENCEO = HARDWOOD O = PINE/CONIFER = WOODEN FENCE TF- nFCFMRFR in 9D2n ISSUE SCALE: I"=100' NO. DATE DESCRIPTION ACREAGE: 11.3112 LAND LOT(S): 953 & 992 DISTRICT. 2nd CITY.• MILTON COUNTY: FULTON STATE: GEORGIA \,SURVEYED: AH DRAWN: MJS I I I J Page 1 of 6 V22-04 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 PETITION NUMBER: V22-04 PROPERTY INFORMATION 1310 Rolling Links Drive DISTRICT, LAND LOT 2/ 596 OVERLAY DISTRICT Rural Milton EXISTING ZONING Community Unit Plan (CUP) ACRES 1.0121 EXISTING USE Residential FUTURE LAND USE DESIGNATION Low density Residential REQUESTED VARIANCE: • To allow the lot coverage for a Community Unit Plan (CUP) zoned property that fronts a private street to go from 25 percent to 28 percent. (Sec. 64- 1141(d)(1)(a)). PETITIONER/OWNER Philip Littlehales ADDRESS 1310 Rolling link Drive Milton, GA 30004 REPRESENTATIVE Rick McDermott ADDRESS 710 Dunscore Court Roswell, GA 30075 Page 2 of 6 V22-04 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Page 3 of 6 V22-04 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 COMMUNITY DEVELOPMENT STAFF ANALYSIS STAFF CONTACT: Shubha Jangam 678.242.2539 Background: The site is a one-acre lot on the east side of Rolling Link Drive in White Columns Subdivision. The property is zoned Community Unit Plan (CUP) and is located in the Rural Milton Overlay District. Section 64-1141(d)(1)(a)) allows a maximum 25% lot coverage on the properties fronting private road in the Rural Milton Overly District. Lot coverage is defined in the Zoning Ordinance as the following: Lot coverage means the percentage of impervious surfaces located on a lot in comparison to the total lot area, calculated by dividing impervious surface area by total lot area. For purposes of calculating lot coverage, impervious surfaces shall include the following: (1) The footprint of the main building regardless of size; (2) The total footprints of any accessory buildings larger than 150 square feet; (3) Swimming pools, hot tubs, and associated decks and; (4) Parking pads and driveways. The existing lot coverage on this property is 25.195% without a pool. The proposed lot coverage with the pool and pool deck is 28%. Therefore, this variance is requested to allow the lot coverage to increase from 25% to 28%. Exhibit A shows the site plan received on December 7, 2021. The applicant proposes two dry-wells to mitigate the additional stormwater run-off. DESIGN REVIEW BOARD (DRB) COURTESY REVIEW: On January 4, 2022, the DRB met and had the following comments: • DRB recommends approval of the variance. Page 4 of 6 V22-04 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Standards for Consideration: The approval of a variance is based on the following consideration(s): • Relief, if granted would not offend the spirit or intent of the Ordinance. • There are such extraordinary and exceptional situations or conditions pertaining to the particular piece of property that the literal or strict application of the Ordinance would create an unnecessary hardship due to size, shape or topography or other extraordinary and exceptional situations or conditions not caused by the variance applicant. • Relief, if granted would not cause a substantial detriment to the public good and surrounding properties. • That the public safety, health, and welfare are secured, and that substantial justice is done. The applicant response: • Please see the letter of appeal. Recommended Conditions: If approved staff recommends following conditions • Install two flo-wells as per site plan received on December 7, 2021. Page 5 of 6 V22-04 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Letter of Appeal Page 6 of 6 V22-04 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Exhibit A (Site Survey, received December 7,2021) WHITE COLUMNS SUBDIVISION (UNIT 213) LOT 227 0 50 100 FT. SCALE: 1"= 50' NOTES: EXISTING CONDITIONS OBSERVED FROM ON-SITE VISIT AND FROM FULTON COUNTY GIS. PATH: S:/SURVEY/2020/2002-154.DGN DRAWING#2021-019 Stone Coping (TYP) 6x6 Ceramic Tile (TYP) 318 Bar 12" OC 1310 ROLLING LINKS DRIVE LOCATED IN LAND LOT 596 2ND DISTRICT, 2ND SECTION FULTON COUNTY, GA DATE: 07/26/2021 SHEET NO. 1 0 o D oti��o \052 99 �h�o N/F GO�.v�N\� QG Qr L �a CHRISTOPHER VEAL &'22� Q �? ANGELA G. VEAL vI PIN: 22'409005960262 g DB. 46131 PG. 69 ♦ &= "PB. 220 PG. 99 V D • ' D. 40 tr N/F ERNEST E. GUILLIAMS & BONNIE B. GUILLIAMS PIN: 22 409005960270 B. 220 PG. 99 PROPOSED Sd1-S 1 SILT FENCE &TREE SAVE FENCE t. 24q D co —9 DRY ELL \ �� • ° . _ e \ -9 � ° .. , ° , ° . , pROP 0 POO E� cn F l/ VVp STORY/ `tT _ 4u W) OD FRAME {� ' BASEMENT cox O Q� b• b j U�1 M SEPTICS^ o �' \ 14 °..' D LINES C_ SS TANK 17' - CO L - — - — - — - — - — - —-—50B.S.L.�I_ \* t —�� PROPOS 35' UNDISTURBED NATURAL BUFFER ° /` PAVER DECK 0 SOIL STABILIZATION PROPOSED ON ALL DISTURBED CONCRETE AREAS `SHELL POOL Ds1 FD -s-21 Ds3 —PROPOSED CONCRETE WASHOUT SED-- - "" RELOCATED SS LOD SEPTIC LINES A PROPOSED FENCE/SWIMMING POOL BARRIER Lr IPS r—XX—X— S69°35'16"W NSF302.92' IPS CC WHITE COLUMNS, LLC. e PIN: 22 425005980548 PB. 220 PG. 99 e EXISTING SITE CONDITION EXHIBIT THROUGH THE PROPERTY OF: AS REQUIRED BY: CHRISTOPHER VEAL & FULTON COUNTY ANGELA G. VEAL FULTON COUNTY Bonding Grid Lugged Pool Safety AlarmNote: Pool Specs: By #8 Copper Wire ' Proposed Concrete Structure All Doors Ajacent To Pool Area Shall Be Equipped With An Audible AlarmThat Activates When Max Length: 34' Ll Inground Swimming Pool The Door is Opened In Compliance With Intemaional Building Code, Section 3109.4.1.8 (1) Junction Box Max Width: 17' Conduit Pnuematically Applied Concrete 4000 PSI Low Voltage LED Lighting No Bonding Required Pebble Interior Surface Structure Details NTS -Hain Drains- VGB Compliant Main Drains Installed in Deep Portion Of Pool #8 Copper Wire #3 Rebar on 12" O.C.E.W Bonding Grid NTS Aquablue Pools 410 Dunscore Ct Roswell, GA 24 Hour Contact Rick McDermott (404)384-1547 Stone CopingDepth: Per Flow Well (24 inches Diameter, 24 inches Tall) Thickness of Gravel Below 3'6" x 6' Well ------ ------------�,v 1Line-_______________ 30' 30' ______ Pebble Tec O Perimeter: 108 12 2�0 350 500 18 Interior Finish 24 1 Surface: 612 TURBIDITY CURTAIN 4—shed stone pod located at the <anstruclion site .,it to porde a place fa ramoxing mud Iron tiros Vw by protecting p.W treal.. Color TBD A floating or staked barrier installed within the water (it may also be referred to as o floating boom, silt barrier, or silt curtain). Pool Equipment: #3 " Rebar 12" OC n ARn rr (� A9ATAIla IDm 4[aNG) J(, rip The practice of stripping off the more ferti , soil, storing it, then spreading it over the disturbed area after completion of _ S l Each Way Entry Steps Shotcrete Shell VGB Compliant IM Pump: 1.5 Jand TYP 4000 PSI @ 28 Day Cure Drain 0 Filter: CV 540 Cartridge Pool Cross Section NTS vvLJ �••� WATERWAYr STOR/AWATER CON4EYANCE Sanitation: Salt Rope and Float - Section 811.1 2018 International Swimming Pool and Spa Code Sunshelf Entry Steps Retur TYP Drains ISPSC 310.1 Suction Entrapment avoidance for aquatic vessels shall be provided in accordance with APSP 7 1&10 / / Skimmer TYP LIMIT OF DISTURBANCE AREA: 0.1701 Acres7,408 SQ. FT.) DISTURBED AREA: 0.0430 Acres (1,250 SQ. F .) Zoning: PRD Total Site Acreage: 1.0121 Acres (44,087 SQ. FT.) Existing Lot Coverage: 11,108 SQ. FT. Proposed Lot Coverage: 1,264 SQ. FT. Total Lot Coverage: 12,372 SQ. FT. Proposed Impervious Area: 28% LED Lights TYP Lighting: 3 LED Cleaner: Polaris 280 Drain: (4) VGB Compliant All Pump Motors And Light Fixtures To Be GFCI Protected Skimmer: 2w/ 2" Pipe Return: 4-12" Pi e Spa Equipment: Pump: 1.5 Jand Continuous Bonding Grid Air Blower: 1.5 Polaris Connected To Steel Cage and Lighting: 1 LED Grounding Rod At Pool Equipment Equipotential Bonding Grid In Accordance With Sectio 680.26 Of National Electrical Code Vapor Retardant Pool Cover To Be Utilized When Pool Is Not In Use 2015 IECC (International Energy/ Section R 403.10.4) w what's below. Call before you d Heater: Jand JXI Series Drain: 2 VGB Compliant Filtration And Jets: 8 wl 2" Pipe Circulation EQ (Location NTS) Structure: Steel: # 3 @ 12" O.C.E.W. GFCI Outlet Installed At Gunite: Min 4000 PSI Equipment Panel Coping: Stone (TYP) Tile: 6 x 6 Ceramic Interior: Pebble Backflow Device Installed At Outside Spigot Section Overflow Weir To Daylight Drain To Low Area Of Property As To Follow Natural Drainage Of Property Filtration* To Be Performed By Cartridge Type System All Pump Motors And Light Fixtures To Be GFCI Protected TerraMark Land Surveying, Inc. 1396 Belts Ferry Road '., Marietta, Georgia 30066 TerraMark www. TerraMarkcom Prose ss;ono; Land sOrYey;n9 (P) (770) 42 1- 1927 NOTES: * All Zoning Buffers, Access Easements, And Drainage Easements Are Noted On This Site Plan No Waters Of The State Are Present Within 200 Ft of Property * ARC Approval Is Required Within 2000 Ft Of the Chattahoochee River Coridor Proposed Concrete Structure Inground Swimming Pool Filtration To Be PerfFi med By Cartridge Type lter VGB Compliant Main Drains Installed In Deep Portion Of Pool Notes: 1. Use trencher (I.E. Ditch Which) to cut a 4"-5" W x 16" D trench along drip line Qimit of clearing) antl backfill with sand antl ligghtly comnpact. 2. Space stakes at intervals sufficient to maintain .1 fencing out of drip line or as shown by engineer (set stakes no greater than 6 feet on center-rebar is not IO be used far stakes . F.F verflow Wier To Daylight Drain To Low Area 3. Maintain fence tis repairing and/or replacing damaged fence. Do not roperty As To Follow Natural Drainage Pattern remove fencing poor to landscaping operations. 4. Do not store or stack materials, equipment, or vehicles within fenced area. 5. Fence shall be orange vinyl "Snow fence" 4' high minimum. Backflow Device To Be Installed At Outside Spigot Removal Or Encroachment Into Critical Root Zone (CRZ) Of Any Soecimen Tree Requires Prior Approval. Contact The City Of Milton To Determine If a Pre -Construction Meeting is Required Prior To Any Land Disturbance No Specimen Tree Will Be Impacted In The Process Of This Project Erosion Control Measures Shall Be In Place Prior To Any Land Disturbance And Maintained For The Druation Of The Proposed Project A Construction Entrance Shall Be Installed Prior To Start Of Project And Maintained Until Project Completion All Doors Adjacent To Pool Area Shall Be Equipped With An Audible Alarm That Activates When The Door Is Opened In Comliance With International Building Code Section 3109.4.1.8 (1) Permanent Barier Fenceing Is Required For All Pools In The City. Fence Design Shall Not Produce "A Ladder Effect" As To Not Allow Unauthorized Access ACCORDING TO THE "FIRM" (FLOOD INSURANCE RATE MAP) OF FULTON COUNTY, GEORGIA PANEL NUMBER 13121c0014G), DATED JUNE 18,2020; A PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BASED ON THE EXISTING SITE CONDITIONS IF DEEMED NECESSARY BY THE ON-SITE INSPECTOR. Area of Impervious Surface in Square Feet Which Can be Treated Per Flow Well (24 inches Diameter, 24 inches Tall) Thickness of Gravel Below Width of Gravel Around Well Well (inches) (inches) " O 12 18 24 12 2�0 350 500 18 230 400 575 24 1 310 450 650 1) Excavate 10' x 20' pit to a minimum of 1' deep 2) Install silt fence along surface downgrade 3) Washout area for chutes, tools, hoppers, and wheels. discharge from hoppers and drums are NOT allowed in this area. 4) A separate Roll -off container may be used for concrete as applicable 6) This area is NOT forfuel storage or refueling machinery 6) Contractor is responsible to note where they may be performing re -filling activities. It will be the responsibility of the contractor to ensure that correct BMPs are in place in any area that refueling occuB Existing Grade Fill with deep stone rip rap \ for truckti tiro wash Line bottom and sides of pit with filter fabric Concrete Washout Area Not to Scale VICINITY MAP d SITE NNb ave V t Ham," t , i STRUCTURAL PRACTICES CODE PRACTICE DETAIL SYMBO DESCRIPTION GOOGLE IMAGE DATED 1210912020 Sf TEMPORARY CRO SINO =my" i%. m= qe Stitt O res, A temporary bridge or culvert -type structure protecting a stream or watercollr: from damage by crossing construction equipment. St STOTLET N WET PROTECTION " O A paved or short section of riprop channel at the outlet of a storm drops tem preventing erosion from the concentrated runoff. DU SURFACE ROUGHENING i � V A rough soil surface with horizontal depressions on a contour or slopes left in roughened condition after grading. TC TURBIDITY CURTAIN 4—shed stone pod located at the <anstruclion site .,it to porde a place fa ramoxing mud Iron tiros Vw by protecting p.W treal.. 0 A floating or staked barrier installed within the water (it may also be referred to as o floating boom, silt barrier, or silt curtain). Tp TOPSOILING n ARn rr (� A9ATAIla IDm 4[aNG) J(, rip The practice of stripping off the more ferti , soil, storing it, then spreading it over the disturbed area after completion of _ S l SEDIMENT BARRIER — IM construction activities. Tf TREE PROTECTION 0 �� As to arDsa To protect activity trees from injury durim construction activity. vvLJ �••� WATERWAYr STOR/AWATER CON4EYANCE R*, {•"•:= . '' / y �tv� se Paved or vegetative water outlets for diversions, terraces. berms, dikes or similar structures. _ -�� ( Rd ROCK FILTER DAN r 1 II A permanent or temporary stone filter dam installed across small streams or dralnagewoys. R$ RETAINING WALL •� • M B. A wall installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special WASTAL aA[Planting sr K NTN _„xaAtr ua•, �l Cs .� design. Rt RETRO FITT04G 4—shed stone pod located at the <anstruclion site .,it to porde a place fa ramoxing mud Iron tiros Vw by protecting p.W treal.. al A device or structure p4oced in front of a permanent stormwoteAr detention pond outlet structure to serve as o temporary sediment 1�... OA&WA Ds2 n ARn rr (� A9ATAIla IDm 4[aNG) DC filter. _ S l SEDIMENT BARRIER — IM A barrier to prevent sedment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a sit fence. Sd2 IriET SEgMENT TRAP "• �•• aSn's NEA sTAa aAnoN (smBaHal n Impoun ng area createdy excovo Ing around o storm drain drop Inlet. The excavated area will be filled and stabilized on ! i f construction ivi ' Jd3 :i3 TEMPORARY SEDIMENT SEDIMENT BASINy F I c se A basin created by excavation or a dam across o waterway. The surface water runoff is temporarily stored allowing the bulk of the _ -�� ® Contrding surface and air movement of ..'raw construction site, roadways and similar sites. Fr sediment to drop out. Sd4 TEMPORARY SEDIMENT TRAP 1-C Substance formulated to assist in the solidsseparation of suspended particles in solution. A small temporary pond that drains a disturbed area so that sediment can settle out. The principle feature distinguishing a temporary sediment trap from a temporary sediment basin Is the lack of a pipe or riser. S k FLOATINGfr SURFACE suRFACE SKIMMEP. $oleoRock atm baskets a areod- into position fo ming a lboreg tmat.... oA. buoyant device that releases/drains water from the surface of sediment ponds, traps, or basins of a controlled rate of flaw. S 0 SEEP BEPN a Q 0 NNN VV MI Linear control device constructed as a diversion perpendicular to the direction of runoff to enhance dissipation and infiltration, while creating multiple sedimentation chamber with the employment of ktt�mediote ddres- .Go gle Outdoor Swimming Pool: An.indoor Swlmmingg Pool, Inoludinpp An In,-ro d, Above Ground, Or On Ground Pool, Hot Tub Or $pa Shall Be Providad NthABarde Which $hall Comply With The Following: (20181SPS Section 305.21 MEN THE SPACING BETWEEN THE TOPS OF THE HOFuWNTAL MEMBER$ EXCEEDS 417 THEN THEY MAY BE LOCATED ON ETHER WE OF THE FENCE. THESPACING BETWEEN VERTCA. MEMBERS MAY HOT EXCEED 3 RELEABE MECN..M ----- Is GNFOOLSMOF FENCE AND X MNIMUM BELOW TOP OF FENCE, SPACNGOFANY S%18 GA FOST MEMBERSWITHNIr S�B•Ia GA tHCNkT mLATCHSHMLL NOT ExcEED roc "ns, FENCEANEO GRADE rMY NOT— cEEDz Oil 5 -METAL ESTATE FENCE DETAIL lila) Shape Anal Grade Toward Inlet If Rise,With Grate Inlet Surface Flow Nil Be Rzoo vLd Compacted Ba kfill 9" PVC FromDrdirege Area Sloping Setvreerl 18ir5% Drdi,Iage Fdbdt Minimum 12" - - Existing Earth Maximum 24" - 0 5 __ ':.. O O 'i washed n57 Minimum l2"{ -- Stone Maximum 24" - - 29" Diamtr no well Design Steps: 1. Review potential areas for drywall locations. Water can either flow overfand, entering the top of the well, or water can be piped to the seepage barrel in a PVC drain pipe. Avoid areas wahin 10 feet of a building foundation, near slopes, near septic lines, or other utilities, or public right of way. 2. Note the overflow point as designed. Confirm the overflow point will not channel flow onto a neighboring property and that the location is at least 10 feet from th e property me. 3. Obtain manufacturer's specifications and details for dry well. Construction Steps: 1. Ca11811 for a utility locate before you dig. 2. Dig hole to the requrad depth, diameter, and width. 3. Roughen the excavated surface soil and avoid compacting the botom of the hole. 4. Install 12" to 24" of #57 washed stone. Compact the Slone. Place the tank and install the riser. Check the elevation to Confirm that the grate will belground level. 5. If water will be piped to the dry well, install the PVC drain pipe into the seepage banal, following the M anufacturers recommendations. 6. Test the system with water to confine gravity flow, and stoutness of connections. VEGETATIVE PRACTICES CODE PRACTICE I DETAIL SYMBO DESCRIPTION Bf xsrG sat - AJ Strip ce -disturbed 1s for agina vegetation, g ion su vegetation m enhanced or restored vegetation the reestablishment of vegetation slsroundelg an area of disturbance or bordering streams. Ch CS WASTAL aA[Planting sr K NTN _„xaAtr ua•, �l Cs vegetation on dunes that are denude d. atifkidly constructed, or re -nourished. ...h. Exa Ds1 AREA aiAakl 40 (win Mncee; aEv1 4—shed stone pod located at the <anstruclion site .,it to porde a place fa ramoxing mud Iron tiros Vw by protecting p.W treal.. Dal Establishing temporary protection for distubed meas where seedlings may not hove a suitable growing s. to produce an erosion retarding $over. 1�... OA&WA Ds2 n ARn rr (� A9ATAIla IDm 4[aNG) DC ® Establishing a temporary vegetative cove with rust growing seedlings ings distorted r DrEO3. DS3 asnneLo AArA sTAmurAna (NTH arra SEmaIc1 @ �� Df3 Establishing a permanent vegetative cover such as trees, shrubs, vine,, grosses, a legumes on Nsturbed meas. �//QQQ Oso a aSn's NEA sTAa aAnoN (smBaHal TEIFLpMY DDw1DRANattic $IRIICTURE r5;-41 hi permanent vegetative cover using noes o highly woclolol ar critically eroded lands. n A flaxble conduit of heavy-duty fabric or materiel designed to sandy conduct surface rlwrafl down dope. This is temporor• and inexpens:Ye. DU DusT wHlsaLGpo p,a*gggp ,K,W _ -�� ® Contrding surface and air movement of ..'raw construction site, roadways and similar sites. Fr FILTER RING rs o '= =- 1-C Substance formulated to assist in the solidsseparation of suspended particles in solution. I-% asT.aL¢ai'"xar .5b (uBua Foo woruno%) $oleoRock atm baskets a areod- into position fo ming a lboreg tmat.... Sb fie use of readily a ,noble native plant moterids to maintain and enhance st'.mbonks, m to prevent, or restore and I repair ,,It streambank erosion problems. SS aaFE streuuna - _- _ 0 A protective covering used to prevent —I. and establish temporarym permanent vegelotwn an steep $apes, share lines, or channels. Tac TAOORDE AID ORDERS /' �y 4d•.37�C\ ` A Tac Substance used to onchor strove or hoy —I h b the or material to r her organic bind together. STRUCTURAL PRACTICES CODE PRACTICE I DETAIL SYMBO DESCRIPTION Cd O air, - A Mndl t-,1, y k" it dam constructed acraae a seals, 6a m ge ditch m mea of <oncenGaled Mw. Ch $TABUZFATON4 - _- -y r Improving, crostructng m stabilizing on orm chonnd e1-9 eU . ondill,. CO ...h. Exa O`J \`(' s.•H 4—shed stone pod located at the <anstruclion site .,it to porde a place fa ramoxing mud Iron tiros Vw by protecting p.W treal.. Cr CONSTRUCBa ROAD STABtIZAT10N 1�... A vavesayructio cansbuckid as parts o construction plan inducting access roods, subdiAsh'. roods• parking ores and other an -site vehicle transportation routes. DC s1NENI $VERS$ CHANNEL A temporary channel constructed to convey Bow around a construction site while a prmanent structure C being aoxsVUcled. alrRSDN �//QQQ An anti Channel a oke located 1, below, or across a slope to divert —off. This may be o t—parory or permanent structure. Dint TEIFLpMY DDw1DRANattic $IRIICTURE T A flaxble conduit of heavy-duty fabric or materiel designed to sandy conduct surface rlwrafl down dope. This is temporor• and inexpens:Ye. Dn2 PERMANENT DONIDRAN s11s CTURE A paved chute. pipe, sectgrM conduit or smaor malarial designed to sefay eana,et ,unlace nnofl down o slope. Fr FILTER RING A tempencry stone barrier constructed al storm dran inlets and pad outlets. Ga Goa $oleoRock atm baskets a areod- into position fo ming a lboreg tmat.... Gf STABUZATION STRUCTUREl/A' Q QS Permanent awcturoa nalMed to protect <haa ale a wotanoye .tire other lee the yaps would be sumaent for the evnng w lr to farm guiles. LV O LE -1 51rpEA0ER T A $trustors s comeertr.l. lana file. d Dow of wafer into less erosive shell Raw. This shw10 be consWcted My an undistuAeO :oar Page 1 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 PETITION NUMBER: V22-05 PROPERTY INFORMATION 560 Glen Hampton Drive DISTRICT, LAND LOT 2/ 525 OVERLAY DISTRICT Rural Milton EXISTING ZONING AG-1 ACRES 1.19 EXISTING USE Residential FUTURE LAND USE DESIGNATION Agricultural, Equestrian, Estate Residential REQUESTED VARIANCE: • To allow a pool, pool deck and a fire pit to encroach into 75-foot impervious setback (Section 20-426(2)). Based on the newly adopted version of Stream Buffer Ordinance on December 6, 2021, this variance is not required. Section 20-383 (c) of new Ordinance (see EXHIBIT B). Therefore, staff recommends withdrawal. PETITIONER/OWNER Jeff and Stephanie Huffman ADDRESS 560 Glen Hampton Drive Milton, GA 30004 REPRESENTATIVE Rick McDermott ADDRESS 710 Dunscore Court Roswell, GA 30075 Page 2 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Page 3 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 COMMUNITY DEVELOPMENT STAFF ANALYSIS STAFF CONTACT: Shubha Jangam 678.242.2539 Background: The site is a 1.19-acre lot on the south side of Glen Hampton Drive in White Columns subdivision. The property is zoned AG-1 and is located in the Rural Milton Overlay District. Per section 20-426(1) a 50-foot undisturbed stream buffer shall be maintained on both sides of the creek from the point of wrested vegetation. And per Section 20-426(2) an additional 25-foot setback shall be required where impervious surface is prohibited and grading, or filling shall be minimized. The property has a creek in the rear of the house as shown in Exhibit A. The applicant proposes a pool, pool deck, and a fire pit which are outside the 50-foot stream buffer but encroaching the required 75-foot impervious setback. Therefore, this variance is requested. As can be seen on the site plan approximately 50% of the proposed project is in the impervious setback. The applicant proposes three dry-wells to control the water quality of the run off. DESIGN REVIEW BOARD (DRB) COURTESY REVIEW: On January 4, 2022, the DRB met and had the following comments: • DRB recommends approval of the variance. Page 4 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Standards for Consideration: The approval of a variance is based on the following consideration(s): • Relief, if granted would not offend the spirit or intent of the Ordinance. • There are such extraordinary and exceptional situations or conditions pertaining to the particular piece of property that the literal or strict application of the Ordinance would create an unnecessary hardship due to size, shape or topography or other extraordinary and exceptional situations or conditions not caused by the variance applicant. • Relief, if granted would not cause a substantial detriment to the public good and surrounding properties. • That the public safety, health, and welfare are secured, and that substantial justice is done. The applicant response: • Please see the letter of appeal. Recommended Conditions: If approved staff recommends following conditions • Install three flo-wells as per site plan received on December 7, 2021. Page 5 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Letter of Appeal Page 6 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Exhibit A (Site Plan, received on December 7, 2021) Page 7 of 7 V22-05 - Prepared for the Board of Zoning Appeals Meeting on January 18, 2022 Exhibit B (Text Amendment to Stream Buffer Ordinance ) WHITE COLUMNS UNIT 1, BLOCK B LOT 19 0 50 100 FT. SCALE: 1"= 50' \ 6�r1D`cV Oy J .off �00� I \00 \Q ,-Q \PF CrnaA A n'� E \ `20. JVJ 1HG� fD� ON �so�A J �O 9�L9a �Ls �O �Q- �o �s _ STO�LF�* 7dyj2AS 9 9�s��gti X0_`9 m P.O.B. S2 1 °54'52"W A=9.52 0 �%, Q _ \ R- 422.00 3�g 52 CH=9.52' J VO //t.t� AZ .I4 560 GLEN HAMPTON DRIVE EXISTING SITE CONDITION EXHIBIT THROUGH THE PROPERTY OF: TerraMark Land Surveying, Inc. LOCATED IN LAND LOT 525 AS REQUIRED BY: JEFFREY E HUFFMAN & 9396 Bells Ferry Road NOTES: EXISTING CONDITIONS OBSERVED FROM 2ND DISTRICT, 2ND SECTION STEPHANIE M. HUFFMAN Marietta, Georgia 30066 ON-SITE VISIT AND FROM FULTON COUNTY GIS. FULTON COUNTY, GA FULTON COUNTY FULTON COUNTY TerraMark www. TerraMark.com DATE: 09/03/2021 SHEET NO. 1 TAX PARCEL # 22 424105250571 Proress'o"a' a s (P) (770) 429-9927 PATH: S:/SURVEY/2020/2020-154.DGN DRAWING#2021-026 Stone Coping (TYP) 6x6 Ceramic Tile (TYP) 318 Bar 12" OC Bonding Grid LuggedPool Safety AlarmNote: Pool Specs: By #8 Copper Wire * Proposed Concrete Structure All Doors Ajacent To Pool Area Shall Be Equipped With An Audible AlarmThat Activates When Max Length: 38' Ll Inground Swimming Pool The Door is Opened In Compliance With International Building Code, Section 3109.4.1.8 (1) Junction Box Max Width: 18' Conduit Pnuematically Applied Concrete 4000 PSI Low Voltage LED Lighting No Bonding Required Pebble Interior Surface Structure Details NTS -thin Drains- VGB Compliant Main Drains Installed in Deep Portion Of Pool #8 Copper Wire #3 Rebar on 12" O.C.E.W ponding Grid NTS Aquablue Pools 410 Dunscore Ct Roswell, GA 24 Hour Contact Rick McDermott (404)384-1547 Stone Coping Per Flow Well (24 inches Diameter, 24 inches Tall) Thickness of Gravel Below Depth: 3.5' X 6' Well ___________________wale, Lane-_______________ 30' 30' ________ 17 Pebble Tec O Perimeter: 98 12 250 350 500 18 Interior Finish 24 Surface: 539 TURBIDITY CURTAIN limmonombEho1wrat Color TBD A floating orstaked barrier installed within the water (it may also be referred to as o floating boom, silt barrier, or silt curtain). Pool Equipment: #3 "Rebar 12" OC n AI(w Aawsw N mtP YMONS) J(� Tp The practice of stripping off the more fertile soil, storing it, then spreading it over the disturbed area after completion of construction activities. oTREEr Tf Each Way Entry Steps Shotcrete Shell VGB Compliant . � Isere wee rse.a Pump: 1.5 Jand TYP 4000 PSI @ 28 Day Cure Drain ;Irk%,-' : r.. ' Filter: CV 540 Cartridge Pool Cross Section NTS h permanent vegetative cover Usingdedll Was or highly eroepble a Critically a paled lands. Sanitation: Salt Entry Steps LED Ligh TYP Rope and Float Section 811.1 2018 Internation Swimming Pool and Spa Code ZONING & SITE CALCULATIONS Lighting: 3 LED Cleaner: Polaris 280 Drain: (4) VGB Compliant All Pump Motors And Light Fixtures To Be GFCI Protected Skimmer: 2w/ 2" Pipe Return: 4w/ 2" Pipe Spa Equipment: Pump: 1.5 Jand Continuous Bonding Grid Air Blower: 1.5 Polaris Connected To Steel Cage and Lighting: 1 LED Grounding Rod At Pool Equipment Drains ISPSC 310.1 Suction Entrapment avoidance for aquatic vessels shall be provided in accordance with APSP 7 Equipotential Bonding Grid In Accordance With Sectio 680.26 Of National Electrical Code Vapor Retardant Pool Cover To Be Utilized When Pool Is Not In Use 2015 IECC (International Energy/ Section R 403.10.4) ZONING: AG -1 TOTAL SITE ACREAGE: 1.1938 Acres (52,003 SQ. FT.) EXISTING LOT COVERAGE: 7,107 SQ. FT. PROPOSED LOT COVERAGE: 1,502 SQ. FT. (704 SQ. FT. INSIDE SETBACK) TOTAL LOT COVERAGE: 8,609 SQ. FT. PROPOSED IMPERVIOUS AREA: 17% w what's below. Call before you Heater: Jand JXI Series Drain: 2 VGB Compliant Filtration And Jets: 8 w/ 2" Pipe Circulation EQ (Location NTS) Structure: Steel: # 3 @ 12" O.C.E.W. GFCI Outlet Installed At Gunite: Min 4000 PSI Equipment Panel Coping: Stone (TYP) Tile: 6 x 6 Ceramic Interior: Pebble * Backflow Device Installed At Outside Spigot Section * Overflow Weir To Daylight Drain To Low Area Of Property As To Follow Natural Drainage Of Property * Filtration* To Be Performed By Cartridge Type System All Pump Motors And Light Fixtures To Be GFCI Protected Area of Impervious Surface in Square Feet Which Can be Treate Per Flow Well (24 inches Diameter, 24 inches Tall) Thickness of Gravel Below Width of Gravel Around Well Well (inches) (inches) d r, O 12 18 24 12 250 350 500 18 280 400 575 24 310 450 650 NOTES: All Zoning Buffers, Access Easements, And Drainage Easements Are Noted On This Site Plan No Waters Of The State Are Present Within 200 Ft of Property ARC Approval Is Required Within 2000 Ft Of the Chattahoochee River Coridor Proposed Concrete Structure Inground Swimming Pool Filtration To Be Pertormed By Cartridge Type Filter VGB Compliant Main Drains Installed In Deep Portion Of Pool Notes: 1. Use trencher (I.E. Ditch Which) to cut a 4"-5' W x 16" D trench along drip line (limit of clearing) and backfill with sand and ligghtly comnpact. 2. Space stakes at intervals sufficient to maintain alftanning out of drip line or as shown by engineer (set stakes no greater than 6 feet on center -debar Overflow Wier To Da lir ht Drain To Low Area is not to be used for stakes). y 9 3. Maintain fence , repairing and/or replacing damaged fence. Do not OF Property A5 To Follow Natural Drainage Pattern remove fencing pnor to landscaping operations. 4. Do not store or stack materials, e,ulpmen4 or vehicles within fenced area. 5. Fence shall be orange vinyl "Snow fence" 4' high minimum. Backflow Device To Be Installed At Outside Spigot Removal Or Encroachment Into Critical Root Zone (CRZ) Of Any Specimen Tree Requires Prior Approval. Contact The City Of Milton To Determine If a Pre -Construction Meeting is Required Prior To Any Land Disturbance No Specimen Tree Will Be Impacted In The Process Of This Project Erosion Control Measures Shall Be In Place Prior To Any Land Disturbance And Maintained For The Druation Of The Proposed Project A Construction Entrance Shall Be Installed Prior To Start Of Project And Maintained Until Project Completion All Doors Adjacent To Pool Area Shall Be Equipped With An Audible Alarm That Activates When The Door Is Opened In Comliance With International Building Code Section 3109.4.1.8 (1) Permanent Barier Fenceing Is Required For All Pools In The City. Fence Design Shall Not Produce "A Ladder Effect" As To Not Allow Unauthorized Access Silt Fence Type C Isdeview a r� ash Po.,t a N„ Front View _am.x _ waddC mal�.oa ."9) Is'NotesPU 11 Ih, aei'l p�.ame �eo . 1) Excavate lex 20' pit to a minimum of 1' deep 2) Install slit fence along surface downgrade 3) Washout area for chutes, tools, hoppers, and wheels. discharge from hoppers and drums are NOT allowed In this area. 4) A separate Rolloff container may be used for concrete as applicable 5) This area is NOT for fuel storage or refueling machinery 6) Contractor is responsible to note where they may be performing re -filling activities. It will be the responsibility of the contractor to ensure that correct BMPs are In place In any area that refueling occurs Existing Grade Fill with 6" deep stone alp rap \ for track fire wash Line bottom and sides of pit with filter fabric Concrete Washout Area Not to Scale VICINITY MAP v SITE v Go gle GOOGLE IMAGE DATED 12/0912020 STRUCTURAL PRACTICES CODE PRACTICE I DETAIL SYMBO MAP d DESCRIPTION $f TEMPORARY CROS9A G =mf" i% q f 411tt 0A \ � temporary bridge or culvert–type structure protecting a stream or watercourse from damage by crossing construction equipment, St STORMDRAIN OUTLET PROTECTION d r, O A paved or short section of riprop channel at the ouUet of a storm drops tem preventing erosion from the concentrated runoff. SU o SURFACE ROUGHENING • Planting vegetation on dunes that are denude or60cidly constructed, or rB-nourished. A rough soil surface with horizontal depressions on a contour or slopes left in a roughened condition after grading. Q) TURBIDITY CURTAIN limmonombEho1wrat Rw A floating orstaked barrier installed within the water (it may also be referred to as o floating boom, silt barrier, or silt curtain). Tp TOPSOIUNG n AI(w Aawsw N mtP YMONS) J(� Tp The practice of stripping off the more fertile soil, storing it, then spreading it over the disturbed area after completion of construction activities. oTREEr Tf PROTECTION 0 . � Isere wee rse.a To protect desirable trees from injury during construction ociivity. Establishing o permanent vegetative cover such as trees, Shrubs, vines, grosses, Or on disturbed areas. WATERWAY OR STORMwATER CONVEYANCE ;Irk%,-' : r.. ' Dn1 Paved or vegetative water outlets for diversions, terraces, berms, dikes or similar structures. h permanent vegetative cover Usingdedll Was or highly eroepble a Critically a paled lands. Rd ROCK FILTER / 1 A permanent or temporary stone liter dam installed across small streams or _4V DAM undisturbed eumith vegetation, Strip enhanced the resod ar restored a "St ion�egsutbn ar the reeataMishment of vegetation auroundelq an are- of disturbance or bordering streams. I drainageways. Re RETAINING • Planting vegetation on dunes that are denude or60cidly constructed, or rB-nourished. A wall installed to stobli2e cut and fill slopes where maximum permissible slopes are not D51 WALL w Rw obtainable. Each situation will require special I OASW. DS2 n AI(w Aawsw N mtP YMONS) w design. Rt RETRO aetL.l9Eo ATEA srAe uuTXa tin Kew seal R, A device or structure placed in front of a permanent stormwater detention pond outlet Establishing o permanent vegetative cover such as trees, Shrubs, vines, grosses, Or on disturbed areas. nTTNG asewmtD ARCA sTAaLDING) (SODMC) Dn1 structure to serve as o temporary sediment h permanent vegetative cover Usingdedll Was or highly eroepble a Critically a paled lands. aDurr Du wesul (iter. Sd� SEDIMENT BARRIER – Fr A barrier to prevent moment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and '= =Z Subslana formulated to assist it the solids/nguid separation of suspended particles N solution. T" poles, gravel. or a sit fence. Sd2 INLETTRAP SEDIMENT : �.; An Ind a Ing area creat y excavating around o storm drain drop Intel. The be filled sLOFE steeurAnoN �� 0 A protective cowing used to prevent codon and establish temporary ar permenent vegetation on steep slopes, shore lines, or channels. excavated area will and stabilized an T S MD amombind Tac J:t stance used to anthar straw or hay l'. by causing the organic material to tagethes. I i f i n QCtiAtieS. Sd3 o TEMPORARY SEDIMENT I tis e A basin created by excavation or a dom across o waterway. The surface water runoff temporarily stored allowing the bulk of the y OAMI sediment to drop out, A small temporary pond that drains a $d4 TEMPORARY SEDIMENT T disturbed area so that sediment can settle out. The principle feature distinguishing a temporary sediment trap from a temporary sediment bosin Is the lack of a pipe or riser. $k FLOATING SURFACE (31— A buoyant device that releases/drains water from the surface of sediment ponds, traps, or SKIMMER e� basins of a controlled rote of flow, $pl) SEES' BERM ills" Q Linear control device constructed os a diversion perpendicular to the direction of to dissipation infiltration, is qt runoff enhance and while creating multiple sedimentation chamber V 1 NN V with the employment of intermediate dices_ --moor Swimming pool: An Outdoor S-Inrun aa Pool, Includlnpp An In -Gro d, Above Ground, Or On Ground Pool, Hot Tub Or Spa Shall Be Provitletl With A Barrie Which Shall Comply With The Following: (20181SPS Section 305.2) WHEN THE SP -WG BETWEEN THE TOPS OF THEHM WA. MEMBERS EXCEEDS4S THEN THEY AAV BE LOCATED ON EITHER Sioc ce THE FENCE. THE SPACING BEInENYERTICAL MEMBERS MNY NOTEXCEED 3 Sib' RELEASE MECHANISM ----- IS ON POOL SIDE OF FENCE AND I' MINIMUM BELOW TOP OF FENCE. SCACINGOFANY I-RIGAROST MEMSERSWITH 1n Bre 'te (A PICKET OFIATCHSNALL NOT "CEEO -ac se'ma,aum Bar cLos«oANo W CMNG AND OPENS AAV FROM 1 i �: I J L I 1?•MN SPACINGBETWEEII BOTTOM LESSTHAN aaN MEMBE ;�� Drain( BETWEEN VERTIcu MEMBERS !-� DEPTH FENCE F.GRADE IMVNm— EEOS (a) 5,vErAL ESTATEFENCEDETAIL INTs) Shape Final Grade Toward Inlet If Riser With Grate Inlet Surface Flow Will Be Received Compacted Backfill 4" PVC From Drainage Area Sloping Between 1%-5% Mm mum 12" Existing Earth MaXmum 24" Q , _ ., �..�. WasrNa tin Minimum l2" Maximum 24" - - 24" Diamter .. .T.. *. .* Flow Well Design Steps 1. Review potential areas for drywell locations. Water can either flow ovedand, entering the tap of the well, or water can be piped to the seepage bane) wear PVC drain pipe. Avoid areas within 10 feet of a building foundation, near slopes, near septic lines, or other utilities, or public sight of way. 2. Note the overflow Doint as designed. Confirm the overflow pointwill not channel flow onto a neighboring properly and that the location is at least 10 feet from the property line. 3. Obtain manufacturer's specifications and details for dry well. Construction Steps: 1. Call 811 far a utility locate before you dig. 2. Dig hole to the requred depth, diameter, and width. 3. Roughen the excavated surface soil and avoid compacting the botom of the hole. 4. Install 12" to 24" of #57 washed stone. compact the stone. Place the tank and install the riser. Check the elevaflon to Confirm that the grate will be at ground level. 5. If water will be piped to the dry well, install the PVC drain pipe into the seepage barrel, following the manufacturer's recommendations. 6. Test the system with water to confirm gravity flow and stoutness of connecflons. VEGETATIVE PRACTICES CODE PRACTICE I DETAIL SYMBO DESCRIPTION Bf _4V AJ undisturbed eumith vegetation, Strip enhanced the resod ar restored a "St ion�egsutbn ar the reeataMishment of vegetation auroundelq an are- of disturbance or bordering streams. Ch OS MAStAI oat! sTAT ,,,raaAAua•, Cs Planting vegetation on dunes that are denude or60cidly constructed, or rB-nourished. CONIMUCTION nnr D51 a5xltem Alae STAMUZATxN (ran Mpprhe aa.T) /�'^�l pal Establishing temporary protection for distu bed areas wh«e seedlings may not hove a aultable growing season to produce an erosion retarding cover. I OASW. DS2 n AI(w Aawsw N mtP YMONS) De Dat Establishing o temporary vegetative cover with fast growing seedings on disturbed areas. DS3 aetL.l9Eo ATEA srAe uuTXa tin Kew seal gi Ds3 Establishing o permanent vegetative cover such as trees, Shrubs, vines, grosses, Or on disturbed areas. DS4 O asewmtD ARCA sTAaLDING) (SODMC) Dn1 ® h permanent vegetative cover Usingdedll Was or highly eroepble a Critically a paled lands. aDurr Du OONTFI ON_ OMPAW AREAS ��~ 1� ® controlling surface and air movement of dust an construction site. roadways and similar sites. A paved chute pipe. sectional conduit or Stroller material designed to safely Conduct surface runoff down o dope. Fr wA' "RMAn TseO '= =Z Subslana formulated to assist it the solids/nguid separation of suspended particles N solution. I -G aSTABIA"BiiA1 Sb M (ulsw Fpr VEGRAIION) • Sh The use of readily avdlrLle native plant malerlds to maintain and enhance std", mks' a to prevent, or restore and re pair Small or, erosion problems. SS sLOFE steeurAnoN - -_ _ 0 A protective cowing used to prevent codon and establish temporary ar permenent vegetation on steep slopes, shore lines, or channels. tEVEI SPREADER T S MD amombind Tac J:t stance used to anthar straw or hay l'. by causing the organic material to tagethes. Tac STRUCTURAL PRACTICES CODE PRACTICE I DETAIL ,MAP DESCRIPTION YMBO - A tensa tSea aadr barrier it dam cners of eO Sae o orale, drainage ditch a Seo of cananMalee Por. Ch sTAIRLIZ'ATON 4 -". _m z�� Improving. eonitrueling a stabilizing on open chom,d. existing stream. « aitch. Co CONIMUCTION nnr \`r A planned stone pod located at the 1. truaim site exit to provide a place for .proving mud from tiro. thereby protecting pubic atree08. Cr O CalSlMlenON STA9J�2 ON I awoy c clas pat 0 A VW Construction Planplan Including access, roods, subdivhlon roods. Dorking areas and other on -Site vehiNe transportation routes. De SINEAM OVERS CHANNEL � A temporary channel constructed to convey flow around a constro,11 site while a P mro mt structure is being aMSWCIea. Di dnaesw pp An earU chonnN er dike Iocote0 aDovp below, Or ecoas o dope to avert ruweff. This may be o temporary ar permanent sVudwu . Dn1 TEIFmMV 0001101"tN+ S A 1CTURE a \ v A fledble conduit of heavy-duty fabric or the, —Wriol designed to softly conduct surf.- runoff dorm a dope. This is tempora• and inespen Dn2 PEDMmENT DOWINDRAIN STRUCTURE A paved chute pipe. sectional conduit or Stroller material designed to safely Conduct surface runoff down o dope. Fr MIER RING A I—orry atone barrier constructed of m atodrain inlets and pond outlet.. Ga F B N Rork filter —el. which areharm-pI.Cea into eltlon /ominq soli atobY¢Ing b Gr srAeI CTURE STNc11IRE 17� 9 Permanent stmcturas Installed to protect channeM « wolanoys where otherwise the slope would be suHklent fa the nmMg ter to fpm gull- LV O tEVEI SPREADER A ter int, l s convert sheet ow. Trld Row of rater elo leas erosive shell low. This Should be carsbucted aNy on tMaturDaO soda.