Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
03-04-2024 Planning Commission Agenda Packet
Sheny SUiiivan A1qyor Co1111ci/ Members Kevin G. Boone Jack Burrell , ACMO Jimmy Conyers Corey Manin lay Rob inson Lisa A. Hanks, MMC CfQ1 Ckrk Kimberly Creech Cio • rrcasurcr I bl No nh section S11eeI P.O. Drawer 4 29 Fairhope . Alabama 36533 25 1-928·2136 251-928-6776 fax www.fa 1rhopeal.go1' 1. 2. 3. 4. City of Fairhope Planning Commission Agenda 5:00 PM Council Chambers March 4, 2024 Call to Order Approval of Minutes • February 5, 2024 Old/New Business • SD 22.05 Battles Trace Ph. 8 -Request of Applicant, Goodwyn Mills Cawood, LLC, for an extension of six months for preliminary plat approval. • Discussion of medical uses Consideration of Agenda Items A. SD 24.01 Public hearing to consider the request of the Applicant, Jade Consulting on behalf of the Owner, Dominion Senior Living of Fairhope, LLC for final plat approval of The Reserve at Fairhope, a 169-unit multiple occupancy project. The property is approximately 16.62 acres and is located on the west side of US Hwy 98 between Volanta Avenue and Dyer Road. PPINS #386193, 386197 B. SD 24.04 Public hearing to consider the request of the Applicant, The Woodlands Group, LLC, acting on behalf of the Owner, FST Oden Property Management and Investments LLC, for Preliminary and Final Plat approval for The Poidevant Subdivision, a 2-lot minor subdivision of Lot Two, Pecan Orchard, Unit One. The property is approximately 0.60 acres and is zoned R-2 -Medium Density Single- Family. The property is located at the southeast corner of Morphy Avenue and County Road 13. PPIN #15191 Sherry Sullivan Mayor Council Members Kevin G. Boone jack Burrell, ACMO limmy Conyers Corey Manin Jay Robinson Lisa A. Hanks, MMC Ciry C!rrk Kimberly Creech Ciry Treasurer I 61 Nonh section Sme1 P.O. Dm,er 42 Q Fairhope, Alabama 36533 251-928 -2136 251 -928-6776 Fax www.fairhopcaJ.gov C. SD 24.05 Public hearing to consider the request of the Applicant, Goodwyn Mills Cawood, acting on behalf of the Owner, Starlight Development, LLC, for Pre liminary Plat approval for The Proper, a 10-unit multiple occupancy project. The property is approximately 1.68 acres and is zoned B-1 -Local Shopping District. The property is located at the southwest corner of Nichols Avenue and Young Street. PPINS #9585,9601,121255,9602,361754 D. SD 24.06 Public hearing to consider the request of the Applicant, Dewberry, acting on behalf of the Owner, Tommy Thomasson et al, for Preliminary Plat approval for Montrose Preserve PUD, Ph. 1, a 3-lot major subdivision. The property is approximately 8.94 acres and is zoned as a PUD -Planned Unit Development. The property is located on the west side of Greeno Road and south of Sibley Street. PPIN #75979 5. Adjourn February 5, 2024 Planning Commission Minutes 1 The Planning Commission met Monday, February 5, 2024, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas; Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager; Michelle Melton, Planner; Chris Williams, City Attorney; and Cindy Beaudreau, Planning Clerk. Absent: Holly MacKellar, Harry Kohler, Clarice Hall-Black Chairman Turner called the meeting to order at 5:03 PM. Approval of the Minutes February 5, 2024: John Worsham made a motion to approve the minutes from the February 5, 2024. Jay Robinson seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. Old/New Business Hunter Simmons, Planning Director, provided an update on a proposed Ordinance to create a Historic Commission which will be presented to City Council on February 15, 2024. This Ordinance would not create any historic preservation districts. As proposed, it would create a commission with CLG status which will open the City up for grants and incentivized opportunities. There are no protections on any property if the ordinance passes as currently proposed. Future designation of property, or districts, would have to be approved by the City Council. • SD 21.23 Overland PUD, Phase 2 – Request of Applicant, S.E. Civil Engineering, for an additional extension of one year for preliminary plat approval. Jay Robinson made a motion to approve the one-year extension for SD 21.23. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. February 5, 2024 Planning Commission Minutes 2 • SD 23.15 Publix at Point Clear – Request of Applicant, Jade Consulting, LLC, for an extension of one year for final plat approval. Erik Cortinas made a motion to approve the one-year extension for SD 23.15. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. • SD 22.02 Rockwell Place MOP – Request of Applicant, Sawgrass Consulting, LLC, for an extension of one year for preliminary plat approval. John Worsham made a motion to approve the one-year extension for SD 22.02. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. • SD 23.31 Rockwell Place - Request of the Applicant, Sawgrass Consulting, LLC, for an extension of one year for final plat approval. John Worsham made a motion to approve the one-year extension for SD 23.31. Jay Robinson seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. Consideration of Agenda Items: UR 24.05 Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 10,998 of LF of aerial fiber cable and 10,423 LF of buried fiber cable in the City ROW at 111 S. Section Street. Summary: Hunter Simmons, Planning and Zoning Director, presented the request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 10,998 LF of aerial fiber cable and 10,423 LF of buried fiber cable in the City ROW at 111 S. Section Street. Staff recommends approval of UR 24.05 subject to the following conditions: 1. A pre -construction meeting shall be held with the City prior to issuance of any permits. 2. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. February 5, 2024 Planning Commission Minutes 3 3. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. 4. An additional right-of-way permit may be required for the potholing procedures. 5. Follow-up activities below required by staff and the applicant: 6. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 7. Provide draft door hanger for approval at time of pre-construction. 8. Approved door hangers shall be in place no later than 7 days prior to construction. 9. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 10. Ensure enough space for proposed work is available within existing easement, if not applicant is responsible for either expanding existing easement or acquiring an additional easement. 11. Applicant shall contact Alabama One Call to locate all existing utilities (750ft max per day). 12. Utilities boxes shall be concentrated near existing boxes. 13. For permitting purposes, applicants shall provide subsurface utility engineering quality-level C, unless otherwise required by the Fairhope Building Department. John Worsham made a motion to approve UR 24.05 with staff recommendations. Rebecca Bryant seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. Executive Session – To discuss pending or potential litigation pursuant to Alabama Code Section 36- 25A-7(a)(3) Attorney Chris Williams made a declaration to move to Executive Session to discuss pending litigation. He does not anticipate any action needed following the Executive Session. Motion: Jay Robinson made a motion to close the public meeting and move to Executive Session. Rebecca Bryant seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. The Commissioners left the dais at 5:12pm. The Commissioners returned to the dais at 5:28pm. Adjournment John Worsham made a motion to adjourn. February 5, 2024 Planning Commission Minutes 4 AYE: Lee Turner; Rebecca Bryant; John Worsham; Jay Robinson; Erik Cortinas NAY: None. Adjourned at 5:29pm. _______________________ ________________________ Lee Turner, Chairman Cindy Beaudreau, Secretary This digital package has been condensed for size and some documents may not contain all the original pages. All submittals were reviewed in full by staff in preparation for the reports prepared for the Planning Commission. SD 24.01 - The Reserve at Fairhope City of Fairhope Planning Commission March 4, 2024 OLIVE AVE JUBILEE TRLN INGLESIDE STGREENO RD NHOYLE AVE DYER RD EVERGREEN STVOLANTA AVE CAUSEWAY STGREENWOOD AVE CEDAR AVE RESERVE LOOP HOLLY DR AUDUBON PL GREENO RD NHOYLE AVE VOLANTA AVE CAUSEWAY STDYER RD VOLANTA AVE RESERVE LOOPAUDUBON PL Road Corporate Limit Parcel Zoning District B-2 HTD PUD R-1 R-2 µ µ Project Name: The Reserve at Fairhope Site Data: 16.62 acres Project Type: 169 Unit Multiple Occupancy Project Jurisdiction: Fairhope Planning Jurisdiction Zoning District: PUD PPIN Number: 386193, 386197 General Location: Southwest corner of the intersection of Greeno Road and Volanta Avenue Surveyor of Record: Jade Consulting LLC Engineer of Record: Jade Consulting LLC Owner / Developer: Dominion Senior Living of Fairhope LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: Mike Jeffries CJ D hie 5 of 10 APPLICATION FOR SUBDMSION PLAT APPROVAL Application Type: D Village Subdivision D Preliminary Plat D Minor Subdivision ~inalPlat D Informal (No Fee) ~ultiple Occupancy Project Attachments: ~ Articles oflncorporation or List all associated investors Date of Application : ________ _ Property Owner / Leaseholder Information Name of Property Owner: Dominion Senior Living of Fairhope, LLC Phone Number: 205-776-6000 Address of Property Owner: _1_2o_o_c_o--=rp_o_ra_te_D_r_iv_e'-, S_te_._2_25 _____________ _ City: Birmingham State: AL Zip: 35242 Proposed Subdivision Name: _T_h_e _R_es_e_rv_es_at_F_a·_,rh_o~pe _______________ _ No. Acres in Plat: 16.62 No. Lots/Units: 2 lots/169 units Parcel No: o&-46-o3-39-o-002-003 .001 & os-46-03-39-0-002-003.004 Current Zoning: _P_u_o _______ _ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fai rhope Name of Authorized Agent: JADE Consulting, LLC Phone Number: 251-928-3443 Address: 208 N. Greeno Rd , Ste. c City: Fairhope State: _A_L ____ _ Zip: _3_65_3_2 __ _ Contact Person: Trey Jinright, 111 , PE Surveyor /Engineer Information Name of Firm: Smith Kolb & Associates Phone Number: 251626-0404 Address: PO Box 7082 ------------------------City: Spanish Fort State: _A_L ____ _ Zip: _3_65_77 ___ _ Contact Person: Hunter Smith , PLS Plat Fee Calculation: Reference: Or dinance 1269 Signatures: I certify that I am the property owner /leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this aLI;PJ ica~ayr ,.-// A ,. - R. Withers Poellnitz (}( fl/ ,Y(J~ -~----~~--------- Property Owner /Leaseholder Printed Name Signature 1//1-//l~ Date / I NA Fairhope Single Tax Corp . (If Applicable) Page 7 of 10 Final Plat Application Checklist* *This checklist is intended for convenience purposes only. Refer to the Subdivision Regulations for a complete list of requirements. 2 Copies of the Plat 2 Sets of As-Builts 1 Copy of the Plat on PDF format on disk Proof of 911 approval of street names 1 Copy of As-Builts on GIS for Water/Sewer Department Water: bacteria tests, pressure test, flow test Sewer: video, pressure test, vacuum test Roads: core samples and test data Electric: street light invoice Financial Guaranty, if applicable (only after 90% complete) Errors and Omission Insurance Maintenance Bond Operations and Maintenance Plan for Storm Water Pond (stand alone document) Street Tree Plan Final Plans and calculations for utility layouts Certificate of County Engineer’s approval for extra-territorial plats Certificate of County Zoning, (must be signed and zoning of property, if any, indicated) Memorandum of Transmittal signed indicating County’s receipt of plat/plans for development being submitted before Planning Commission. Digital and/or video image, reflecting a date and time stamp, of the storm drains Engineer’s Certificate of design conformance. Please note that if your site is located outside the City of Fairhope limits, but in the planning jurisdiction, the County documentation is required and your application will be considered incomplete without the County documentation. 1 SD 24.01 The Reserve – March 4, 2024 Summary of Request: The Applicant, Jade Consulting, LLC, acting on behalf of the Owner, Dominion Senior Living of Fairhope, LLC, is requesting Final Plat approval of The Reserve, a 169-unit Multiple Occupancy Project (MOP). The property is approximately 16.62 acres and is located on the west side of US Hwy 98 between Volanta Avenue and Dyer Road. The property is zoned Planned Unit Development (PUD). Preliminary MOP approval was granted on August 2, 2021, and received a 1-year extension by the Fairhope Planning Commission. Comments: The major infrastructure including utility work, drainage, and the private roads has been installed and completed as well as completion of the vertical buildings. The site is built out with only one amenity area left to complete. The original plan showed a recreation area containing a pickleball court and shuffleboard court. Included in the staff packet is a plan to alter this recreational area by replacing the pickle ball court with a bocce ball court and adding a pavilion to provide shade. PAV ILION, RE : 2&3/LH203 FU R NITU RE LAYOUT, SUBJECT TO CH A NG E <1 SOC IAL /GATHERING SPACE 32-11 £1 . • <1 • BOCCE BALL COURT I WELL) , 4 BOCC E MLL COURT , RE: 1/LH502 -------- 2 SD 24.01 The Reserve – March 4, 2024 Additional Comments: - The landscaping has been reviewed and approved. - The monetary contribution for intersection improvements at Volanta Ave. and Greeno Rd. has been received. - The applicant has provided the invoice for the pedestrian crosswalk signal on Volanta. - The applicant will provide a performance bond for the recreational area. - An easement for sewer has been added from Greeno Rd. ROW towards the lift station as required by the Sewer Department. - An area at the entrance on Hoyle Ave will be repaired prior to the March PC Meeting. Follow‐Up Activities Required the Applicant: • Copy of the recorded MOP Plan • Copy of the recorded O&M Agreement • Maintenance and Guaranty (M&G) Agreement executed by the developer – this document is not considered fully executed until the Mayor signs said agreement. • Remember to include the instrument # from the recorded plat. • Please include 30 days in paragraph 3. • Subdivision Performance Bond and Agreement executed by the developer. Staff Recommendation: Approve with conditions: 1. Completion of the follow up activities. 2. A replat is completed creating one lot. SI OEWAIJ( CON NECTION It .. i~ I 1U 1• ----.-.;,.-; iit.~ -~ -----~----................ ~ ...,...... I ~ ~ LEGEND PROPOSEO ASPHALT PAVEMENT ~ . . PROPOSEO PERMEABLE PAVEMENT PROl'OSEO U GKT DUTY CONCRETE (BROOM FI NISH ) JINRIGHT & ASSOCIATES DEVELOPMENT EN GINEER S 20ll o.aa,, 11..i ~ . Sle. C F'alllq,t.Alot.u 36S32 ./ /"I PROl'OSED WET' Sl"ORHWATER IWIAGa-,ENT /Jll;fA SIGN NOTES : PROPOSED MONUMENT SIGNS SMAL L MEET TliE CITY OF FAIRHOPE SIGN ORDINANC£. PROPOSED HEAVY DVTY CONCRElc (BROOM FINISH) ProPOSEO DECORATIVE CONCRrn P.O. Bo,c 1919 Flliltq,t.Aw.m.l6»l -.: (lS1)92a.3-WJ l'a:(1Jl)9:ZS.>6M ~- . ,SITE :DATA'TAB~E -_ .. _ _j . ------·-.,,..,,_ f.U.Naal.llk 05,-4-0).)9,,0,,0CO:JIQl.001 OS-4'o-CL1-»o-G..O:U..004 """"""" lf-62:N:. WliTM-•·l.lOW0Dl'Sffl'SnG.f4~T NOPCISO).lDIIMii~ ....., ...,.,._._ '~"' -· J!O -smt" .. STl:ttf'Smt: n -.JU #' tul.OCIG~: IWlJ4'Ul'«IU:HT """"""' .......... 1'Ull.lNC'-t5ACl "11;1."l,a,\UIGI: ___ (7_ • .,, (ac. IWGS): itfUOII IOS.-ci; ·•~UffflS I ... ,. ~ /SfU<(T J STOltY -~ l.MNG, 114 ~ [5"! Of-lO'lM} J ~'t • '6Sll'1tD UV-.: J2 Ulltl'tl (~ "tvTMJ I mJl'I', _,., O,lf: .a llllm C-OfTOTM.) "'""°""""" ,.~ ....,..,,,"""' (Dl1llll6- """""""I tllil,IIIITS,/JI..QN;• U.t:UfflT//11; - Jlilld./1MK.Na J111U.CU(OC:IOtK'; SlllQ ttOUi"IICil t IJIIQ: I•~ '-UIIIU:fMIC IIG:. ~lllll•C~• .!ZJ!SQ PC .. ~:IICS) YIWS'1etltCll ,......,...,, -~~•-«) -Jt.cll. iR.11!1:'A ...,.....,.... ""'""-""""'- 5"""'U Wllmt ....... ...,.,. -~ """' ctJtl/fOCf ..... 111< ni,r _..,as, ...,. ...... (O(!OOt. a,c,uslNG)· ..... Ol\!Vfn,,J. H-(tPW); iP z --=C!!J GRAPHIC SCALE 120 0 120 ( IN FEET) l Inch ~ 120 ft, CONCEPTIJAL SITE Pt.AN THE RESERVE AT FAIRHOPE PLANNED UNIT DEVELOPMENT GRE ENO ROAD & VOLANTA AVE FAIRHOPE, AL I II ORDINANCE NO. 1749 AN ORDINANCE AMEN:OING ORDINANCE NO. 1253 KNOWN AS T HE ZON ING ORDINANCE TO AMEND ORDlNANCE NO. 1703: A PLANNED UN IT 0£VUOPMEN'f KNOWN AS TIIE RESERVE AT FAIRHOPE PUD 81; IT ORDAINED BYTHECITY COCNCIL OFTHECITY OF FAIRHOPE, ALABAMA as follows: The o rdinance known as the Zoning Ordinance (No. 1253), adop ted 27 June 2005. together with the Zoning Mup of the City of Fairhope, be and the same hereby is changed and altered in respect to tha 1 certain propt-rty described below: Atlee [he (lppropriatc p\lblic IJOtice and hea ring of the Pl anning Commi ssion of the City o f Fairhupe, Alabama has fo rwarded a favorable recommendation. The propt:rty of Dominion Partners generally located sou thwest of th e i nter section of Greeno Rd and Vo!anta Ave. Fairhope, .Alabama. TH E RESERVE AT FAIRHOPE PUD AMENDME:NT PPIN It: 386193 & 386197 Ll!ga l Description: (Case number ZC 22.02) PARCEL A : COMMENCfNG AT THE SOLiTHEAST CORNER OF FRACTIONAL SECTION 39, TOWNSHLP 6 SOUTH. RANGE -2 EAST, BALDWIN CONTY. ALABAMA; THENCE NORTH 00°04'55" EAST A DISTANCE OF 1320.20 FEET TO A l'OINT; THENCE NORTH 89°57'54" WEST A DISTANCE OF 660.83 FEETTOA POINTMARKEDBY A4-1NCHSQUARECONCRETEMONUMENT;THENCE NORTH 00° 12'06" WEST A DI STANCE OF 659. 76 FEH TO A POINT MARKED BY A CONCRETE MONlJME'IT ACCEPTED AS THE BEING Tl IE SOU THEAST CORNER OF THE NORTHWEST QUARTER OF TH£ NORTIIEAST QUARTER OF THE SOt.;TH£AST QUA RTER OF SAJD FRACTIONAL SF.CTION 39 FOR THE POINT OF BEGINNING OF THE PROPERTY HEREIN DESCRIBED; TH ENCE NOltTl-J 03°34'56 " WEST A D ISTANCE OF 374.46 FEET TO A POJNT MARK.ED BY AN OPE'-/ TOP IRON PlPE; T HENCE NORTH 00°42 '1 0" EAST A DISTANCE OF 242 .13 FF.ET TO A POI NT MARKED BY AN "X" CH I SELED l'I THE SIDEWALK ON THE SOUTH MARGIN 01' VOLANT A AVENl i F.; THENCE ALONG SAID SOlJTH MARGIN SOUTH 89°42'39" EAST A DfSTANCE OF 513 .59 FEET TO A POI NT MARKED BY A CONCRETE MONUM ENT WITH A DISC ON J'Hl:: WEST MARGIN OF t.:.s. HIGHWAY 98 (A.K.A. GREENO ROAD); TlfEN'CE DEPARTING SAID SOUTH MARGIN AND ALONG SAfD WEST MARGIN smrm 3oc29•55" EAST A DISTA'lCE OF li5.0 i FEET TO A POINT ON A NON-TANGENTI AL 1,881.75' RA DI US CURVE TO THE RIGHT, SAID POINT MARKED BY A CONCRETE MONUMENT WITH A DISC;TIIENC'EA LO~GSAJD WEST MARGIN ANDTHEARCOFSAIDCURVEA DISTANCE OF 437.19 FEET(CHORDBEARS SOUTH 07°05'50" EAST, 436.2 1') TO A PO INT MARKED BY A CONCRETE MONUMENT WITH A DISC, THENCE ALO'.\'G SAID WEST MARGIN SOUTH 01 "25'3.I" EAST A DISTANCE OF 292A2 FEET TO A POINT MARKED BY A CONCRETE MONC MENT; T l I ENCE ALONG SALO WEST MARGIN SOUTH 00°22'16" EAST A DI STANCE OF 461.RR FEET TO A POINT MARKED BY A CONCRETE MONCMENT WITH A DISC ON THE NORTH MARGIN OF HOYLE AVENUE; THENCE DEPARTING SAID WEST MARGIN A'-ID ALONG SAID NORTH MARGIN NORTH 89°58'22" WEST A DISTANCE O F 258.04 FE ET TO A POINT MARK ED BY A CAPPED IRON ROD (REBAR): THDICE DEPARTl '.'IG SAID NORTH MARGIN NORTH 00 °l 3'45''WEST A DISTANCE.OF 630.97 FE ET TO A POI NT MARK.ED BY AN IRON !ROD (REBAR); THE:-!CE SOUTH 39 °46'5)'' WEST A DISTANCE OF 329 .75 FEET TO TH E POrNTOF BEGINNING;CONTAINING 515,824 SQUARE FEET ( 11.84 ACRES) MORE OR LESS PARCEL R: THE WEST H ALF OF TJIE SOUTHEAST QUARTER OF THE NOR TIie.AST QUARTER OF T HE SOUTllf'AST QU ARTER . BEING BLOCK 10 01' THE SUBDIVISI ON Of Tl-!E SOUTHEAST QUARTER OF PRACTJONAL SECT ION 39, TOW"ISHI P 6 SOU TH. RANGE 2 EAST. BALDWIN COUNTY. ALMlAMA, MORE PARTICLiLARL Y DESCRJBED AS l'OLLOWS· Ordinance No . 1749 Page -2- OMMEN ING AT THE OUTHEAST CORNER OF FRACTIONAL ECTIO 39, TOWN HIP 6 OUTH , RANG E 2 EAST, BALDWYN CONTY, ALABAMA ; THE E NORTH 00°04'55" EAST A DlSTANC E OF 1320.20 FEET TO A POINT ; THENCE NORTH 89 °57'54" WEST A DISTANCE OF 660.83FEETTOAPOINTMARKEOBYA4-INCH QUARECON RETEMONUM NT;TH N E NORTH 00°30'1 3" WEST A DISTANCE OF 29 .56 FEET TO A POINT MARKED BY A CAPPED IRON ROD (REBAR) FOR THE POINT OF BEGI fNG OF THE PROPE RTY HEREIN DE CRlBED· THENC E NORTH 00°11 '15 " WEST A DISTANCE OF 630.20 FEET TO A POINT MARKED BY A CO CRETE MONUMENT ACC EPTED AS THE BEING THE SOUTH EA T CORNER OF THE NORTHWEST Q ARTER OF THE ORTHEA T QUARTER OF THE OUTHEAST Q ARTER OF SAID FRACTIO AL SECTIO 39; THENC E ORTH 89 °46'55" EAST A DISTANCE OF 329.75 FEET TO A POrNT MARKED BY AN IRON ROD (REBAR): THE E SOUTH 00°13'45" EAST A DISTANCE OF 630.97 FEET TO A POINT MARKED BY A CAPPED IRON ROD (REBAR) ON THE NORTH MARGIN OF HOYLE A VENUE ; TH E CE ALO G SAID NORTH MARGIN AND THE WE TWARD EXTENSTON THEREOF SOUTH 89°54'51" WEST A DISTANCE OF 330 .20 FEET TO THE POINT Of BEGINNING ; CONTAINING 208 ,077 QUARE FEET (4.78 ACRES) MORE OR LESS . 1. Tbat, attached as "Exhibit A" is an approved site plan. The property must develop in sub tantial conformance with the approved site plan and supporting documents . Any substantial deviation from the attached site plan, as deLennined by the Director of Planning, will require re-approval by the Planning Commission and the City Council of the C ity of airhope. Alabama, as a PUD amendment. 2. That, attached as" ·xhibit B" is an approved Master Development Plan . The property must deve lop io sub tantial conformance with the approved site plan and supporting documents . Any substantial deviation from the Ma ter Development Plan, as determined by the Director of Planning, will require re-approval by the Planning Commis ion and the City Council of the City of Fairhope, Alabama, as a PUD amendment. 3. That, the following amendments have been made to the PUD: Layout Internal roads and siting of th e cottages, amenities and clubhouse were revised and shall conform to the attached site plan. Use : In general the project is restricted for senior housing. The uses are specifically described within the Site Data Table and Master Development Plan and have been amended to include : 175 ' x 250' Profe sio nal Office Pad Profe ional Office Pad : Allowable uses within this 175' x 250' space designated on the site plan are as follows : • Convalescent or Nursing Home-a business providing living accommodations and care for person s suffering from illness, other than mental or contagious . Which is not of sufficient everity to require hospitalization, or for per ons requiring further instilUtionaJ care after being discharged from a hospital , and where non-re ident staff is present for more than 8 hours per day. • Medical Office/ linic -a place used for the care, diagnosi , and treatment of ailing, infmn, or injured persons, and those who are in need of medical and surgicaJ attention, but who are not provided with board . • Professional Office -a building occupied by a profession and offering professional services to clients , customers, or patron which may involve occasional on -ite contact with clieots, customers, or patrons. Examples include architect, accountant, real estate, eogineer lawyer, or other similar prof es ions. • Cornmon Open pace -any space dedicated for common use by a group of citizens due to property ownership, residency, or patronage of facilities as ociated with the open space, exclu ive of right -of-way and easements , and open from the ground to the sky . Common open space does not include any impervious urface designated for automobile use or any required yard setback . Ordinance No. lli2 Page-3- A mandaiory Site Plan Review shall be required for the Professional Office Building when/if developed. Building I !eight: The maximum building height for the professional office buildings(s) shall be 30' to align with adjaceat B-2 zoned property. Landscanc; • Landscaping, including overstory trees, shall be planted in the 20' landscape buffer adjacent to Greeno Rd • A visual lnndscape buffer shall be planted along the western property to provide a buffer to those residents on Audubon Pl and shall be maintained by the Owner of The Reserves at Fairhope. Once phmted, the buffer shall remain narural , except for the allowance of plant material to be installed to maintain a visual barrier. Gceenspace: The previously approved PUD provided 26% greenspnce. The proposed site plan provides 30.1 % grecnspac.e with ponds that were converted to wet ponds. When developed. the p rofessional office site shall provide a minimum of 2S% groeospace. T bt Planned Unit De velopme nt (P UO) known as The R tServt a t Fairhope P UD i5 h er eby amended . This property shall hereafter be lawful to construct on such property any structures permined by Ordmance No. 1253 and to use said premises for any use permined or building sought lo be erected on said property shall be in compliance with the building laws of the City of Fairhope and that any SIJllcturc shal l be approved by the Building Official of the City of Fairhope and lhat any strucrure be erecrcd only in compliance with such laws, includmg the requirements of Ordinance No. 12S3 . Severability Clause -if any part, sect ion or subdivision of this ordinance shall be held unconstitutional or invalid for any reason, such holding shall not be construed to invalidate or impair the remainder of this ordinance, which shall continue in fu II force and effecl notwithstru1ding such holding. Effect i ve Date -This ordinance shall take effect immediately upon its due adoption and publication as required by law. Adopted and approved this ll!h day of Aru:i.!. 2022. Attest: LEGEND PKF Pl( NAIL FOO ND CRF(l) C.4.PPEDREBARFOONO(ARNClD) CMF COOCRETE MONUMENT FOOND ,,,r WATER VALVE ® WATER METER b'FH FI RE HYDRANT ~ UTILITY Pct£ W/ANOIOR OHTUP HIGH-TEN SION UTILITY Pa.E © COMMUNICA110ll PEDESTAL [I COMMUNICAll()I VAULT [] ELECTRIC TR AN~MER ® SEWER VAL\'£ @ S~ORAJN WA.'fiCI.E ~TO('>" 9GN -c.«I -O\£lillAD U'RJTtS 1K --CK -0\GIIJlln.D:lillCI.K -W--Wo\lEJtlN -----«--SNHARY snot RRIJU,11 ~ itAlURA,L GAS I.IE -UCiC -t.NJOlQtDJII) CDIA.HCAlXJrt ----------STORM ORAli PFE -uct -lNIOtCffOJM)El£CT!lltlK 000000-......... SANI TARY SE\l,ffi DATA "" IIM•l 24.58" SSf4 INY(H) • 11196' INY([)•lll.99" "" AIM • 125.o,' 1&1•125.69' ffll{S) • 117.Jf IH'{NW). 118.22' IN\(Q •ll7.ll' filY(S) • 11 4..10' INY(W.,•117.50" 1NY(H)-11u 5: IN\o1'.NE) • 117.64' ss,, RIM• 126.31 INV(S)=116.08' INV(W) • 120.61' INV(N) • 116.37' SURVEY TYPE: AS-BUILT SURVEY "" Rll • 121 72' M{'#}•117.91. INV(N) • 118.57' SSf6 RIM• 125.J.f INV(E)• 121.10' INV(SW) • 121.15' INV(NW} • 121.16' 0 50 &•r- ,· = 50' BEARING REFERENCE: ALTA SURVEY BY Sl.41TH CLARK DATED 04-01-2021 CRF(l) ~ ,.,....--,,.,,ON STA1100 CONTRQ PANEL 100 150 INFORMATION SOURCE: J.0. NO. 2•-0107 COM P. FILE~ OWG . NO. 6S -2E-J9-02 DATE OF LAST FIELD WORK 02/12/202• CLIENT JA DE CO NSU LTIN G, LLC so,, Sllf8 CURS/GRATE ltt.ET CURB/GRATE INLET TOP CURB • 124.12' TOP CURB• 125.M' INV(E) 18" RCP • 119.M' INV(N) 18" PVC• 119.06' S0f2 INV(S) 24" RCP • 118.92' a.JRB/GRATE ltt.ET S0f9 TOP CURS • 125.54' a.JRB/GRATE INLET INV(SW)8"CPP =121.67' T0PCURB =125.81' INV(E) 18" RCP • 11 9.M' INV(N} 24" RCP • 118.64' INV(S} 24" CCP • 118.52' S0#3 INV(W) 15" CPP • 121.05' CURS/GRATE ltt.ET TOP CURB • 125.55' ~o INV(W}18"RCP =119.68' CURB/GRATE INLET INV(SW) 18" RCP • 119.75' TOP CURB • 125.92' INV(SE) 12" CPP • 121.87' INV(W) • 121.31' INV(N E) 18" RCP • 119.75' ~I S0f4 a.JRB/GRATE INLET DOME GRATE INLET TOP CURB• 125.98' RIM• 125.94' INV(N} 24" CPP • 118.1 4' INV(SE} 12" PVC• 121.82' INV(S} 24" CPP • 118.11' so,s INV(W) 18" CPP • 121.31' a.JRB/GRATE ltt.ET S0#12 TOP CURB • 125.19' a.JRB/GRATE INLET INV(NW) 30" RCP • 119.33' TOP CURB • 126.02' INV(S) 36" RCP • 119.40' INV(E) 18" CPP • 121.47' S016 ~3 a.JRB/GRATE ltt.ET a.JRB/GRATE INLET TOP CURB • 125.04' TOP CURB• 125.27' INV(W) 12" CPP • 121.51' INV(t£) 42" CPP • 116.60' INV(N} 36" CPP • 119.43' INV(N} 24" CPP • 117.78' INV(E) 36 " CPP • 119.18' INV(Sw) 42" CPP • 11 4.59' S0#7 ~· Dc».iE GR ATEINLET a.JRB/GRATE INLET RIM "' 125.19' TOP CURB • 125.24' INV(W) 12" CPP • 122.27' INV(t£) 42" CPP "' 114.27' INV(E) 12" CPP • 123.09' INV(SW) 42" CPP • 11 4.12' INV(S) 18" PVC• 11 9.45' STORM DRAINAGE DATA 50~5 SOf23 SOf3-0 DOME GRATE NET DOM E GRATE INLET INV 12' RCP • 122.52' RIM "' 123.02 RIM • 125.39' INV(SE)18"CPP =\16.32' tlV(S) 18" PVC • 120.05' 50#31 tlV(E)8"CPP =123.28' INV 18" RCP • 121.54' .,,, tlV(N) 18" PVC • 120.01' JJNCTIOO BOX .,,,, RIM • 115.90' .,,,. INV 36" RCP • 119.24' INV(SE) 42" CPP • 116.16' DOM E GRATE INLET S0<,1J INV(N) 42 " CPP • 115.90' RIM'"' 125,Qf e!Y 17 t'.JIIJ-• 121U7' tlV(S) 18" fl~• 120 '8.' so~, tlV(N )IS"P\t:•lffil1' Slllfl ,.,.,. RIM• 125.73' .,,,. (ll'tlft10 •60.5f INV(SW) 42" CPP• 115.95' OOM E ®TE ilUT' INV(N) 42" CPP • 115.86' RIM • 1~l.l1 ~ ~ tlV(S}1.f 1'¥C •120 .l:1' ~ 10· CJIP • 6Q0l' 50~8 t1V(~6~CPf'-11l'rl' Slllfl -RIM • 125.68' .,,,, IIY 4r av -tt!.1T INV(S} 42" CPP • 116.34' CURB ~•ll:N.EI ::f:'f' CW • 11 9.I!' INV(N) 42" CPP • 116.39' RIM•U4 ,12: =~~ ~~: -~i~,a: .,,, DOME GRATE ti.ET :.f:r cw .. 11 1eJ' RIM• 123.89' .,,,, INV(S) 42" CPP "' 116.71' CURB fOl-'1EN£T -INV(N) 42° CPP "' 116.70' RIM• 12U O' lll't ◄2" O'f:-• 115.8S tlV(SE) Yf ~ • '11g fi!l,' SOf20 tlV(N W) H " IKf • IIGI tr ..... Slllfl tlV(~l.f'R'P -l)i ,!¥ Nv ,r err > 11•63· RIM• 125.80' tlV(w) 1!t ROI' • 1,11,:it' INV(S)42"CPP =-117.00' I INV(N) 42" CPP • 116.94' .,,,. '4V 42• CM' • 1tfl.DI' JJNC'MII ~ .,,,, RIM •12U J. ,..., Slllfl •~Sl) ,.. "" • "'·"" S'OIO ru'UT !.1!11Jr.1\IIIE RIM • 125.85' tlV(E}l e'°R!.P •l ~U· ~ • m.ee INV(S) 42" CPP • 117.27' tlV(N )i!U"5Tm •l!I S,' 111,.. TilJ\E ,s .o.r an:-119.1( INV(N) 42" CPP • 117.J2' tlV(l'l,)1 !"'1iiCP •l:.'O.JI' ~'I' Ci~••~• ~ W1 • 117,JI .,,,, .,,,, _, GRATEINLET tlV18"RCP• 121.39' INV 65"X40" RCAP • 117.24' RIM• 125.05' INV(S) 42" CPP • 117.59' INV(NW) 42• CPP • 117.76' INV(NE) 18" RCP • 117.88' .,,.. INV 18' CPP • 118.46' SOf45 INV 44"X27" RCAP • 115.98' SOf46 INV 44"X27" RCAP • 119.11' ,.,..,, _,,,,,,..1'1£1 811 •12.◄ . .16' IH'IW 18" (:PP • 120.'14' tl\l()l'W) 18" (1' • H9.90' JI)~ ""'1/001£1UT $•l 24.J9' ~)l!i"O'f•l,0.04' ,.,,., WV Je"X2$" RCNt • llt.24" ,,,,,. --RW • 12J.7J lM'tOJiT • 122.50 lfrfl{S) 12° <ff • 121,11' ~ J6~l"RfA •lli M J6":,,-2S ~ • nU (I' _, ffr'Vllnlif'li'::.\?■ 12.1!1" "'"' AlfC1lQ!, fl1.I: NO r l!~ IHV 1n1!i' ~ • 17%.lJ' "'"' IN\t 11' CW• 1!~11 SOf55 JJN CTlON BOX NOT RECO'vfRED SURVEYOR CERTIFICA TI ON PKF NOTES lHI S IS AN AS-BU D..T SURVEY OF Slal:M DRAINAGE ANO UTILITIES ONLY. OlHER IMPROVEMENTS EXI STING ON lHIS SITE BUT ARE NOT SHD~ HEREOO. ELEVATIOOS SHO~ HEREON ARE REFERENCED TO lHE RIM ELEV ATIOO Cf' lHE SANITAR Y ~ MAN HOLE AT TI£ INTERSECTlOO OF AUDUIIOO PLACE AND OMEGA STREET, AS SHO~ IN PREVIOUS SURVEY DRAYIINGS PR0"10ED BYlHEa.JENT. 3. UNOERGROUND UTn.JTIES SHO~ HEREON 6 E ESTABLISHED BY flB.D MEASUREMENTS OF MARKINGS PL.ACED ON THE GROUND BY VARIOU S UTll.JTY COMPAN IES IN RESPOOSE TO LINE LOCATE TI CKET NUMBERS 240312288. 240J1229J. 240312297 & 240312299. ~ AS SHD~ ON AS-BUILT DRAWINGS ~ BY ltWJTI' CtMPNiU. 1 t,EffO!'l' (;EFl'flr'V TH.Al Ml. fl AA TS 0-1rUS SUR~," A.ND OA'A'MN\i HA\'E ~IN COUP1.(Tl0 IN ilCCOROANCE 'Mfit •~ CIUl'I III Eliti'J ltEDJIR'f\llOH!i or lli.E $TAAD.IROS or PRACTIQ: ~ 51.fflW: ~Cil ~ ME: S.T "i 1£ or "iU,!,1.\lA TO nc BCST Of tr.4 " tCHO"Wt.ED\::t ~F"OR11U,110N, ANO BtutF. FEBRUARY 13, 2024 PARTIAL AS-BUILT SURVEY THE RESERVE AT FAIRHOPE WAlTIER SURVEYING, INC . PROFESSIONAL LAND SURVEYORS 4318 Downtowner Loop N., Su ite H Mobil e, Alabama 36609 251-342-26 40 -------------------------= -- / I I I I J \ I I ) SOCIAUGATHER ING SPACE • •■o ll BOCCE BALL COURT \ \ \ I \_BOCCEBAl..l.o::>UnT,RC..1,iUtSi02 \ I I • • • • • • • • • • • • • • • • • -• • • • • ·O " -------------------------------------- -------) ----------- ------------ I , l D !II' Ill )-..;~!J!E~?.;!l~~?-~T,!.!1~0:!;:!N:.!;H!!;A~A!!;:D~S~C~A!;;:PE!a..S,E!:!,N~LA~A;!,IG!IE~M!!,!E;.!:N:!.!T..!P~LA~N----------------------_;L...:::::-::--====::::::!l rn ~ M..7M.ROt'.)f' 0 PAV ILION FFiO NT ELEVATION -=-------l 0 PAVILI ON SIDE ElEVATION 0 PAVILION SIDE ELEVATION REFERENCE NOTES SCHEDULE RECREATION AREA BENCH 8Y GI.OBAI. INOt,1$1RIAI.,. MOOE&..$" OVTOOOR Vf;RTIC:Ai. STEEL SLAT PARK BENCH. COLOR. Bl.ACK, SURFACE MOUNT , INSTM.Lf'OllMNUfA~ars SPEQncATIONS UTTER RECEPTACt.£ BY OU>BAL INDtJSTRW.. MODEL OUTDOOR St.A ITt.0 S'T El 1'1tASH CAH Wll'H AAIN 80HNET LIO , Je GAl.LOt,I, COI.OA-·1.11..ACK A~ON'DACK Cl~.BVovmeR SIDE T"8t.E, BY OWNER PIPPEOESfRIAN OOHCAE1E PAVJNGWl lliGHT OOOOt,11 Ht«SH 4· HIGH X36"WIDE 0-Wf\lLINK VINYLCOATCDGAlE, COLOR """'" 00G PARK~£. ,i· i-111;;:H(;HAINllP"'K Vlrm,. c()AfEO i!EN(;ie , (l()lOR·l;ltA(:K ~ SllVrTl.EBOARD COURT BY PLANET SHUfFl[BO-'RO OH CONC SURFACE~S1YI.E OFHCW. 11 . INSlAIJ. PER MAHUJ!A(:,Vft R'S SPECIFCAIION$ 9!! ll1X ReYisions _________ _ ~ ~ Revisions/ SIJbmissions _ 06.18.21 ~Cll~YSU~BM_ITI~Al~---- -12.21.21 ~CllY~SU=BM=ITI~Al~---- -02.22.22 _CllY_SU_BM_ITI~Al ____ _ _ 05.05.22 PLNT-CLIENTREVIEW75XCDs _ 09.01.22 ~FO~R~ffi~IC~l<G~----- -12.06.22 ~IFC~S~ET~------ _ 04.t4.2J REIJISEDPERC LIENT _ 07.28.23 IL MAINENTRYRE.VISION _ 08.22.23 IL MAINENTRYREVISION _ 09.07.2J IL &:ALENTRYRE.V.PERC LIENT _ 11.15.23 LANDSCAPE DEFIC IENCY CLIENT COORO. _ 11.27.23 ======~= -.lli!Ui.. ~=~----- -01 ,ift.ZC. ===~---- -01..l.UI --~~=--- -~ !'!!-""====-- VTW -;;;;;;;;--- VTW Project Mono~ LCW ~ 213401 -001 ~ 06.11.21 -Do-.. --- Registrot\on /4">-' . ; . ; < HARDSCAPE ENLARGEMENT PLAN LH203 BALDWIN COUNTY A1.ABAAIA 0 80 ~- ~ DcRF CAPPfDIRONROOrDVI-ID D.CTF CR/lolPfD TOP APf FOUND □Cl.IF CTJM:RET£ /JONUUENT FOUND Dorr OPfNTODfROHPIPfFOU//0 DRBF Rffi\RIROHFOUND D!PF fRONPINFOUHD OCRS CAPPfD IRON ROO SIT (R) RfCORO (OJ OBSEJMD R.O.W. RK;HTOf WAY P.O.C. PO/ffl OF COMMENCEMENT P.0.B. PO/fflOFBE.GINN/NG ----0----C!-WN LJNK ffilCE -X-W!R[fTNC[ -/-WO()l)fTNC[ 160 , COMMENCING AT THE SOUTHEAST CORNER OF FRACTIONAL SECTION 39. TOWNSHIP 6 SOUTH. RANGE 2 EAST. BALDWIN CDNTY, AJ.ABA.\IA; THENCE NORTH O<Y04'55 " EAST A DISTANCE or 1320.20 rm TO A POINT; THENCE NORTH 89'57'54" WEST A DISTANCE OF 660.83 FEET TO A POINT MARKED BY A 4-/NCH SQUARE CONCRETE MONUMENT; THENCE NORTH 00'30'13" WEST A DISTANCE or 29.56 FEET TO A POINT MARKED BY A CAPPED IRON ROD (REBAR) FOR THE POINT OF BEGINNING OF THE PROPERTY HEREIN DESCRIBED; THENCE NORTH 00·11'15• WEST A DISTANCE OF 630.20 rm TO A POINT MARKED BY A CONCRETE MONUMENT; THENCE NORTH 03"34'56 " WEST A DISTANCE OF 374.46 FEET TO A POINT MARKED BY AN OPEN TOP PIPE; THENCE NORTH O<Y42'10" EAST A DISTANCE OF 242.13 FEET TO A POINT ON THE SOUTH MARGIN OF THE RIGHT or WAY or VO!ANTA AVENUE MARKED BY AN X CHISELED IN THE SIDEWAU<; THENCE ALONG SND SOUTH MARGIN SOUTH 89'42'39" EAST A DISTANCE OF 513.59 rm TO A POINT ON THE WEST MARGIN OF THE RIGHT OF WAY OF HIGHWAY 98 MARKED BY A CONCRETE MONUMENT; THENCE DEPARTING SAID SOUTH MARGIN ANO ALONG SND WEST MARGIN SOUTH 3029'55 " EAST A DISTANCE OF 65.01 rm TO A POINT MARKED BY A CONCRETE MONUMENT; THENCE ALONG SAID wm MARGIN AND ALONG AN 1,881.75' RAO/US CURVE TURNING TO THE RIGHT, A DISTANCE or 437. 19' (CHORD BEARING SOUTH 0705'50 " EAST, LENGTH 436.21'); THENCE ALONG SND WEST MARGIN SOUTH 01 ·25•33 • EAST A DISTANCE OF 292.42 FEET TO A POINT MARKED BY A CONCRETE MONUMENT; THENCE ALONG SAID WEST MARGIN SOUTH 00'22'l6 " EAST A DISTANCE OF 461.88 FEET TO A POINT MARKED BY A CONCRETE MONUMENT; THENCE DEPARTING SAID WEST MARGIN NORTH 89'58'22" WEST A DISTANCE OF 258.04 FEET TO A POINT MARKED BY A CAPPED IRON ROD (REBAR): THENCE SOUTH 89"54'5/" WEST A DISTANCE OF 330.20 FEET TO THE POINT OF BEGINNING: CONTALNING 723,901 SQUARE FEET, (16.618 ACRES), MORE OR LESS. SUBJECT TO A /0' WIDE UTILITY EASEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF GREENO ROAD AND HOYLE AVENUE MORE PARTK:UlARL Y DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF FRACTIONAL SECTION 39, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN CONTY, AJ.ABA.\IA; THENCE NORTH O<Y04'55 " EAST A DISTANCE or 134376 rm TO A POINT; THENCE NORTH 89 '58 '22" WEST A DISTANCE OF 72. I 7 rm TO A POINT ON THE NORTHWEST CORNER OF THE INTERSECTION OF GREENO ROAD AND HOYLE AVENUE MARKED BY A 4-/NCH SQUARE CONCRETE MONUMENT; THENCE ALONG THE NORTH MARGIN or THE RIGHT OF WAY or SND HOYLE AVENUE NORTH 89"58'22" WEST A DISTANCE OF 50.00 FEET TO A POINT; THENCE DEPARTING SNO NORTH MARGIN NORTH 0022'16 " WEST A DISTANCE OF 10.00 rm TO A POINT; THENCE SOUTH 89"58'22" EAST A DISTANCE OF 50.00 FEET TO A POINT ON THE WEST MARGIN OF THE RIGHT OF WAY OF GREENO ROAD; THENCE ALONG SND WEST MARGIN SOUTH O<Y22'l6 " EAST A DISTANCE OF 10.00 rm TO THE POINT OF BEGINNING. I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF A1.ABAAIA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. =-i F---------i'l VOLAN TA AV ENU E (50' R.0 .W.) _) \ ---~-~--------------------------------=c=-:--- 5 ' CONCR ET E SIDEWA LK N 89"24 W 180.2 R XMS 05-46-03-39 -0 -002 -003.002 PIN: 386194 ZONED R-1 SEAMAN CAP ITAL LLC 3 CHE RRY HILLS OTF s 89°24'13" E 180.03' (0) OT SHOA L CRE EK, AL 35242 S 59·24' E 180' (R) 05-46 -03-39 -0 -002-003.000 PIN: 11770 ZONED R-1 SEA MAN CAP IT AL LL C 3 CHE RRY HILL S SHOA L CR EEK, AL 35242 05-46-03-39 -0-002 -023.000 PIN: 36290 ZONED R-1 GAVIN, KR ISTOP HER CHARLE S ITAL GAV IN, MA AND RGAR ET SC HAFF LER 16 AUDUBON PL FAI RHOP E, AL 36532 CMF (0.16' EAST) CTF 05 -46-03-39 -0-002 -055.000 § ;;, WHETSTON E, N~~~ ~g~~~L ~e~iTORN-E: ~ ~ ~ HALI M ,-., --! 10 AUDUBON PL :::o en ,,..... FAIR HOP E, AL 36532 (j ~ .S ~ N ~ q_ S 89'42'39" E 513.59' (0) S 89 '42'32_ E 513.53' (R) PAR(,+-,\ 515,824 SF~ 'HM----11€± PARC EL 1 723 ,901 ± SF 16.618± AC s 69"19'10H. 330,06 -lR} S 89" 46'55" /, .,29.75' (D) f'AR€ t--1:i 208,077 SF± 4c-78-A€± S 30"32'27" E 65.08' (R) HOY LE AV ENU E (W/DISC) CMF 1 CMF G) :;o CT7 CT7 z 0 :;o 0 )> 0 )> 7' )> C IJ) :r: G) :r: :f ~ <O co m 0 :;o 0 :E 05-46p~J:-~;s24-ooz~N1t2·~~~ 05 -~~~~374~~-ozg~to 1t!i°04 ( 60' R. 0 . w.) LOT 3, 4TH ADD TO DEE P TREE FOR EST LOT 4, 4TH ADD TO DEE P TR EE FOR EST BYRD, MARTHA H ITAL BYRD, N RICHARD MAIDSTON E, DAV ID ITAL MA IDSTON E, LEWANA ANO 511 LILLI AN CIR LEWIS FAIRHOP E, AL 36532 512 LILLI AN CIR FAIRHOP E, AL 36532 '" z ~ SOUTHEAST CORN ER OF FRACTI ONAL SECTION! ~ 39, T-6 -S, R-2 -E, ~ BALDW IN COUNTY, ALABAMA\ ~ P.o.c 4 OW/VG TS HW 9/4/20 1"~80' """ 20 -609 114/36 c.R JO CAYr'ER. ~ VICINIIY MAP NOT TO SCALE AC KNOWLEOC:Et.lENTOF OWIER: TH IS ISTOCERTIFYTfJAT THE UNDERSIGNED, _________ ~ ,,S NI AUTHORIZED REPRES ENTATr.'E OF 001.!INION SENIOR LMNG OF FAIRHOPE. LLC, TI,E OWNER{S) OF THE l.).NQSHOWNNiD DESCT!IBED IN THE ~T.NID TH AT I HAVECAUSED THESAMETOBE SUBl)VIOCD HEREON MTEDTH IS ~ ~YOF _________ ~2ll AUTHCRIZEOREPRES ENTATM: AC KNOWLEOC:ElilENT OF NOTAR'i PIJEllC: ACKNOill\EOC:EMEITTOFNOTARYPUB,IC: STATE OF _____ _ COUNTY _____ _ I, THE UNDERSIGNED,A OOTAAYPIJBLJC INNlD FOOSAIDCOUNN IN SAID STATE, HEREBY CERTIFY Tfe\T -----~'M-iOSE twi!E >S _____ ~ OF OOMINION SENIOR UVI NG OF FAl~CK. LLC,, A===~==c.c= IS SIGNED TO THE FOR EGOING ComEYANCE, NlD WHO IS KNOWN TO ME, ACKNO\lt'i..EDGED BEFORE I.IE ON nilS DAl Ti'AT, BEING INFOR~ED OF Tl-£ CONTENTS OF THE CONVEYANCE. HE, IN S(JQj C'."ACITY,AND'MTHFULL AUTHORIN ,EXEMED Tl-£SMIE VOLUNTA~LYFORAAD>STHEACTOF SAIOENTITY. GIVEN UNDER l,ff fWlD THIS THE _. DAY OF ___ ~ 2ll_. NOTARYPIJBLJC l.{YC:01.\M ISSIOOEXPIR ES: CERTIFl C,\TEQFAPP8QYAI BY THE QN QF FA IRHOPEPIANNINGDIR ECTOO· mE UNOCRSGNEO, AS DIRECTOO Cf mE OT'r' Cf FAI RHOPE PLANN ING AND ZmNG OEPARlMEN T, HER EBY APPROVES THE 'MrnN PLAT FOO RECffiOING Cf mE SMC IN mE PROOATE OFFICE or BALDWN COONT'r', ALABAMA DA TED nilS DAYOF ___ 20 _ PlANNING ORECTOO Rep/at to Com bine Parcel Nwnber: 05-46-03-3 9-0-002-003.001 , PTN: 386 193 and Parcel umber: 05-46-03 -39-0-002-003.004 , PTN: 386 19 7 JAD E CONSU LTI NG REPLAT GR EE NO ROAD & VOLAN TA AV ENU E FAIRHOP E, ALABAMA NOTE< I. TrPfOFSUR\.fY:80U"1MRYFORRfPI.AT 2. RfCORO 0/1.1£NS/DNS BASED ON TI-IAT TIT!.[ COM/JITllfNT PROVIDED 8Y mE QJ[NT F1?0l,I F!RSTAMERIOJITTTlEINSURNK:ECOUPAH'r'Wf/HARLf.NO.OFNCS-102J42HTi,l}\T[0 Al£UST10,2020. J. THIS DRAWING N./D DESCRlPTIOH DOES NOT REFLECT /WY TITLE OR EASf!.IENT R£S[MCU OMR THAN IIW.T IS VIS/BU OR PRO\/!Df.D Br THE CLJErfl'S COfMYNIC£ SEWCK U/1£S ESTABLJSHfD BY STAruTE, ORD/NmCE OR RfSTRICTM: C~TS Aflf NOT SHOWN. 4. ill/SDRAW1NG/STHEPROP£RT'YOFSl.0"1H,CLARK&ASSC01TES.ff/SSO!.aYFORTHEUSE Of mE CLJENr NAMED //£R£0N mo !S NOORAHSffAABU TO AH'r'OTHER PAAJY. rr MAY NOT BE USED Wf1HOUT PRIOR COHSENT FRO!./ SM/IH, cu.RI( & ASS004ffS. 5. THISDRAWING/STOSCALEWHENPRIWEDON24XJ6PAP£RJNIANDSCAPfOW!illNO SCJ,LJNG. PhyslcalAddrus: !11!1 U.S. Hwy 31 Ste A 5ponlsl!f"orl.AlJ"6527 (2!11) 626-0404 • ASSOOA11!S Lind svroeyors MofJ/n9 Addrus: 30941 MIU lon, s1111, G, Box 2S8 Sponlsll rort, Al 36527 SD 24.04 - The Poidevant Subdivision City of Fairhope Planning Commission March 4, 2024 CROMWELL AVE MORPHY AVE EDINGTON STROTHLEY AVECOUNTY RD 13MORPHY AVE Road Corporate Limit Parcel Zoning District R-1 R-2 R-6 R-A µ µ Project Name: The Poidevant Subdivision Site Data: 0.60 acres Project Type: 2-Lot Minor Subdivision Jurisdiction: Fairhope Planning Jurisdiction Zoning District: R-2 PPIN Number: 15191 General Location: Southeast corner of Morphy Avenue and County Road 13 Surveyor of Record: The Woodlands Group LLC Engineer of Record: N/A Owner / Developer: FST Oden Property Management and Investments LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: Mike Jeffries CJ D -- Page 5 of 10 APPLICATION FOR SUBDMSION PLAT APPROVAL Application Type: D Village Subdivision 0 Preliminary Plat '21 Minor Subdivision O lnfonnal (No Fee) 0 Final Plat D Multiple Occupancy Project Attachments: D Articles of Incorporation or List all associated investors Date of Application : -------- Property Owner / Leaseholder Information Nam.e Of Property Own FST ODEN PROPERTYMANAGEMENT & Ph N b er: INYESJMEffis LL c one um er: Address of Property Owner: ~P ...... O=·~B ..... o...,x~11 __ 3 __ 8 _______________ _ City: Fairhope State: AL Zip: 36532 Proposed Subdivision Name: Poidevant Subdivision ---------------------No. Acres in Plat: _o-.s ..... o ________ No. Lots/Units: _2 ______ _ Parcel No: 05-46-05-15-0-000-003 .546 Current Zoning: Single Family Residential Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Nam.e of Authorized Agent: THewoooLANosGRouP.LLc. Phone Number: 251-929-4774 Address: P.O. Box 11 Point Clear City: Pojnt Clear State: AL Zip: _3_65_64 __ _ Contact Person: Katie Palmer Surveyor/Engineer Information Nam.e of Firm: THE WOODLANDS GROUP , LLC. Phone Number: 251-929-4774 Address: P.O. Box 11 City: Point Clear State: AL Zip: _3_65_64 __ _ Contact Person: Plat Fee Calculation: Reference: Ordinance 1269 Signatures: I certify that I am the property owner /leaseholder of th e a bove d escribed property and hereby submit this plat to the City for review. *If property is owned by Fairho Single Tax Corp . an authorized Single Tax representative shall sign this applicati de11 R-Pp. Mr-'f. .rJ:r,v. J l,L-C. Property Owner /Leaseholder Printed Name 11/27/2023 I Date .. ~OoDlnnos ----GROUP ---- Surveyin g Solutio ns The Woodlands Group, LLC Agent Authorization Form I/We Authorize and permit The Woodlands Group, LLC to act as my/our representative and agent in any manner regarding this application which relates to property described as tax parcel ID#_46-05-l 5-0-000-003.546 ______ _ I/We understand that the agent representation may inc lude but not limited to decisions relating to status, conditions, or withdrawal of this appli cation. In understanding this, I/we release any governing authority form any li abi lity resulting from actions made on my/our behalf by the authorized agent and representative. PROPERTY OWNER{S) Name(s) [printed] FST ODEN PROPERTYMANAGEMENT & INVESTMENTS Address 9020 Morphy , Fairhope, AL City/State 251-423-9214 Signature(s) AUTHORIZED AGENT The Woodlands Group, LLC Name(s) [printed] P.O. Box213 Address Montrose, AL 36559 City/State 251-929-4774 Phone Signature(s) Date 855-479-3408 Fax# Date 1 SD 24.04 The Poidevant Subdivision - March 4, 2024 Summary of Request: The owner is FST Oden Property Management and Investments LLC. Justin Palmer of The Woodlands Group, LLC is the authorized agent for the project. This application is requesting approval of The Poidevant Subdivision, a 2-lot Minor Subdivision of Lot Two, Pecan Orchard, Unit One. The property is approximately 0.60 acres and is located at the southeast corner of Morphy Avenue and County Road 13. The subject property is zoned R-2 - Medium Density Single-Family Residential District. There is an existing residence on proposed Lot-2. The site data table is below: General Comments: All lots are within 450 feet of a fire hydrant and each lot fronts a paved publicly maintained road. The proposed subdivision according to Fairhope’s Subdivision Regulations is a minor subdivision and has been reviewed accordingly. The proposed subdivision does not include the building of any additional infrastructure or improvements therefore a tree protection plan, landscape plan, and other criteria required for a major subdivision is not applicable. The proposed subdivision did not trigger a traffic study. Fairhope’s Subdivision Regulations Article VI Section D requires the provision of sidewalks along all streets in the Planning Jurisdiction of Fairhope. Sidewalks do not currently exist along County Rd. 13. The applicant has agreed to coordinate the installation of the sidewalks with the Public Works Department. The tie in a the intersection will likely require a drainage box. Final plat must be recorded within 120 days of approval. Drainage Comments: The existing flow patterns are not being changed. Utility Comments: Water, sewer, and gas are provided by the City of Fairhope. Power is provided by Riviera and AT&T is the telecommunications provider. Connectivity: The applicant is providing a sidewalk along County Rd. 13 and coordinating the installation with Public Works. REQUIRED SETBACKS: FRONT : 35 FT REAR : 35 FT DRIVEWAY SIDE: 15 FT SIDE : 10 FT SIDE STREET : 20 FT SURVEYOR/DESIGNER: THE WOODLANDS GROUP, LLC PO BOX 11 PT . CLEAR, AL 36564 JUSTIN PALMER, PLS UC. NO . 34934 SITE DATA: CURRENT ZONING : R2 MINIMUM LOT SIZE: 7,1 46 SF NUMBER OF LOTS: 2 SMALLEST LOT : 12,352 SF +/- LARGEST LOT: 14,514 SF +/- TOTAL AREA: 0.62 ACRES +/- OWNER: ERIC ODEN 9020 MORPHY AVE . FAIRHOPE, AL 36532 2 SD 24.04 The Poidevant Subdivision - March 4, 2024 Comments: The City of Fairhope Subdivision Regulations contain the following criteria in Article V.B.2. Approval Standards. “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Meets c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Staff Recommendation Staff recommends APPROVAL of SD 24.04 The Poidevant Subdivision with the following conditions: 1. Installation of sidewalk along County Rd. 13 the length of the property. I Q_ I 0 I 7 Q_ I OWNER NAME: FST AND VIN ES, MAR K RAND ALL ETAL VIN ES, LUC I AND NOA H 20310 CR -13 FAIRHOP E, AL 36532 TAX PARC EL# 05-46-05-15-0-000-003. 702 4"X4 " CONCR ETE UTILITY ~ MARK ING POST 2.25' NOR TH \ OWN ER NAM E: FST JUNG E JAM ES R ANDJ JUNGE CAROL SC HULTZ 24862 VA LLE Y RUN PL. STAR , ID 83669 TAX PARC EL# 05-46-05-15-0-000-003.691 R/W LI NE "',s,o OWN ER NAM E: FST ANO AN EY, RICHARD CHRISTOP HER ET AL AN EY, AND AS HLEY 9071 -A MORP HY AVE . FAIRHOP E, AL 36532 TAX PARC EL # 05-46-05-15-0-000-003.690 cOG E OF PAVEM ENT "" MORPHY AVE. (40 ' R/W) • -SURVEY MON UMEN T (R) -RECORD DIMENS ION SURVEY LEGEND CRS -~-CAPPED REBAR SET (WOOD LANDS CA -1073) CR F -CAPPED REBAR FOUND rf -POWER POLE -.i, -CUY ANCMOR (A) -ACTUA L DIMENSION RB F -REBAR FOUND Q WV-FIRE HYDRANT R/W -RIGHT-OF-WA Y CTP -CR IMPED TOP PIPE FOUND [Xj -WA.TEFI: VIIJ...."IE B.S .L. -BU ILDING SETBACK LI NES X-MK -"X MARK" IN CONCR ETE ® -WA'T£R M£"T'E:R --X --ffil/11: C:.W F -COt«;R'[fl" l,IQN Ut.A t;:NT Fl!Ut40 ~ -WOCCl S"T AK E" --OHP--O>Jt.;@tfA.D POVlf;lt -0, -U GHT Pelf (!> 'ttltl'HONE' PED l:5 fA L i===)COMClftl'E (=:=J GRA'-'EL c=:1 /I SPl'i AL'f C8:Jcm'ERED AA EA V ICIN I TY MAP (NOT TO SCA LE ) Fa,mope Mum:ipal Pier :: CID 7 1l Fairhope f A.Rl-fOf"[ AV[. • ORPKY AV~ snc ,. Ii; 7 I QO I Q_ -. , R/W UNl.. • ,S 89 '4 1 58 E 75.0 _1-'~ESTR IAN EAS EMrNT ~ I j " ~ w ~~~ t.'I~,. "~ ~it J fg; i;;"i!i iii ~ ~ I. 2. 3. 4. I I ~ ~ I J~ I ~'? . "' ;i I "0.0' ....... :i: --a:: 0 'i i a, '--' !2 l5 0 ~ <i 0 a::: >-I-z ::, 0 u RECORD PROPERTY DESCRIPTI ON· i§ I I .. 6 IL e I ' D 1 7 PAI 1 I r-35_'_8_.S_.L I r----35' B.S.L --n I ·-JR 1 1 Ho;:~-,, l3, '1" ,.........-1.. ,,,.....--LOT 2 I ~I ,L E 919-A 0.33 Acres ± 14,5 14 Sq .Ft.± ~2 1 , .::.:.. J ! ~L,--trn .... ~="'= 1 ====-l-r_; ·t ·-12,.352 Sq.Ft,± .r I~ ..,,, HOUS E ~ I / fi 0Hf1-----□ I ~ I /~</'~-•7'~~==,=;i) ~ I / J-7 ~ I -----:-D )=======!l-,po·-1 Y,,. I ,. ; 20•· I I I s.._ ~•· • ' 2 I 111~•.a:t , _J ~ .•l---SH[O_ 35' 8.S.L-_U DI I ,t / • ~o~',--'""""+-----JJ ~ Q ~(15• ELE CTRIC 54·3' 2 I 0,P <f UTILITY EASEMENT lJ 1/ I SHALL BE OF NO I .;:; AFFECT AT THE I a_ § I TIME POWER IS 30.3' I /4 RELOCA TED) I o I . .,ct<J; %. '.'.;-,.2 [_.(\'\-/ N 89.36'02" W 75.00 '(A) 0-f's, N 39·35•02• W 88 .03'(A) 1'& '{j l--2 4·1"-J1---,.~ r=--::---------'-"'"'-'--S-89-_3-'6""·0 .. ,·_· -,-, • .1.,.-0,--(-A) __ .,;,;.,;.;.;.;.._.,;,;.;;,;;.;:.:.,._....1 ____ =1...;;~.,.; ~ J' I / OWN ER NAM E: FST AND CR ITTE ND EN, PERRY F ET AL CR ITTE ND EN, AND JERRY D 22 SOLD IERS ROU TE SPAN ISH FT., AL 36527 TAX PARC EL# 05-46 -05-15-0-000-003.537 OWN ER'S CERTIFI CA TE OF ACC EPTANC E: (STATE OF ALABAMA) (BALDW IN COUN TY) I,~-~~~-----~~ AS REPR ESEN TATI VE OF FAIRHOP E SING LE TAX CO LON Y, HEREBY STATE TH AT WE AR E THE OWNER OF THE WI THI N PLATTED & DESCR IBED LANDS AND APPROVE THE SAM E TO BE SURVEYED AND SUBDII/IDED AS IND ICA TED HEREON, FOR THE USE AND PURPOSES HE REI N SET FOR TH AND DO HE REBY AC KNOWLEDG E AND ADOP T THE SAM E UNDER THE DESIGN AND TITLE HE REON INDICATED; ANO GRAN T ALL EAS EMEN TS ANO DED ICA TE ALL STR EETS (IF ANY) TO THE PUBLI C OR PR IVATE USE AS NO TED, TOGETH ER WI TH SUC H RESTR ICTI ONS AND COVE NAN TS NO TED HE REON OR ATT AC HED IN A SEPARATE LE GA L DOCUM ENT. LOT TWO (2), PECAN ORC HARD, UN IT ON E AS PER PLAT FIL ED FOR RECORD IN PROBATE RECORDS. BALDWIN COUNTY. ALABAMA , JULY 17, 1979 IN MAP BOO K 11 , PAG E 15. DA TED THI S THE _____ DA Y OF _________ 2024. SUBJ ECT, HOW EVER , TO THE FOLLOW ING : TERMS AND CONDITI ONS OF THE 99 YEAR LEASE FROM FAIRHOP E SING LE TAX CORPOR1 TI ON . FLOOD ZONE DE TERM IN ATI ON: THE PROPERTY DESCR IBED HER EON IS LOCATED IN FLOOD ZON E X ACCORDING TO THE FLOOD INSURANC E RATE MAP , NUMB ER Q1QQJC0663M DATED APR Ii 19 2019. AS DETERM INED BY SCA LI NG FROM THE FLOOD HAZARD MAP AS FURN ISHED BY THE FED ERAL EMERG ENCY MANAG EMENT AGENCY. REFERENCE MATERIAL OWNER -FAIRHOP E SING LE TAX CO LON Y REPR ESENTATIVE NO TAR Y CERTIFI CA TI ON· (STATE OF ALABAMA) (BALDW IN COUN TY) I, ==~=~=~~~~ A NO TARY PUBLI C IN AND FOR SA ID COUN TY OF BALDW IN IN SAID STATE OF ALABAMA 00 CER TIFY TH AT Wl-10S E NAM E IS SUBSCRIBED TO THE OWNER'S CER TIFI CA TE OF ACC EPTANC E, APPEARED BEFOR E ME THI S DA Y IN PER SON ANO ACKNOWLEDGED TH AT HE /SHE SIGNED , SEALED AND DELI VE RED SA ID INSTRUM EN T AT THI S FREE ANO VO LUN TARY AC T FOR THE USES ANO PURPOSE HER EI N SET FOR TH . DATED THI S THE _____ DAY OF _________ 2024. NO TARY PUB LI C t,,t V OOMMrssm,c [~ll[.S~----------------- DATE ~ ~ g ;8 '-'o ""' ~o ~J, x-~4 0 5 10 ~ ~-~ I ~ ~ "' ~ ~ " REQU IRED SETBACKS: FRONT: 35 n REAR: 35 n DR IVEWAY SIDE: 15 n SIDE: 10 FT SIDE STR EET: 20 n SURVEYOR /DESI GN ER: THE WOODLANDS GROUP, LLC PO BOX 11 PT. CLE AR, AL 36564 JUSTI N PALMER, PLS LI C. NO. 34934 CERTIFI CATE OF APPROVA L BY AT&T: .ill..E..___MIA CURR ENT ZON ING · R2 MINIMUM LOT SIZE: 7,1 46 SF NUMS ER OF LOTS: 2 SMALLEST LOT: 12,352 SF +/- LARGEST LOT: 14,514 SF +/- TOTAL AR EA: 0.62 ACR ES +/- OWNER: ERIC OD EN 9020 MORP HY AVE. FAIRHOP E, AL 36532 THE UNDERSIGNED , AS AU TH OR IZED BY AT&T, HEREBY APPROVES THE WITH IN PLAT FOR THE RECORD ING OF SAM E IN THE PROBATE OFFI CE OF BALDWIN COUN TY, ALABAMA, DATED THI S THE _____ DAY OF _________ 202 _ Gn.phle Sellle 20 40 I" = 20' AU TH OR IZED SIGNATURE CERTIFI CATE OF APPROVA L BY RIVIE RA UTILITIE S (ELE CTRI C): HE UND ERS IGNED. AS AU TH OR IZED BY RII/I ERA UTILITIE S (ELE CTRIC), HE REB Y APPROVE S THE WI THI N PLAT FOR THE RECORD ING OF SAM E IN THE PROBATE OFFI CE OF BALDWIN COUN TY; ALABAMA, DATED THI S THE _____ DAY OF _________ 202 _ AU TH OR IZED SIGNATUR E CER TIFI CATE OF APPROVAL BY TH E BALDW IN COUNTY E-9 11 ADDRESSING: THE UNDER SIGNED, AS AU TH OR IZED BY BALDWIN COUN TY E-911 BOARD, HE REB Y APPROVES THE ROAD NAM ES AS DEPICTED ON THE WITHI N PLAT AND HEREBY APPROVES THE WI THI N PLAT FOR THE RECORD ING OF SAM E IN THE PROBATE OFFI CE OF BALDWIN COUN TY, ALABAMA , DA TED THI S THE _____ DAY OF _________ 202_. AU TH OR IZED SIGNATUR E I EA SEE'S CER TIFI CATE OF ACCEP TANCE· {STATE OF ALABAMA) {BALDWIN COUN TY) I, -----------~ AS LE AS EE REPR ESEN TATIVE , HE REB Y STATE TH AT i LE AS E THE WITHI N PLATT ED & DESCR IBED LANDS AND APPROVE THE SAM E TO BE SURVEYE D AND SUBD IVIDED AS IND ICA TED HEREON, FOR THE USE AND PURPOSES HER EI N SET FOR TH AND DO HEREBY AC KNOWLEDG E AND ADOP T THE SAM E UNDER THE DESIGN AND TITLE HER EON IND ICA TED; AND GRAN T ALL EASEMENTS AND DED ICA TE ALL STREETS (IF ANY) TO THE PUB LI C OR PR IVA TE USE AS NO TED, TOG ETHE R WITH SUC H RESTR ICTI ONS AND COVENAN TS NO TED HEREON OR ATT AC HED IN A SEPARATE LE GA L DOCUM ENT. DA TED THI S THE _____ DAY OF _________ 2024. LE AS EE REPR ESENTATI VE -ER IC OD EN NOTAR Y CERT IFI CA TI ON: (STATE OF ALABAMA) (BALDWIN COUN TY) I, ==~=~=~~~~ A NO TARY PUB LI C IN AND FOR SAID COUN TY OF BALDWIN IN SAID STATE OF ALABAMA DO CER TIF Y TH AT WHOS E NAM E IS SUBSCR IBED TO THE LE AS EE 'S CER TIFI CA TE OF ACC EPTANC E, APP EARED BEFOR E ME THI S DAY IN PERSON AND ACKNOWLEDGED THAT HE /SHE SIGNED. SEALED AND DELI VERED SA ID INSTRUM EN T AT THI S FREE ANO VO LUN TARY AC T FOR THE US ES ANO PURPOSE HER EI N SET FOR TH . DATED THI S THE _____ DAY OF _________ 2024. NOTARY PUBLI C MY COMM ISSION EXP IRES _________________ _ CLIE NT: OD EN RECORD DEED INSTRUMEN T #568705 12/27/2000 THE POIDE VAN T SUB DI VI S ION PRELIMINARY AND FINAL PLAT MORPHY AVE, CITY OF FAIRHOPE, FIELD WORK BY: KA, JS RECORD PLAT -PEC A N ORCHARD, UNIT ONE · SLI DE 919-A 06/17/1979 BALDWIN COUNT~ ALABAMA DRAWN BY: KP CHECKED BY: JP SECTION-15, TOWNSHIP-6 -SOUTH, RANGE-2 -EAST SCA LE : 11"=20' CERT IFI CATE OF APPROVAL BY CIT Y OF FAIRHOPE (WATER & SEWER): HE UND ERS IGNED, AS AU TH OR IZED BY CITY OF FAIRHOP E PUBLI C U TILITIE S (ELE CTRIC). HEREBY APPROVES THE WITHI N PLAT FOR THE RECORDING OF SAM E IN THE PROBA TE OFFI CE OF BALDWIN COUN TY; ALABAMA, DATED THI S THE _____ DAY OF _________ 202 _. AU TH OR IZED SIGNATURE CERT IFI CATE OF APPROVAL BY CIT Y OF FAIRHOPE PLANN ING COMM ISS ION: HE UND ERS IGNED, AS AU TH OR IZED BY CITY OF FAIRHOP E PLANN ING COMM ISSION , HE REB Y APPROVES THE WITHI N PLAT FOR THE RECORDING OF SAM E IN THE PROBA TE OFFI CE OF BALDWIN COUN TY; ALABAMA, DATED THI S THE _____ DAY OF _________ 202 _ AU TH OR IZED SIGNATUR E SURVEYOR'S NOT ES· 1. UN LESS STATED OTHE RW ISE HER EON. THI S PLAT WAS PR EPARED WITH OUT BENEFIT OF AN ABSTRAC T OF TITLE . NO LI AB ILI TY IS ASSUMED BY THE UNDERSIGNED FOR LOSS RELATI NG TO ANY MATT ER TH AT MIGHT BE DISCOVERED BY AN ABSTRACT OR TITLE SEA RC H OF THE PROPERTY. TH ER E MAY BE RECORDED AND UN -RECORDED DEEDS, EAS EMENTS, RIGHT-OF-WAYS OR OTHE R INSTRUM ENTS TH AT AFFE CT THE BOUNDAR IES OF THI S PROPERTY. 2 . REPRODUCTI ONS OF THI S PLAT AR E NOT VA LI D UN LE SS SEA LED WITH AN OR IGINAL SURV EYOR'S SEAL. 3. TYPE OF SURVEY -BOUNDARY & SUBDIVISION SURV EY 4. ALL BEARINGS BASED ON GLOBA L POSITI ON ING SYSTE M OBSERVATI ON US ING THE NORTH AMER ICAN DATUM OF 1983. ALL DISTANC ES SHOWN AR E GROUND DISTANC ES. ALL MEASUR EMENTS WERE MAD E IN ACCORDANC E WITH U.S. STANDARD FEET. 5. FIELD WORK WAS PERFORMED 10/25/2023. 6. THE LOTS SHOWN HE REO N AR E SERVED BY AT&T COMMUN ICATI ONS, (TELE PHON E) CITY OF FAIRHOP E -WATE R, GAS, & SEWER. POWER PROVIDED BY RIVIE RA UTILITIE S 7 . THI S PROPERTY LIES WITHI N THE CITY OF FAIRHOP E. 8. NO NEW STR EETS OR UTILITY LI NES AR E BEI NG CR EATED BY THI S PROJ ECT AT THI S TI ME. 9. TH ER E WAS NO ATTE MPT TO LOCATE ANY SUBSURFAC E FE ATUR ES ON THI S PROPERTY. 10 . VERIFY ANY ZON ING, BU IL DING SETBAC KS ANO BU IL DING LOCATI ONS WITH THE PROPER AUTH OR ITIE S PR IOR TO BEGINN ING ANY PLANN ING OR CONSTRUCTI ON . 11 . TH ER E SHALL BE A 15 FOOT UTILITY EASEMENT ALONG THE FRONT, REAR ANO SIDE LOT LI NES AS REQU IRED BY RIVIE RA UTILITIES ANO THE CITY OF FAIRHOP E. SURVEYORS CE RTIFI CATI ON· STATE OF ALABAM A, COUNTY OF BA LDW IN I, JUSTI N PA LMER. A LI CENSED PRO FESS IONA L SURV EYOR IN BA LDWIN COUNTY. ALABAMA , HER EBY CERTIFY THAT ALL PARTS OF THI S PLAT AND DRAW ING HAVE BEEN COMPL ET ED IN ACCORDANC E WITH THE CURR ENT REQU IRD.1 ENTS OF THE STANDARDS OF PRACTI CE FOR LAND SURV EYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOW LEDG E, INFORMATI ON AN D BELIEF . JLJS11N PALMEJI, PU Dilln 0 2./ll/ZflZ.4 UCUilSED I.AND SLIR.VE'fOfl Pl.YJ4H4 THE WDOOI.AN05 GINJ(J,-, UC CCMl OU 1'HORMJtl"AltKIID, fAlJtHOPE , "1 H5Sl fflONl: Ul-92.t--4174 £MAIL: JLISTIN.THEWOOOI.AHOSGJIOU P..otlG OATE: 10/1!:,/201J ~m 1 CF 1 -------TH E-------- W O OD L n nos -----GROUP----- Sur ve ying S o l u t io n s From:Lorena GregoriusTo:planningSubject:Case SD24.04 The Poivdevant Subdivision PPIN # 15191Date:Friday, February 23, 2024 9:10:55 AMTo: Fairhope Planning Commission,We have lived on our property at 20163 County Rd.13 sinse1986 and all of that timethe intersection of Morphy and County Rd. 13 was unsafe and many accidents haveoccured there. The addition of another ingress and egress from a new residence will only add to that issue. There are many families that walk their children to school in this area, not to mention those of us who want to utilize the sidewalks and the traffic flow is at the very least unbearable at certain times of the day. We think it is time to do a traffic study for this corner and see if a traffic light would decrease the danger at that corner and also provide for better traffic flow so those of us who live on Morphy & County Rd. 13 can even get out of our driveways. Regards, Richard and Lorena Gregorius 20163 County Rd. 13 Fairhope, Al. 36532 251-454-9879 11] City of Fairhope Planning Commission March 4, 2024 Project Name: The Proper Site Data: 1 .68 acres Project T'i_~e: 10 -Unit Multiple Occupancy Project Jurisdiction: Fa irhope Planning Ju risdiction Zoning Dist rict: B-1 PPIN Number: 9585,9601,121255 ,9602,361754 General Location: Southwest corner of Nichols Avenue and Young Street Surve'i_or ot Record: Good wyn Mills Cawood Engineer ot Record: Goodwyn Mills Cawood Owner L Develoe,er: Starlight Development LLC School District: Fa irhope Elementa ry School Fa i rhope M iddle an d High Schoo ls Recommendation: Ta 6Ie for f u rth er re searc h. PreRared blt: Michel l e M e lton SD 24.05 -The Proper J: ; i_:::;.__...__-..... ----1 ~1-----..------1 ~~ ;_p H----i WINTERHAVEN CT -NICHOLS•AVE ~ "' z ----g --Road c::::::J Corporate Limit c:J Parcel Zoning District -8 -1 B-2 R-1 R-6 N ~ WW E s APPLICATI ON FOR SUBDIVISION PLAT APPROVAL i\pplicntion Type O V11log.: Subd1,~sio 11 !;21 l'rdiminni:y Pint 0 Minor Subdivision O lnfomial (No Fee) D Finni Plot G;)/Multiplc Occupancy Pro;cct i\ttochmcnts : !iZI Articles o f Incorporation or List :ill :issoci3tcd investors Date of Applicntion: November 28. 2023 Property Owner / Leaseholder Informa tion Name o f Property Owner: Starlight Development LLC Phone Numb e r : 25 1-289-5196 Address of Property Owner: _2_L_o-'ng"-l_ea_f_C_ir_cl_e ________________ _ City: Fairhope State: AL Zip: 36532 Proposed Subdivision Name: _T_h_e _P_,o..:.p_e_r __________________ _ No. Acres in Plat: _1_.6_8 ________ _ No . Lots/Units: _1_0 ______ _ Parcel No: 9585, 9601 , 121255, 9602, 361754 Current Zoning: _B_-_1 _______ _ Authori z e d Age n t I n formatio n Pl.ll IU\l~I be-~•gnr d by tile J)l 0 1)<"1 ly O\~ llt·r hc tnr1 • llCN'JlU I llf"I~ IJV lhe f "IL\' o l F 111rltOJY' Name of Authorized Agent: Goodwyn Mills Cawood Phone Number: 251-626-2626 Address: 2039 Main Street City: Daphne State: AL Zip: _3_65_2_6 __ _ Contact Person: Melissa A . Hadley, PhD, RLA, A ICP Surveyo r /Engin e e r Information Name of Firm: Goodwyn Mills Cawood Phone Nu mber: 251-626-2626 Address: 2039 Main Street Cily; Daphne State; _A_L ____ _ Zip: _3 _65_2_6 ___ _ Contact Per son: Stuart Smith. PLS / Scott Hutchison, PE Plat Fee Calculation: Re fe rence: Ordinance 1269 Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to lhe City for review. •Jf property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this ap~cation. 1 _p} ~ Carlos Lett _/:a.,..~=--t.-b<~:..g.i:,.-,,; _________ _ Property Owner/Leaseholder Printed Name Signature Date Fairh ope Single Tax Corp. (If Applicablet Preliminary Plat Application Checklist* *This checkli st is intended for c o n venience purposes only. Refer to the Subdivision Regulations for a complete list of requirements. 'C: 2 Copies of the Plat ~ 2 Sets of construction plans ~ 1 Copy of the plat in PDF fo1mat on disk ~ Subdivision Application with Articles oflnc01poration Attached ?5 Errors and Omission Insurance l< Drainage Plan (stand alone document) ;2< 0 & M Plan l< BM P Plan (stand alone document) :X Street Plan ~ Ped estrian C irculation Plan p ,.g ., 6 uf 10 ~ Landscape P lan including strnet trees and tree preservation plan (stand alone document) N/8 Traffic Study, if applicable (stand alone document) ~ Aerial W ith Topographic Overlay ~ Utility plans and Profiles ~ A street lightin g plan NI~ Proof of R eceipt from the County, if applicable N/~ Certificate of County Zoning, (must be signed and zoning of property, if any, indicated) NIA Memorandum of Transmittal signed indicating County's receipt of plat/plans for development being submitted before Planning Commission. ~ Flow Modeling NI~ Other engineering and pertinent documents: (including but not limited to Floodplain/floo dway information, CLOMR, LOMR applications or correspondence, wetland s reports, and ADEM corresponden ce, ADEM Notifications, ALDOT correspondence, etc.) 2S All applicable pe1mits (e.g. ALDOT, ADEM , COE, etc.) Please note that if your site is located outside the City of Fairhope limits, but in the planning jurisdiction, the County documentati on is required and yo ur application will be considered incomplete without the County documentation. P..g"' 10 u f 1 0 CERTIFICATION OF PROPERTY OWNER NOTIFICATION LIST As Required by the City of Fairhope Hearings on Subdivision plat applications require notification to all proper ty owners adjacent to t he proposed subdivision. This list must be the most cmrent property owners' records available from the Baldwin County Revenue Office. By signing below, I Mel issa A. Hadley , (applicant) do hereby certify that the property owner list attached to this a pplication was obtained from the Baldwin County Revenue Office and is a complete l ist of all real property owners/lessees adjacent to t he property submitted from Subdivision approval. November 28, 2023 Date of Application 1 SD 24.05 The Proper MOP Preliminary Plat – March 4, 2024 Summary of Request: Public hearing to consider the request of Goodwyn Mills Cawood (“GMC”) on behalf of Starlight Development, LLC for preliminary approval of The Proper MOP, a 10‐unit multiple occupancy project, and a waiver of the requirements of the Fairhope Subdivision Regulations, Art.V(E)(3)(a) “Lot Access.” This application will require final MOP approval. The property is approximately 1.68 acres and is located on the southwest corner of Nichols Avenue and Young Street. Mr. Jeremy Sasser, PE of GMC, serves as the engineer of record (EOR) for subject application. The property is zoned B‐1 Shopping District. Site Data Table General Comments: The applicant has provided a site plan illustrating two (2) rear‐loading rows of townhomes. There are seven (7) facing Nichols Avenue and three (3) fronting Anderson Avenue. Two (2) styles are being offered. See Architectural Plan. The two (2) clusters of undulated townhomes share a common rear entrance in the form of a private drive, Legacy Loop. There are six (6) guest parking spaces in this area. There are a total of 26 parking spaces provided. Each unit will have a two (2) car garage. Each unit has an 18 ft wide driveway. The 26 outside parking spaces provided surpass the parking requirements. 1'Cff-"l... S IT!!. lffiU> = j .t, • F<FSx TOTIIL M.lt,,@Ei! TOW t<.H OU E: L<Jrt;: = I '. il.41.1..ESf LOT -~tt"I ;;.,::rm ,,i, 489 ',F.: Efil LOT -0,' 4 ,l'i ~.ES ± ~ ' 9.59 5 F±, TQTPL (:,CW.MC NifA = [l.61 ~Ii ~± C:l!!,Ci7i !a F,=) ~ C:f'i'I' F. FilRH t:1Pt B'-1 51-1-"I !:l l~ :tttlllfll ReJl,11,e,1 eta • 111)1,' F"nillllr J;~~ • :.JI' PI E ~ :::-ET aicit ?E RO ~IDE S~lt. lrt1"'1L•~ LOT ll'IIID1 ,o;r THE EU • .. N!AAl"-!U l"Cl!ll1T IUQIH Ci1 [t-.T U llal illL~ LCiT At.E.lL IS· .5,B)!l ,<.F JilllJI1ia r□IIF -~ ""'n::!l i i.LI! 2 SD 24.05 The Proper MOP Preliminary Plat – March 4, 2024 Site Plan NrCHOLS l\.VE .NUE ~ 1-- 1;/'l r-~~ ~·· :::, CJ >- 3 SD 24.05 The Proper MOP Preliminary Plat – March 4, 2024 Waiver Request Applicant is requesting a waiver regarding Anderson Avenue, aka Anderson Street, from the following section of the Subdivision Regulations: Art. V(E) 3. Lot Access – a. Except in rural and agricultural subdivisions under Section D.7(c) and (d), or as otherwise provided in these regulations, all lots shall front upon a paved, publicly maintained street, and be accessed via such frontage. The Commission, in its discretion, may (but is not required to) allow deviation from this requirement where such frontage and access to each lot is unattainable due to unique and extraordinarily unusual characteristics of the property. Deviation will not be allowed where it appears to the Commission that that the deviation is proposed, in whole or in part, for the purpose of reducing development costs or increasing density. In allowing such deviation the Commission shall require the creation of easements at least 30’ in width to provide for safe and convenient access for ingress/egress, utilities, and public services. Double frontage lots are prohibited, except where lots consist of more than 66% of a block. Anderson Ave./St. is a right‐of‐way platted in 1946. Currently, there are no improvements installed within said right‐of‐way. Applicant desires for Anderson Avenue to remain “as is” and not provide any improvements beyond clearing overgrowth and installing sidewalks to the units. Applicant states that there is pedestrian access “via such frontage” on Anderson Avenue. The southern triplex faces Anderson Avenue. The Anderson Avenue ROW “exists” off Young Street. It has a visual curb cut from Young Street; however, it is an unopened ROW that has varying widths on various maps and plats if and when Anderson Avenue shows up at all. It currently provides access to a few residential lots. It also currently has a very large, felled tree across it that is visible from Young Street that probably dates back to Hurricane Sally. The City nor the County recall ever maintaining Anderson Avenue; thus, is Anderson Avenue a “paved, publicly maintained street” per the Subdivision Regulations? The City nor the County has conclusive evidence of the annexation or vacation of Anderson Avenue. County ROW confirmed a 15 ft ROW from a better version of Slide 116‐A. Applicant contends that Anderson Avenue has a 20 ft ROW. Baldwin County Parcel Viewer has Anderson Avenue with 16 ft ROW. See below. Baldwin County ISV3 (kcsgis.com) last visited on February 23, 2024. 4 SD 24.05 The Proper MOP Preliminary Plat – March 4, 2024 Slide 116‐A has Anderson Avenue platted going all the way through to another unopened ROW Ellis Road. See below. An ideal City “Road” or “Street” has 50‐70 ft ROW width. A “Lane” has 20 ft ROW. See Fairhope Subdivision Regulations, Appendix A, Table 5‐3 “Street Classification, Design, and Function,” p. A‐2. Applicant desires for Anderson Avenue to present and function as a Lane. Applicant provided the following justifications for the waiver request: 1. All lots in the proposed subdivision will be served from the rear by a private drive and two other existing roads, Young Street and Nichols Avenue. a. a. As shown on the accompanying Site Plan, three (3) lots and the common area contain frontage on the existing Anderson Avenue. Per the City’s development standards, all townhomes must be accessed from the rear. Therefore, the proposed lots will be so served by a private drive within a 50’ access easement. Vehicular access to all lots and common areas within the development will be via the rear‐facing private drive. b. The fronts of units shall provide pedestrian‐only access via front porches and sidewalks. 2. Mature trees can be saved. a. Preserving existing trees in place is a top priority for The Proper Townhome development. This is reflected in the careful placement of lots, drives, and common areas to avoid the removal of most existing trees on the site. Granting this waiver request will allow to preserve ANfJ£R50N AVENUE I ' .. \ I ' ~ "' I' I I' ~ /"IRST COUl'T l, ~ ~ ,,. I .. - \ '~ ., I ~ I ' '- .,. ..;. ,;.. 5 SD 24.05 The Proper MOP Preliminary Plat – March 4, 2024 in place a mature stand of existing live oak trees ranging from 20” to 52” in diameter located along the edge of Anderson Avenue and lining the property boundary. 3. Disruption to the existing neighborhood is minimized. 4. Subdivision Regulations allow for the granting of waivers. The Planning Commission, in its discretion, may (but is not required to) allow deviation from this requirement where such frontage and access to each lot is unattainable due to unique and extraordinarily unusual characteristics of the property. Article V, Section E, 3 (a). a. Anderson Avenue presents such unique circumstances due to its preexisting condition that has been accepted as‐is for decades. b. Widening the road will negatively impact the existing home located adjacent to Anderson Avenue on the south. If the City needs Anderson Avenue to function as a road or street, then the City may need to acquire additional ROW for Anderson Avenue which would significantly impact the project according to the Applicants. The total ROW needed is unclear at this time. Other factors to be considered regarding the classification of Anderson Avenue include, but are not limited to, drainage, pedestrian circulation, acquiring additional ROW on the opposite side of Anderson Avenue than the proposed development, and access to provide services to undeveloped residential lots. The Planning Commission is the authority to allow a waiver. The uncertainty of jurisdiction, ROW, and future use of Anderson Avenue, and how these may affect this application is potentially significant. Staff recommends a title search for Anderson Avenue for all parties to better understand and consider these potential implications for the project. The issue of Anderson Avenue is to be determined; however, the following information is applicable to the project. Utilities: Fairhope Utilities are available for all utilities. AT&T provides telecommunications services. There is an existing fire hydrant adjacent to the Nichols Avenue substation on Young Street. Two (2) more hydrants are required for the development. Traffic: A letter was provided by an engineer stating that the daily trips do not trigger a traffic study per the subdivision regulations. Drainage: One (1) detention pond is being created in the southwest quadrant of the site plan. The Engineer of Record provided a written statement stating that the ponds, as designed, conform to the requirements of the Fairhope Subdivision Regulations and all other applicable rules, regulations, laws, and ordinances. 6 SD 24.05 The Proper MOP Preliminary Plat – March 4, 2024 An Operations and Maintenance Plan (“O&M Plan”) has been provided and will be recorded holding the owner responsible for routine inspections and maintenance. The classification of Anderson Avenue may affect the drainage plan for the development if it is determined that Anderson Avenue needs to be widened. The detention pond will encroach into an extended ROW. Greenspace Requirements: The greenspace requirement per Fairhope Subdivision Regulations, Article V, Section C(2) is 20% for this residential MOP, which translates to 0.34 acres. There is 0.67 acres of Common Area in the proposal. It is unclear if the entirety of the identified Common Area is eligible for the required amount of greenspace. Landscaping Requirements: There are extensive landscape requirements for this project. The original Landscape Plan presented apparent conflicts with the existing and proposed utilities. For example, trees to be installed, at maturity, would wreak havoc with considerable existing overhead power lines. Applicant has since provided a Conflict Resolution Plan that was developed in concert with the Horticulture Supervisor that will eliminate conflicts. Said Plan is included in the packet. Sidewalks: There are existing sidewalks along Young Street. The Site Plan illustrates the required sidewalks to be installed along Nichols Avenue with connections to the 10 units fronting Nichols Avenue. Applicant will install sidewalk connections to the three (3) southernmost units from Anderson Avenue. Recommendation: Staff recommends SD 24.05 Preliminary Plat for The Proper MOP be Tabled for further research. Specifically, a third‐party title search for Anderson Avenue. r ni ts P e i Aue Less than 2 uni.ts per acre _-4 m1:iJs pe.r acre 4-6 units per acre More than 6 tmi.ts per acre G.-ee n space Amount 10% 15% 20% 25% Multiple Occupancy Project -C01mn ercial 10% Multiple Occupancy Project -Residential; i.udndi.ng but not hmited to Mobile Home Del. elopments and Manufactured Home Developments as defined by U1e City of Fairhope Z omng Ordi:m1rnce , Baldwin County Zoning Ordinance or Baldwin County Subdivision Regubtio11S a.s applicable. Le s than 3 1mits per acre 10% 3 units per acre l 5 % 4-6 units per acre 20% More than 6 units per acre 25% 2 H I l i -,cu \ TOP El..-u:e.n' \ D C 8 ::: .. ~ .. ... ~ ~I .. , ~, "' ~i g ~' -== 2 I I rrl I• I I 3 ,VI CB OLS A~ 4 l A,II PARCEl...NtNl;O: 05-~~,.61)8 FSi AAD FJ,IIM')f'[ AI.A&IIW,, Cf1Y or I (!WO I.NE ~ /&rl' lt.O.•'· .II$ l'[R (:(.'U,(l'Y TAil. MAP) '\ \ DS..'il'()Nf, $UBD.IVISIOJV ~ D1!1l -1 i 3 ,, LOT ., 4 5 6 5 6 7 8 9 10 N I CH OLS & YOUNG TOWNH OMES ~~~i.Ell a' 1lUo'Jm:Jt 0:-THC 1=.~t~a'" {rl£CO!IJ, NOT 1.0C4JED) ,----- : I § : 1ft ~·. i~~ ~:; Ii ------- ----I § t t l Ui wt~ ·1~ rti~ I I , I '/ L -----,, 11 ' I I ~ § !ij~ i .3 ~,If ,,~$ -~ ~ 7 o ,r.vBJ</Dl!VlllOPIB STARLIGHT OE.\6..DPtl.ENT. L1..C 2 LONCLE>F CIRCLE f /lJRHOPE. AL J-.ZSJ2 SURVEYOR SHJ,tffi L. SMITH AL. LICENSE NO. 27403' = TAX PMC:a. NO. O~-A 6-03-J7-0-()15-002.000 OS-46-03-J7-0-01 S--tl0l ,000 o~-◄8--0.l-J?-0-01 5-002 ,00.2 05-46--0J-37-0--015-00-l,000 ~-46--0J-J7-0-0tti-002.003 TOTAL SITT: AREA = 1.B8 ACRES± TOTAL NUMBER OF lOWNHOME LOTS = 10 SMALLEST LOT -0,08 ACRES=': (J,489 S.F,=':) LARGEST LOT -0 . 14 ACRES± (:5.98& S.F.±) TOTAL COMMON AAEA. = 0.67 ACRES± (29.072 S.F.:t) -cnv Of FAIRHOPE B-1 SHOPPING DISTRICT ZONING BfPIIIREV ENfS 20' F"RONT SET8ACK 20' REAR SETBACK • ZERO SIDE SETBACI< • NO MINIMUM LOT WIMH AT THE STREET' • 30' MAXI MUM HElGHT REOUI A:EMEtfT • MINIMUM LOT AAEA IS 3,600 S.F. OEPIC"TfP fASQJENIS 15' UTIL.ITY &: ORAIN.\CE EASEMENT .t>J...ONC THE SUBOM SION PERIMETER SIDE ANO REAA BOUNOAAY LI NES. • THE cnv OF f AJ~HOPE StW..L NOT 8 E .RESPONSIBLE f O~ MAINTE>U11iCE OF t Ol,OAON .t.li~ °" A>('( EA.SD,jelfS ls- PER lHE •PPROVED DfVISl9N l£!liJW. POV-~ 5.E\\'ER WATER TELE -F.JilRHOJ'E OTIUTIE:s -FAIRHOPE umm ES -FAIRHOPE UTIUTIE"'i -_.,T.t.i;T GENERAL SURVEYOR'S NO TES V I C I NITY (.l<APHIC SCALE ( IN FBl.'1.') l mch=20tl 1, "SOURC.ES OF fN"f ORMATlON USEJ) 1'0 f "-L'IUT~TI: THIS SURVEY WERE PRC!'IOUS SUR\IE"fS D.,,. THIS Mill OTHER FlR"US. THE ~EOOROEO Sl.lBOlvlSlOO PLAT -'NO/OR OTHER HEC{)"l1En t)l>ell~ENT!: SHOWN l:f[ll:EON 2. J'liO mLE --SEARCH, Tm.E OPINIOh' OR ABSTIVICT w~ f'mfOR).(ED BY TH'.is f1Rt,t THE'RE W..Y. 9:E OEEO!i OF RE~D. VN~ECOR:OEO rtEEDS, EASDIENTS, RICHT---OF-W>'rS, OR Ol HEA ~iSl~UMDflS OF RE.COR;O Wl--ilCH COULD ol.FFECT 11-!E. OOUM.il.!omE:s PF THI.Si: ~ERTV THAT WE:RE ~OT FUf!NISH,EO },T TIME OF SURVE'I'. J FlEl.D WO~I< FOR THIS SU~EY 'iAS COMPlfTTD Qt,I 07/10/20'1.J. 4 _ .t.ll BEAi(ltJCS MlE_ ~ED OK No,mt .WERICAN DATUM l 98l, AU.liAW \il'EST lONE; STATE PLANE tlAIO NORTH~ OERIVEI.) 13'1'" Gl.09!1.L POSITIWINt. SYSTEM OSSOOATIDN: ,llL OISTMICES SHO\\'M ARE CROUNO DISTANCES, All MEASUROJEMTS l'IERE MAOE IN ACCOROANCE WITH U.S. SU~EY FEET. 5 . El.EWTIONS A.~E ~EFERENCED TO lHE N"Of(JH AMERICAAI \IERTIC.t>J... IP,lUM OF 1$.Htt <X>NlllU/.'S •RE SHOWN •T TWO FOOT INTER\l,!il.S. 6, NO Uf',IOERQW\.INO IMPROVEMENTS 11-\VE B.EEN LOCATED UNLESS S~N.. 7 .s.t>BAJJI-. Ot4t C:S.ll WAS CONT:SiClEO 10 H~\IE THE UNDERtJROUNll VTIUllES' IJ#t-:Efl FOR ~~ ~E 0 ;/~: 2 i 11~c~rr J;.5 s~~ 1::r~l~t,0r AN~~ 8 ~ 2~l n:t oF 1111s Sll'WEY THE ~VE'(OR WJ<ES NO ClJ~TfE lH•T THE ~DEf!CROUtl'O UTI LITIES SHOWN i~~ ~~ ~T~Tl~~~~~r J~~~~N~R~:~~ff"lliA~E Ir~ lHE FJCACT LOC•TION INDK'.ATE.I). itl/T THE VTIUTIES ARE SHOWN AS-ll:IEY l'l~E MARl(EJ) IN lHE FlELC cl~ OTHERWISE STATED- e THE ~/EYEV PRCPElTTV LIES WITHIN SECTION 20, T(NINSHtP i, SOl;ll-i, li''-'4GE ? W T, ~LOWIN OOU}ffY.~ ~ THE fllCHT-OF-WAV WIUTH FOR YQ4JNt: 5ffiEET Wl'S ~OOOf'.iATED WITH THE WESTE'RLV SIDE 9 1:.100 33' ~ $HOW» ON SU61'11\/l!iJO~ PUT RE.oru:lD(D 0/f S LIDE: -410 -8 A,jD TH,£ ~L'! S11'.lC SEIKC 20 FEET AS SHOWN OH i lmQNISIDM RLAT JlECOROEO 0~ SL.I.OE 207 2-f . SPECLlL NDT'ES • lHE S\.ffl'VE'rEQ PAOFOOV IS LOC~TED-IVITHI~ ~ AAU. ~\11'-IG ~ Z~E DESIC~Tl.'.)t,I Cf" ~ iff THE ffDERAL EMERGENC"I' M.A.N'-GD,!ENT A:(DICY (FEYA}, AS S"""l...EZl FROllill fl..000 IN'SU,U.W::E RA.TE MAP NO. -(1 100JC064.t./4, WITH A RE\ilSED DATE OF IOEITTIFIC,t,TIOtt OF .tJ'RIL 19, 201.9, FOR COl,O,'U~IT'f NO. 0'10006. IN ~l N COIJHlY, STATE or AlJ,8AVA THE HOMEOWNER'S ASSOCII\TION Will BE RESPOt,ISIBL.E· FOR lli'E WilN"lENANCE ANO EN'ERG'I' COSTS OF Mf'" STREET LIGHTS, THE: HOMEOWNEJfS ASSOCl.6.TION 'Nill B[ RfSPONSI.Bl£ FOR THE: -tMIITTE:/rolANCE OF AU. -CO,_.UOk 4REI\S. lHE HOMEOWNER'S ASS.OCIATlON Will BE RE$PONSIBl£ FOR lHE ~IN"l EN.t.NCE OF THE R0,6DWAY THE HOMEOVl).IER'S ASSOCl-'ITION Will E:IE RcE'SPONSlel£ FOR THE f.!AltflE~NCE OF All (W.ltW:,E INFlMSTRlJCTURE. 11,ll LOTS SHOWN HEREON AJl:E SU!JJECT TO ~E TERMS ANO oo,mmONs OF TH E tJICHOUi CQi.,.fff.!,RO,S OttU-.llTIOtv VF 00\'E:NA"ll'S, CONOlf ~S A~CI RE:SfRlCTIOJ,IS: TO SE: RE:COROm IN ~.L.CWIN COUtm'. AI.Af!AMA (THE 1)ECL.A.'AATIOH-• .), l~LUOING lliE VARIOUS EASEMDnS, USE RE5rnK:TIONS ANO THE CREATITTN OF LIENS FOR lHE Pol,Yi,11EJ''lll OF ,lf,lfflJAL ASSE~ENTS A.<:; ll,IQRE P.-RTICUlMLY DESCRIBE];) IN THE C€CL.ARATI CN. THE l~TER""'lKm..,L RE.SIOENTii\L COOE RE-OdlRE!r.4ENTS FOA: FlF.E'/JALl.S, FI RE AATIMC OF EA\IES. SOFFTTS, &. UMIToltTION OF OPENINGS" \11,lll 0C ENFO~EO ~Etl ON Bl.!11.Dll-,C PROXJ¥1TY 10 THE Pt.O~ERTY U~E U A P NOT TO SCALE = P.O.C. POINT or COf,0,1::M::D,l[Nl P.O.B. PCHNT CF 8ECltffltNC (Al ACTUAL (,0 RE.Ca!O OEID (P) PLAT 0 1" REOORO (C) COMPVJEO OllF OPEN TOP I~ PIPE FOUND IPF IRON PN ~0 cnF Cflllr.P TOP IRON PIPE: rotJND CRr C'Al'PEO FIESAA FOUNO Fl8F RE818 FOlJKO CRS 5/a· CAPPEO RHWf sa ST,l,J,IPEO CA#1196- CWF o:JNCi.ETE MOMUlo'ENT f <ltND CWS CONCflE:TE: MOMUl.£Nl SIT L.Sf LICE.MID PROFl:SSIONi'L. SUIMYOR'S NUMBER Cl# CE:RllflCATE OF AUlHOIIIZATION NMBER (DIS1' DtSNfl9ED (REF) REFERENCE CORNER 5El ON LINE (UNR) UNl!EAD4!U It& # INSlRUM8iT NU\.IBEJI: SEI:l, SECTION T-TO't,ltSMIP 0--RN<CE -o-PQllfm f>Ol.[ E--011 WIMC A/W "1GlfT--Of --'IQ.'r R:.0.W. RICHT-c4"◄•b ~ fl~ HJ!}RNtT ..,. "''" (!I TEJ..fPMONi K.QE:Sf.AL I ~J~~BO). Iii ~l OO.ll (',\L!JLTl EL/Elf'II ELMTION .. , ...... (lD Ttl.EPHO,.:E BO)( (\!AULT) I fl'~m,; lotCT~ -S..."'!ITAIO'S£1io9tVi.L.~'E: ~R"V,IL\i[ C,1,S 1/H,..',£. 11! TMH'S~ER IIOJI J;'i LIGHT ,Clf ~ C,t,tt.E'. TV BOil ~ ELtt'lRIC 80)C I ~~~~~~'/M.~ G ~rr!Vf'I ~ WiHHOLf. @ STI)FIW 0~11'1 MANHOI...E i ~~H~~~OLE: @ ~,,,-~ 011:l'«RPUJ,IP el Cii£Ast:m;P a._ f i.AQ'PQlf C ea.~ UN[ ~(:N ~ .£ lUEfHONf S1G1'1 W l1K~ £. ·ll';t;TUilJf"E fbRl(Eft ~ Floo:t Of'.ITIC'" LitiE: IU<M(flt (~.) Elf.Ce:PnOM -FO-~KO R9~ OPT10 LmE: -(f-0\101H~ El...ECTRIC -1"£-P IEl.1 El...f(IIBIC: UtiE -llr-~~Oll;M l E:t.fPHOlj[ Litl E: -~-Utlljffi.GROUND SE1161' LIME -W -Vk:ERC.=IC4J!(O 1¥,1,roiUIE -0 -~OIJNOW U~[ -W -v,(i)£"i'GR0Ut10 lELE',,151~ 1J.f.fl' SPOT CMN:!E El£V~ 0 F.tAX:8 CUP~ iilET.aL. Pl}'E ~ RE~EI) CONCR~ P~ ~-_,ro<:E ---Q-1,1,1,t UNI< f"ENCE --SIIRB IIIIRE FE"-E _ _,_ HOC wutt: F'E~t ('} DENOTB ST.11.ltMOO ~ I.MO SJII\,~ '1'.6M rn.POWtv l!OfCH!.Urru( □""'"-' □-D GIIAV"- •~~L~ =11,~~_J,_fg PED fi£QIIR SE:T (CR'S) DR ~CRIM'lON PROM S/JRYIY COMMENCING FROM l H E NORTHEAST CORNE}<' OF lH,E NORlHEASf Ol)A.'1T[R OF TH,E ~ORfH'NEST QUARTER or SE~ON 20, TOWNSHIP 6 SOVTH R;!,NGE '2 EAST. B,A,L.D~N COI.JNT'r', ~1..A&.Tt,V,: TI:iENCE ~UN 5 01.mi sg•11-o·n · WEST A DIST ... NCE QF 3J.25 FEET TO A, POfNJ": lHENCE RUN SOUTH A. DIST-'.NCE: OF :U,QI) FEtT f Q A 1/2~ IRON ~ WrrH ~p (AANOLD) LYING .tT THE SQuTHwEST lNTERSECll~ or t41CHOl.S _AVENUE (SQ~ W10E RIGHT-:-Of-W4Y) liND VOUNQ. STREET (:;:,' WIOE ~IC:HT-OF-WAl'} FOR THE P(]j"'{T Qf Rffil~NING· THEHCE' Rl»,: SOUlH tl<t 1J'~• '°'EST ALON!?. lHE \\EST w.RCIN CF SAID YOlli:,IG STREET A DIST~CE Of 15t.1e FEET TO ~ ,;-;_·• tRO~ REBAR WTTH C/.P (!,RNOlD); TH~C-E f.'UN SOUTH ouoe•o9 • WEST AlotlG lHE ,.._EST w...~tlN OF s ~ro YOUNG STREET ~ OlSTANCE OF t~.09 FEET TO/+. j/2• IF!ON RESAA WITH C.4.f> {JllECI BL.£): THEt.(;E t..D\lltiC ~JD WEST MARGlti R\JN NORlH 8!.'S<t'l•" WEST A OtS"TAl'+CE OF 79B 11 FEEf TO A V-8" l,R.Cf-1 R~ \l.'ITH r.A~ {C/1#1 1$6-}1 lHENCE fWN NORTH 00'2~·0.t.• EA'SiT Ii. DISTANCE Of 145.00 FEET 10 A 5/ff" l~N REBAR Yl1TH CAP (CAf11~6), SAID ,_:raNt BEJ ►lG l"Hf ,50\JlHWEST CORtlER Of FAIRHOPE \IIC1ID cmTACES SV0t>MSKlN AS SHOWlv ON ~I.J,T lHEREOF ~c~oru Qt,I SUOE 25.14-r IN TH.,E OFFICE or TH,E JUOCE OF f'>ROl::"JE.. BAJ.J)'Nltf COUNTY1 Al.A8.• .... TH ENCE ~ SOUlH 69'59'0J• Wl .!iLONG THE SOVfH LINE OF SAID Sl/BDI\IISION ,II,. CltSTA~CE OF -9-9,90 FEET TO a 1/"J.~ lf!ON R[eJ,,R WITH ~ (ARNOLD); THDlCE RUN NORTH oao,·4()"" E,tSl M.ONG. lliE EASJ LINE Cf'" SAID SLJ!JO_IVISIO:. "DISTA.1€.E Clf" 151.96 FEET TO A 1/'},. IROli R£1:IAR WrrH C;P (FAl ~.Hb?E l ffi.E) LYING c+I THE !iOUTH UAAblN tF SNO NICHOlli A\1£NUE: ll:l.ENCE ~UN SQJJTH &.r 49•0 4• ~ ,IILOHG ~10 SOUTH lri!.UWm .a DIST~ OF '99,9e. FEET TO A ,;," IRON RE:B,t,R WITH OAP (r AmHOPE TITLE): THENCE RlJN SOIJTH t19~S:t~· Dir ,o\LOMi SA1D S.OlilH WiffGIN A OISJANCE Cf'" 97.92 FEET TO JHE POIIJT Of BEGIKMING: SAID OE'sCRIBED PAA_CEl.. COMT~J,{INO-1.~6 ...C~. IAORE OR U::SS. SURVEYOR'S CKRTIFICAX/QiY I I-IE:REBY STATE TW!iT 1'lL PA~ OF THIS SUR\li:Y AHO ORAWlNG H.6.V[ BE:E:N-C'OMPLETECI 1H ACi;x>RDN-K:E WITH THE CURRENT ~EOVIREMENT'> Of THE STAHOAROS Of PAACTICE FOR LAND .SU~ING IN l"HE 'ST."TE Of A~ TO lHE BEST OF ti'( ~NOwLEOGE, INFO~TION ANO BELIEF. STU/.RT L SMITH, PLS ~ LICE:NS[ NUI.IBE:R 27 .. 0"3 OAlE 'OAAWINC, IS ltNAlli) WITHOV1 THE SICN,.,nJRE & -SE.AL OF • LICENSED LAND S\JIM:VOR 8 9 10 () _, ~ ' _, 6 ' , 8 >: ~ () en _, _, ~ (.') z >-3 Cl 0 g :I co 0 j "' ~ "' co co " "' "' ~ ~ co _, "' 0 C < (D ~ ·; ti "' i;; ~ co C z;; z a, ,:: " "' a. "' ~ .. :I Cl I-" "' ~ "'"' ~ ~ Z 0 ~\!! g~ u I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 N I CHOLS & YOUNG TOWNHOME S (.) _, ~ ' _, c H ' , 8 >: ~ (.) ~ _, ~ - (.') z >-3 0 0 g G 2: co 0 C.ll.llXLE.l!:.dX.UU:i. Q f. O.EN.E.B.S.W.E!. d~ D.fi.D.li:dXI.O.tl: j "' ~ -"' co co " WE THE STARLIGHT DE\.£1.C@M(NT, LLC, AS PRO~IETORS, HA.VE CAUSED ll-lE LAND EMBRACED ~ "' "' ~ co IN THE Yi1THIN PLAT TO BE SURVE'f£0, I.JdD OUT AND PLATTED TO BE l<OOll'N ,S 8Affi.ES _, "' 0 TRACE A.T 11-tE COlDNY Pl-VISE 8 , A f>AAT Of SECTION 30, TOWNSHIP 6 SOU1H, RANGE 2 CE.B.T1£IDJ U Qf. d.e.eBQEitL lll 'l1J..6. l!.U.'tililiYfi. CT1.M.M1.S.S.lfJ.1Y C < (D ~ ~-a,t.LDWIN COUNTY. ALABAMA. AND ~1 TI-IE STREETS. EASEMENTS. & Elt:. AS SHOWN ON Ql. Tll.E. Gl.X.l. QI:. EA.l.B.ll1J.e6. ~l.dll.d.ll.d ·; ti "' i;; SAID PLAT ARE: HERE:8Y DEDICATED TO THE USE: OF' THE PUl;!UC. ~ co C z;; z APPROVED B't THE CITY OF FAIRHOPE PLAHNING COMMIS.'SIDH. 6Y APPROV,IJ.. OF a, ,:: " Tl-US SUBOfli'ISION PL.AT THI:: Pl.ANNING COMMISSION or:-THI.: CITY or F'AIRMQP[ "' a. "' :I ~ .. ASSUMES NO RESPONSIBIUTY FOR SUR'vEY ERRORS OR FOR DEFECTS OR 0 I-" F DEFI CIENCIES IN THE TTTI...£ TO TI-IE PROPEATY AFFECTED BY THE PLAT, ANO ANY SUCH RESPONSIBILITY IS H EAEB'f ,6JTIRMATMl.Y OtsrulMEO. STARLIOHT OE",ll.PME>HT, LLC SIGNED ANO SEALED IN ll-lE PRESE~CE OF: SECRETARY DATE WrTNESS -CEBXIEI.CU:E. QE. de£B.QFJ.I. ar TllB. B.4.b.'tilllG. lllB.6.C.Xil& 'QE E.f.llfllJJ.e.E. dUBd.1£4 TI-It ~~Qt-n, ~ A,Lm-1~ {JV TI-IC Gm Cl~ F~IRl-lOPt P~ll NC, CO\iMISSIO>t. HEREBV -'P?RO\iES lHE wm-tlH RE-PLAT rF lHE FiECOAOlt,k'i W lHE li.QXdB"C. CIJ.B t"i.'X4B£l!illI. IJ.E.f.8.L.l!H.8..ri..'l. LLC· S'rMt IN THE. o m c lAL OF THE J UDCE OF ~AO~TE (IF a ~l.!)lii1N COI..NTY. ~IM STATE OF AlAB'MM, (!'( APpWOVAL OF ll-{]5 IV,T THE Fl.»INIHC Dl ~EC.'TOR OF F4.l~HOPE A'5SuME5 ffO COUNTY OF t.tOUNTGOME:Ffl' RE'SPO~SlB/UTY F0R Sll~ ~RORS OR FOR DETECTS OR DEflCIE~IES IN THE 1Tl1..t: TQ 11-IE Pf10FEP{TY AffeCJfl! BV 11-115 PLAT Hal m, SUCH f!ESPOtJSIEIUTY IS '!l A NOTARY PUBLIC IN AND FOR SAID COUNTY IN SAID HERElh't .6FF\JUi'lill\lrilY OISCl>IMm, E STATE, HEREBY CERl lFY TI-IA.T VIHOSE tw.lE(S) 15 (AAE) ~ SUB5a;!l8E0 10 THE CERTIFlCATIOtf OF OWNEl'i!SHIP AND DEDICATION, APP EM ED BEf'ORE ME: TH IS ;,; ~ CM.Y IN PERSON ANO ~KNOWUDGE ~1 HE (THEY) SIGNED, SEALED MID OEl...NERED BEFORE "'"' ME n-11s DAY IN PERSON AND ACKNO'-At.EOOE TH-'T HE (11-IEY) SIGNED, SEALID ANO DEUvEREO !"flAIH-ll'(G Dlt1Et1'0R "'"' ~ ~ SAID INSfRUMENT AT HIS (THEJR) FREE AND VOWNTARY ACT FOR THE IJSES AND PURPOSES lHEREJN SET FORTH . I© G~ UNDER MY HANO MID NOTARIAL SEAL TH IS __ tlAY OF 20 t.:1/R'l"/FICITB OJ' APPROV.-.L DY AT&T ~~ <) -NOTARY PUBLIC THE UNOERS{ONEO, "5 ~ORIZEO BY .\Td:T HEftEDl Af'PwO'YES lHE WITT-lit-I -=il>T FOR THE ~ElWOltl C OF S,,),/E I~ lHE '?~TE OFF~ DF iUI.Lffil~J oou~. AI..AeAIM. C.K.BT.~ T.l!Ui. Ql. E.li..Glli.B.K.B n-n~ ___ w,1 OF ,. STATE OF ALABAMA COUNTY OF BAI.D'IYIN CITY OF FAIRHOPE Al1THIJRIZ'EP 51Gf't.\n.JftE D I. ll-lE: UNOERSIGNEO. A. REGISTERED ENGIKEER ltf ll-lE STA.TE OF Al....o\e,,-MA HOLDING CERTif'lCATE (J NUMBER 27B64 , HERriBY CE:RllFY THAf I HA.VE: DriSIGNED fHE:: Wffi-llN IMPRO\IO,l!riNTS IN COt4FORMrTY __, WITH A?PLICABlE CODES ANO LAWS AND Wm-l TI-IE PRINCIPALS OF 000D ENClNEERINC PRACTICE. I CERTlflQlTR Of APPROVAL ar FAIRHOPE WATRR AND SEHR __, FURTHER CERTIFY lH.i.T I HAVE OBSOMl> THE CONSTRUCTION OF THE WITHIN IMPROVEMENTS, THAT 1--=-TI-IE SAME CONFORMS TO MY OESICN, TI-lAT THE Wm-JIN IS A l RUE MID .ACC'ORAlE REPRESENTATION lHE IJNOERSJCl~Ell. AS AIITHORIH'O av FAIRHOPE W,.TER &: SEWER, HErlEBV AP.PFi'OV[S. TI-IE OF IMPRQl,,<EMENTS AS INST/\UfD ANO 1'111\T SA.ID IMPRO\'EMENTS ARE HEREBY RECOMMENDED F'OR 2 ACCEPTANCE: BY THE CITY OF FAIRHOPE. ALABAMA.. ~!:··'J F~ THE ~cbr~lNG OF SAME 11-t THE ~ll,Boll[ OFflCE (IF ~L.01'11~ ,c.o~n . l.u ~ THIS-lHE __ OW OF 20 0.:: 0 -~EMY W. SASSER. P .E. ii AU-. REG. NO. 2786-' ltlJTHOfUZEO SIGt4.ATURE ~ * ~ a DATE CA'RTIPICATE Of APPROVAL BY THE FAIRIIQPE ELl!CTRIC I-~8 . n-tE: UKDERSIGNED, AS AUTHO"'ZED BY 111E: F"J.IRHOPE El.£C'TRIC HERE:9Y i,11PR<lvE.S :r: '=,-,0 THE: 'to!ll-1I~ PLAT FOR 111E REC~OING OF S,..t,ME: IN 111E f!ROBATE OFFlCE OF C!) 2~ ... BALO'.ti1)11 C:.CUt,IT"f, AU8 44.4A, s a! Q co ~ C 11-IIS lHE ___ O.,i.Y OF 2-0 uo ~ ~ ~ ~ (AUTHORIZED SIGNA T\JRE) V) (.'.) l) > , .~ (" - < • en d w " ~ !' ~ 0 1 B :::c z 7 3: § I 0 I- (!) I--z:3 ::::> a.. l o>->-ci:: i ell <{ • cn z ~h .../_ . ' 0 ~ £~ :::c ::i ;~ ()w z8: ~g gq 2 3 4 5 6 7 8 9 10 K 0 2il' 40' -M •MI Scale: 1" = 20' ' I ASPHALT PAVJNo/ j. .I PROPOSED CONCRETE H _______ I _------- 3 4 / --r ~.:L-- I L _ ----- ! I !1-u 'I G If 0 i ct 'I ii U) w fj NICHOLS -\ I 1-("'!-,-,-T I ~ •.' l ~.J .•• l..../~<1i:i-'1 REC'D: RETAININGWAU. N I.fl 8 10 AVENUE REaD. SIDEWAl.K 11 '·" 5Jl.'lH !J-1,)''.'-1 \ 12 \ 13 u 16 / R ,-----------------------------tl : I .) I 11 • I I') '·,·· REO'D'; CURB & GUTTER (MATCH EX.) :·.1 I ·1'.l 'I : ;' : . r H l i t 'i I l I ... I' 'I ! 11 (1 I REO'O:: Clim & GUTTER (MATCH EX.) ... , •• .t--------------------------------; II~ ' <,. ··_1 ' i7 I 0 s ... ::E a, ,., 0 N ., w ~ I-~ ◄!:: Q i'! Ill' <( ::) ~ "' ::;; !!! "' ::, "' z ~ t "' 5 z j A. S 'l 10 11 12 13 14 15 16 ;7 ID N "' ID "' _, < ., C .c Q, ft 0 ID N ID "l ID i;: :;; N I- 2 0 " ,,;_ "' 0 ~ ~ 'Z " 2 " N 8 0 C") N m i 0 0 :,: C) "2 ~ .. 01! ~ ~z ~! O Q r- 0 r- 1 () It 0 D f, T his drawmg 15 and shall remain lhe property of GoodW)ll. Mils and Cawood. Inc.. (GMC) and Goodwyn Mils Cawood U.C (GMC). Unauthorized use of any bld including use on other" prqects is prohibited. In the event that a oonfict arises between the se.'Ml!d drawings and the eleclronic fies, the sealed ct-awings wil govern. H G E D C B A .,. .., a-,r;-rr--q--«--" i--------- ! .:J/•" IIOt.T I I I ' I I I I 'W!f'J.RCE...JIUll,ll!ER: 0&-'46-o.J-J-7-0-00I-Olill •. Y.11 F'5T lfl!l •Nm!lll.'l'EII. ~ I I 'i: I l '• I 1.U P~D..t,i,a,Q I '"' ~:n-c--m5-002.001 ~n WJIDU~ l!l',IEST\'EM"l, L L C HoUIO\Ji'iE I _u,r I I £CJ z. I f lol~Hi:IPE \4C'ift3 ¢OTT~.$ (Sl..lllt.1.U~F) I C i I CR!WB.-'IIEJro '~~~ l 3 4 5 3 4 5 I I I . I . I I . I I I ' 6 """"' ,gp EL=n •N ~Pf~T$ i:-N:a"STEEI..PF£ El.-108.71' 't.¥"PYC P1Pf EL-105.7&' 'ltttf'1ERIW:OmPlf'E __ .ll.:l.Ot-7!' _______ _ ·-· ~L l'ITl1t a si,: SET" Ill ASl"'MU £L•11!U~· l T .... ~ /IIUWS~ ;f.~20-1-000--0\8.000 I/ ,..,.~ .. ------------- '------>-----e-------- i ' I I TM~"l"~•et I ~2.,_::t -1aM1-!K'11 000 I ~E,.a.<iliotol,llr• I ' I I/rt.NF K')IN:ji., ---------- 6 7 8 GRAPm c SCALI!: ( Il1 J'EET ) 1 in.ch = 30 fl GRIYERAL SQRYKYOR'S NOTES 1. SOURCES or: INl=ORMATIDN USE:O TO l="ACIUT.ATE: TMIS SURVEY WE:RE: PREVIOUS SUR\10S BY TMIS ANO OTHER FIRMS, THE RECORDED SUBDIVISION PLAT. AND/OR Olli ER RECORDED OOCUIAENTS SHOWN HEREON, 2. ND TITLE SEARCH , Tm..E: OPINION OR ABSTRACT WAS PE:Rl=ORME:O BY THIS 1=1RM. TM~[ MAY' BE: DEEOS OF REXX>RO, UNRECORDED OfiDS, EASEMENTS, RIGHT-Of"-WAYS, OR OTHER INSTRUMENTS or RECORD WHICH COULD AFITCT TI-IE BOUNDARIES OF n-tlS PROPERTY THAT WERE NOT FURNISHED AT TIME Of" SURVEY. 3. FlELO WORI< FOR THI S SURv'EY WAS COMPLETED OH 07/20/2023. 4. All. BEARINGS ARE BASEO ON NORTH AMERICAN DATUM 1983. Al.ASA\AA WESl ZONE; STATE PLANE GRID NORTH; DERIVED BY GLOBAL Posm ONING 5YSTIM OBSERVATION; All. DISTANCES SHOWN ARE CROUNO DISTANCES. All MEASUREMENTS wrnE MADE IN ACCORO.,t,NCE WrTH U.S. SURV~~. ~. El.EVATIOtfS AAE REFEREKCEO TO THE NORTI-1 AMERICAN \'DmCAl.. OAruM OF 1988. CONTOUAS ARE SHOWN Al ONE FOOT INTIRVAl.S, 6 . THE PROPERTY HAS DIRECT ACCESS 10 NICH OLS AVENUE AND YOONG STREET, PUBLIC RIGHTS-OF-WAY. 7. TI-IE SURVE'rtD PROPERTY IS LOCATEO WrTHIN AN AREA HAYING A ZONE DESIGNATION OF X BY THE FEO~L EMERGENCY PMNAGDlEH T AG~CY (FEMA}, AS SCAL.fD FROM FLOOD INSURANCE RATE MAP NO. OtOOlC0644M, ~rm A RE\tlSED DATE OF IOENTIFlCAn ON Of APRIL 1Q ,n1Q FOR OOi.fMUNIT"'. ND, OtD00:8. IN 0-\l..CWIN ()(!UN'!", 'S,T,'\TE OF At..AeMIA.. a. NO UN:QEflGR'Cl.JND IMPFIO'JE.~ENTS ~VE 8EfH LOO.TED ~LESS SH~'ff, $ -AL~ ... M,6 ONE ,:AU. Wli.S 1:0NT4LIB, TO HAVE lHE UNi)ffiGH'OUt40 lfltuTIES \M,Rl(El) FUF; l.OOAlluN CN 07/06/1..ifl..J (TICKET #:S-~.J181'1:23&, 2 .318.11?AO, AM~ u1aTll6?) ~.,, 0 15nt«;: t#NOE,'i,();10~'0 lTTI U11E:s. HOl SHOWN Ho;t:Oli W~E NC)T IJ.ull(EO ,iJ lHE TIME OF lHIS ~JRvEV lHE 5UiN'E'YOR ~A.l(B NO t:W?ANTEE ll+\1 lHE ,t JNDERC:ROUXO ununa. !iHOW,,,. r.~PRI~ AU .SUCH l..fflLITlES I~ 1l1E AR~ EITHER ll'f SEJMCE ~ M3,M~00.'f0, THE !'OFf'JEYOR Fut<THE~ OOES MOr wAAfQ.tfl JH,l,T Tl-IE t.Jt«:lotOR'OuND, IJTIUrtE43' ~HO\lllff ~E hi Tl-IE DJ.CT ~TlON 1/-,IDIQ!.TEO, fll1T Tl-1E itllUrlES ARE SHii"fN AS lHEV '11ERE ,,~~EI) IN. THE flELO VNL.ESs. bll:IERWISE 'STA'EO •O. THE SIRvEYED ~OF'ERT't' ltES WrTHlrf SECTION ~o. T\JWNSHJP (1 SOdJH. RAHG'E t Ei'ST1 3Al.DWJff OQUN'n, Al>B,Wk • I THE ~li)HT-OF-WA• "MOTH FOi'( ''<>® $TRSEr •AS 0011/<uBD~ral wrrn THE f/E'.,iEf<L' SIUE fiElHQ .l.l' ~'5 SHQWf,i DN SUIU)lt/lSIOl'f PL4T ~Et:OROEP ON 'i:l.JPE. ~8 •t.m 11iE [o.S1ERL'f SilllE EE!t(Q la f[ET AS, 5HCWfll 0~ 5l.J!iOMStc(l f'LAl J:(B:fJtlOED, OH SLIDE 8fl,-r LEGAL DE ~CRIP170N 9 T~ P~CEl NW8E~ 05--4~0l-37~1~15-002 000 (~ PER l~tT# 2026347 P•RCEL Ai) 1UO'(S} .l( 1q:t(s) IRR 001..fMAli'S SURB\JRSb,f,j Hr.ME.S S4.19 PT LOT I F.IU>CK 1 OE'SC AS. a E.C: Al ,1 PT 13·, '(s:) W k J,}1 'S OF N~ G0R !:l,F N 'N1/4 OF SEC 10 F'(]R POS, TH S 1'"'(S), 1'H W lOO'(S), TH If tM''5), 1H E. lOO'(S) l O l90B 3tt; !!1-Ta~lttf: ""'k/A TAX Pf!ACO. "8-0.3-~0-0t !1~1.000 Tl¥ PAACO. NIJl.10EF OS-40-0J-J7-D~1S-00l,000 t<S •a, ,-srf ,o.~:,001 ea· Xl 1~· FM NE: -C:Olf f{~ t/<1 OF" SEC ~o. RUN S 75' k: W 1-!' 1ll POB, 1H S. tast. 11-1 W 9e', 11-1 fl ~e.!' llJ POO CDl..f~•~·s SUR HOMES sue elJ{ ,, 111" OF LOT t PSI PCTl GR :S,EC j7-T65--ff'2E: .. L.50 KffOWN ~ T,6,)1 l'AA'CEl. f 46-0.!-.31-D-D l ~001.00~ t4□ m0RE'SS~ (•ilEOORD OE5C@'1TIC,,,i FCft 11-IIS ?.l.RCEL CREATES AN rn~ 1•1Td 11-IE" R.O.W, 41.m Jt-"ft.IE: f\lO!ffi.l, SOtffi.i, &: tAST UNES) TA). PA,ita NUUliE# o,-46-D3"-$1~-Cl1~002.002 ("5 PER INST# t 98S1:99 P,',RCEL ,t} ~~ THE: ~w.'E!iT COFi'H~ OF THE: ~T Q.u.lRTEli OF 'fl.IE NORTHEAST OlJJ,RJ'E:P. OF FiL\CTIQW.L SE.Cl k'.11.1 20. r &S, R:2E ~UN 50VfH ONE HllOOREO EIGHTY-AVE (185_, ~ WEST ltilR'TT'-THREE (.3.1) FEET FOR .\ ?Oltfl OF RE<llNNI~. THENCE SOVTH SEYEtfTY-T'HO FEET & SIX INCHES (72:.6); THENCE \',EST TWO HUNDR£D NINETY-EIGHT' (75-8} fEET; THE~ tt0Rll1 SEVDITY-lWO FEET it, Sil< l~CHE!i (72.IS); THEl4CE EAST r-..o HllMOf.El> ~INEJ'l'-EICHT (298) FEET TO TI-IE PLACE OF BE\'ilNt41KG: CONTAINING ONE-H~LF (1/2} t..CQE.. /V'r(/J. TAX PARCEL # ~6-Ql-.37-0-0l~-002.-0002; 6i8" YovNC ~EET, FAl~Hoi=iE. l'l tl6SJ2 T,'X FAACa Nl<MBER 0 5-4B-D3-J7--0--015-00.J-.OOO (AS PER. INST# 19652'99 P.J.~EL 1} J9,5' X 23B.!>' COLEMAN SUBIJf{a..,,,. HO\olES SUB BU( ' Irr OF LUJ 1 PBI i:o7t; ANA TM PARCEL f 46-0.l-S1-t:i-015-00.>.000; "° '1l°".ESS (YO""G S'TlllB). TA): P"-:0:CEL Nli'4BER 0.5-45-0J-J7--CJ~15-002,00J (AS PER l~STf 2026J.4? Pl'RCEL B) 3.1' {S) I( ,~B.5' Pl OF LOT 1 BU< l CQLD.tt.r-1'5 StJ~[IURfilfl HOI.IES sue 118 1 PG 77 OESC AS FM fl~ GOH OF MJ ,;-. OF NE i/+ D f SEC. 20 1'HRll NW ,J,-.f, lH CONT5 2~· (s) 10 THE: f'Of! 1H RL.lf' W 2911.!f, TI1 S .JJ' ,(s). TH E 296.S', 1l1 f'i s:,' (S} TO THE !!OB OR SEC l7-TIIS--Q:_I[. ..,;K/A TAA i>AA<:El •ti-03-37-<I-Ol .5-002 UOJ bESCB[PTTQN FROM' SURRY f:OUMO.CING f P.01,1 Tl:IE NOHTH,E.A5T t:Olil~EA' (If THfi NOA'THEA'iT OUAA'TEfi ::,f 1lif. HO?T'HWEST 0-J.li~T~ OF SE.."'llON 'lQ, TOIY?,ISHJ~ ~~rm. ~;.~c, ' EIST. ""'-DWI+ (~U'l]Y, ~•: TI-IE..c£ ~u,, SOUTH ,,.,,o·n· wm • OIST'J-CE OF J> 1:,-FEET T~ ~ Ml"'1"; fHEHl;E R\IN WuTH fj_ ~iSTlHCE OF l J,iJQ FEET TO I> 1 fl• I~ REi!,l,ii:: '11.'TTH •';/J.'=' (.tiRr,lQu;i) L~IN' I\T ThE S0UTI1WE'ST rm~~.0~~~~ 1 ~!~~=~(:f~b~ 10 :E;r:rl.O~~~~V)~~ =~~ ::-o (~u~~~~0~1;Wc:.:.~F 'Tl~:, ~TO A t/7" IRQ!4 REBAR WITH Co.-' (•RNOL.0), THENCE RUN SOUlH OO'[la'og• W~ ,/1,(0t,1(; THE ftEST M,t,,RGIN QF SAIQ YOIM SffiEEr ~ )ISJAAO-E Of 1 ~.® FEIT 1TI I, tj}~ IR'tlN ffEIWi 'MlM CAP (1.ll .£GIBL£.\, lHEN:E 1.£.AVI,«; Y'J~ 'I.IE!T W.fiGIH R'JN ~'Olffli fl':l'!•'3'.~ W2ST' lo tll~T~CE OF ~90,1 • FEET ll) ~ ~/!}-lfl:01" ~Ee,1,i;-WlfH G)p 'Q'.l.jl -o-,): THENCE fllJ/4 ~01:Jftl OO'lS1)£.~ EAST A t1ISf,'t.l)E l1F 1~,00 FEET 10 ~Cj/fi"' 11"1011' ~•EB.AR fflT1.I C:-P' (C6f1 H18), S,l,11) REBAi' &INC THE. "iO\ITHWEST (:ORNER ()f f .rJJi:HQPE ~•~ &QTT,-.C:ES s,a1.tv1sttW, /,5 SHCr#tf 0 ~ (l'L,\l TtfEf(EOf ,ro::c)AtlED ON SUDE Z!iJ'--F 1r4 THE OFf fCE CF THE JLOGE Of PRO~ 0.t,LJ>W1N 00\JNTY, "~ THENOE RilN ~ 1111·59 o;:: EASr ~I.Ph:G lliE SOUTH LJJ,,E OF SAIi;) ~BC111/1s1dN A QtSlA',ICE OF 9\t,UO FEEJ TO I, tt:• 1!04 ~ 'Nm.I C,,lil (A~Ol.Oj.: l H~U: !Wt.I t(O~ Ol'rlM'•o .. EAST ~Ci 'fl.IE fAS"J' U N5 OF s.t,10 '3U~IYIS!C~ ~~r;~~r:E•~:J 1!6 s ~ ~t:y1~:-' ~~i .~;;: :1: ~~:;?:AR::\ f~#lLJt~F□~~= ;i~/~%to~:J~.~~™ tiP (f ~l'tH~f mLE~ THENCE il!UN SOUTH HV~"!,!:r EAST ;L.a..ic :5AIJ] SQI.JTH ~vi.. II. Ol'ST.MU tJf' 97.9.) FEET Tn THE PQIKIT OF im:ll~~IH(;? ~AIO OISC!i\BE?, ~AAC EL CONlNNIHl.t I Btl. i,CF;le,, IJORf Oi> LfZ SURVEYOR'S CER TJ}']c.A T/ON 10 = P.O.C.. POIMT or COMWEHCEloUfl P.0.8. PCJO(r r:F 8EGINNtNC (Al AClW.l (IQ RECORD C£m (Pl PUT or 11£(X)RO (C) COMPVJEO 01IF OPEN TOP I~ PIPE FOUND IPf IRON PN FCJ..WO CTIF am.fl' TOP IRON PIPE: rotJNO CRf C»"PEO REJ.'!AA FOUND R8F REEWt FOUND CRS 5/B" CAPPEO REBAA sa STAWJ'EO C>#l 196, CWF CCNC#IET'E MDNUli'ENl FOi.NO CWS CONa!ETE MONU~N'l SIT LS# LICENSm PRCfCSSION"L Sl..fl',EYOR'S t<AAIBER C,o,# CERTIFICATE OF ,6.JJ'n,,ORIZ,6.Tffi M.M8EJI: (0151' DISM8ED (REF) REFERENCE CORNER 5E1 ON LINE (UNR) !JNREAOAIU NST # INSlRIJMENT NUWBEJI: SECT. SECllON T-TO-"-SHle ft-RAkGE ~~ ~awoc IQ£" ~~-.Wli!C "~c. -:~:::::r ◊ fl~ tf!/09V,/fT ~ ~Iii-I 1il Ta.D'I-IONE f"EtEsT.AL iB ELE~IC ~[J"E5 BlJ~ ; *~~~Jtn EL/El.f\l fl!YATPN l'I,' llflOrt I 1D.fPNONE: 801' (\IAUll ) 'MTfR~U[R. ~.u,r!lElift-~~ l¥'iJEP 1/H,.\?: ¢.liS II~.!/£. rJ! ~~ER 3J"4 );t LIG\iT Prilf el ..:At!LE "'&Ult ~ ELo::mC 8'J"ll I ~L8~~ ~~~ v~ ®) &l'(ITAR'I SOiUt Wi,iHOLE @ STOIN OR.Alh !,W,IHQI..E I l !l.EPHONE_ triWtttOLE SE'i"~ CIDN'OOT' &"WE:.4 GAt«R PlJMb Ell OREA-SE TR.'SI ,=~ C .C,.S LJt,tL ~GNIW!k£;;; £ T6.EPH~E S1C,N ~Kfl't £_ A'.l;rniU~E IJARKER ~ Fli:io:t OP'TC LitiE t.oAAl([JI: (EXJ EKCEPTIDH -R)-~ Rem C)l'T1tJ LmE -CC-O\'m H&t> El.EC'l'RIC -re-~EO El..flJIBIC-LINE -llf'--~UNO' l ElfPHQ1U:: Utl[ -So-~DUHD Ki«Fi' LIME -·11 -IMJEl,,~OOf'lll-ll',',TESilJHE -0,-fJN'CDl'GR.Oi.mo G(,S LINE -w-~OUN.D lELN 51~ lr..i ,if' 5PlJT Dltll!E El£\IA~ -@ F.1.>JC.'£1 C\li' ~ lo'EP L Pi.PE ~ RENOJl:tEO COHCR~ P~E __ ....,. ro+CE --~H UNI< fENCE --BARS •IRE FENCE -~ HOO l','IRE FENClt (') OEhOTES :sl'A~OO e. ~O sl""EYO" lBM TB.1/!lOWtv !!OM:HloUJ'II( □""''" □-o ,.....,o. I HER.Eal 51'ATE ·n-111T All PI\RTS OF THIS SURVEY -v.iD ~INC H-\VE BEEtf C<'MFi.ETEO lk r'C:OOR'OAAOE WITH TI-IE C.~Etl.1 ~E-OdlREMEr<TS OF TH.£ S:T~OARDS OF ~CE RlR' I.ANO ~UR\IDI~ IN-Tl-IC ST,AlE" OJ: &I.Ji!W;A. TO 11-1( BE:ST OF 1,4V l(t4QWLmC~ lllFO!i!MAllo,J AND E:[UE:.F. STUART L. 9,IITH, PIS >LJd!AM,\ U C0{5E NUMaffi 27403 O•lE 8 9 10 () ...J ~ ' ...J c:i ..., , 8 ~ >: < () V, ...J ...J j (.') ~ 3 Cl 0 g :I co 0 I N u "' co ,;_ co "' N ~ ~ ...J co 0 N C < '° ~ ·.; t N t;; ~ co a, "' 1ii z "' Q. N u ~ .. :I Cl t-" it,~ 00,.,, ~ ~ z53 ~ 'Ii ~5 H G D C B [ ~ ~ A -" • l!l f~ GRAPHIC S CALB ( IN '1':!!T ) l1Mh -30 tt, i---------- 1 I t :J 1 3 4 5 ,----·T---- : I I • I I I ~ . I : I -: ---,r_:::!. __ I I I ·_ I I I ! i i L_ _______ _ I I I I ~---·-------+-----1. ____ 1 ! : : I _____ J_ ________ _J I I I I I ~---·-----·-_J_·-----·-----j I I :-----------------------------j I i 3 4 5 I I t 6 -------- 6 7 f'O,C. POr.T Of 00).IMENCEMEHT f' -Q,8. PQM" Of B[Gtt,ffl~ (-') ~~ {l'I) <d::t::Oflt> om:i (P) PLAT CF R6lQffO (C) COWr'lflm on F OP~ TOP 11(1JN Pl~ l="OUMU IPr I~ PIN FOUND CTF Cfl:MP TOf' l'iQ.lt A)iE fD!JNJJ CllF' CAf'>f'EO fiE!MR' f O'.Hl Ref llEBAA FOI.JHO LEGEND C:RS 5/e· CAPPED ~!WI: 'SO" ST•Mt1:'.D ~11915 CMr CONCRCT( ilO,,UMetT FOUND CMS OQ.NCRfl( ~~MENT 5ET L.Sif IX£~E:O PROfr.SS!Otv.L ~JJRv~S-NlJt.l!Ot CJ,.# C:ERTFP TE OF NJTijORIZ,t,TIOH NUtr,iiiEJt (Ol'>l) Dl$1'Ui;sEP {fi£1j R£F&1:£~ ~ SIT ~ U~E: (\MIO U"'llOOAEILE l~ST ,-l~TRLNE:tJT /1,l.JMn.[lt $~. Sf'.{;1\()N- T-l"OWHsHIP ~-lu,MC[ ~ PO'llitR POU: f.;--GUY' '¥i1RE ,VW' 11:QiT-Of-WA't R,O.'#, R~';NT-Of-f,'Al ◊ Rl<[H'J'DRAMT ..,,. .,,.. ~ JU.EPt-i:;N'C f'EPE$'T~ ~ n..tt1Jtk'.::~£R !!O)t ~ Alli CDHOmOf{ER I!) JUNCT~ aox {VAULT) El..../filV a£Y'-l10M ll'N lt.NEJlT TOM "{EUPOR•RY {t Mt;_H~ CJ ,t,,'SPWJ..T □ OONC'8< CZ]""'""- 7 8 I 1EL£P~NE HOii (V,t,ULT) ¥1:ATER W["JE;{ SANn Airt SEWER VAL"Y[ WAm:t VAL\.£ 00.'3 VAL.1/E @ ~FOfO,ER e¢)I J:( LIGHT poL.£ @ c,au: 1V eox @ El..ECTRJ:C BO)( @ filCTRIC PME:L : ::,:'\~ ~: @ <JTalM ~N hWtHOLE Q) TELEPHONE W.NHDLE ® s_rwm a..£AHOUT ~ -$.f""'!:R OONOEJi PUW? @ QR£A$E 1iW> ii;_ Fl.AG POt C ii) GA5 U):f 'SiGN \IIAKER ~ ~LEP~d:: S~ 1,4.rJU;:EJJ £ ~~UN[ UMit(EJi b Fl'3ER OPTIC ~E lt!AAKE!'i (O:.l D;CEPT~ -Ft)-u«OEJiG/iOUNO me~ C$>TIC u·tlE' -~-~t,,iio ~c -11€-BURED £L.f.C'TTl1Ci t.m.E: -"1'-UkOEl'GROUNO JUEPH.»JE UIJ[ -$" -UMUfnO.~JMO S[WEn UH[ -w -IJffOD\GffOUNO 'IV,TIJ{UJ~E -,:i -UNtl£R11f{O~O 00" Lh t -,JV-UNOEllCROLIN.0 Tnf\'ISICJN B f.lf' SPOT GRADE El.f.VA11_0t.S @ F.IJJCET , (·MP t:ORRUC,t,_lE]) 1,jEfAL PK JICP Rfl~f'Ofo.CID cot,ICfiEl[ f'IPE --'#000 rtNCE _._._ CHAIN UMk ~CC --~8 WIRE FINCE _,.,_,,,,__ HOG 'l!IIRE FENCE 8 9 It ,ttl VIC I NITY 9 10 <.> _, ~ ' _, ci ' , 8 >: ~ {) ~ _, j (.') ~ 3 0 0 g :I co 0 I N u "' co ,;_ co "' N ~ ~ _, co 0 N C < '° ~ ·.; t N t;; ~ co a, "' 1ii z "' Q. N u ~ .. :I 0 t-" o,'.1 "' "' ~~ z s i~ Zi >-i w > 0:: :::, en w w 0:: I- 10 GMC Goodwyn MIiis Cawood 2039 Main Street PO. Box 1127 Da.otirie1 AL .36526 T 12511 626-2626 F (2611626-6934 ww-.,1o.gmc:netwu K..com February 13, 2024 Ms. Michel le Melton. City Planner City of Fairhope Plann ing & Zoning 451 Pecan Ave Ste. 200 Fairhope, AL 36532 RE: The Proper Townhomes MOP, SD 24.05 Disposition of Comments Dear Michelle: Attached herewith please find revised MOP Preliminary Plat and Site Plan drawings and documents for the above referenced application. This submission is to be heard by the C ity of Fairhope Planning and Zoning Commission at its regular meeting on March 4. 2024. Below are responses (in blue italic typeface) to the staff comments (in red). These comments were received via email on February 8, 2024 and were discussed during the plan review meeting (DCR) he ld February 7. 2024. 1. A re-p la t will be a condition of t he M OP, if approved. a. Acknowledged. A final plat will be submitted with future applications. 2. Need Conflict Resolution Plan t hat shows utilities (existing and proposed), overstory trees and power lines, b uilding footprints, roads (private and publi c), and easements. All the layers need to be ap plied t o one (1) sheet and colored to discern confl icts an d solutions t he reof. a. Revised landscape plans are included and reflect the requested changes. A Conflict Resolution Plan has been added. 3. Contact Horticulture Supervisor, Jam ie Rollins (Jamie.rollins@fairhopeal.gov) for suggestions about shorter mature trees that may be used. The Horticulture Supervisor shall approve the fina l Landscape Plan. a . Acknowledged, We have coordinated with the Horticulture Supervisor for input and the revised plans follow the guidance provided. 4. A nderson Avenue: City Engineer to follow up with Ba ldwin County about history and current classification of A nderson Avenue. It may be determined that the City needs an e asement on each side. T BD. a. Acknowledged. As discussed at the OCR. the variance submitted with this development requests thot the street remain in its current functional classification. 5. Waiver: Need to re-word it so that the Commission knows exactly what requirement(s) are requesti ngto be waived. Deviation from the requirements may be allowe d where such frontage and access to each lot is unattainable due to unique and extraordina ri ly unusual characteristics of the property. See Article V, Section £(3) (a) of Subdivision Regulations. o. The waiver request letter has been revised. BUI iding Communitio GMC 6. Confirm with the Electric Department there needs to be a 5-6 ft c ircumference easement around concret e power pole on corner of Young Street and Nichols Avenue. Marshall King (ma rsh all.king@fairhop eal.gov). a. The plans have been revised to reflect this easement. The pole and easement lie within the existing right-of-way. 7. Water and Sewer needs to be located within the ROW and not on p rivate p roperty. a. The water and sewer mains have been relocated inside the right-of-way and plans revised accordingly. 8. For stubbed out porches continue easement to sidewalk that connects to the streets. a. As was discussed at the plans review meeting, sidewalks have been extended to meet the existing pavement along Anderson Avenue. I trust t hat all o utstanding issues have been re so lved to the sati sfaction of the Fairhope Planni ng and Zon ing Depart ment. If you have any quest ions o r com ment s rega rding t he informat ion cont ained in this submittal, please cont act me by ema il o r phone as l isted below. Thank you very much. Sincerely, Melissa A Hadley, PhD, RLA. AICP Proj ect Manager. Engineerlng Goodwyn M ills Cawood melissa.hadley@gmcnetwork.com 251-626-2626 office 850-353-3330 cell CC: File 2 @@ Pl.AN TRUE NORTH NORTH -0 ---------0 0 N IC H O LS AVEN UE [O ___ ) :Q.· I I I I- LU LU a:: t,; (9 z => 0 >- r~~~;~---------------------------------------------------------------------_!±N ~IC::H~O~L~S~C~O~U~R~TY~A ~RD~S~-~s1aN1cHOLSAVENUE 11106/2023 ,rAJRHOPE,AL36532'r, ---- 1 00 I I I I I I I I a I N ICHOLS AVENUE □ o§D o◊ orn □ J o§O ST YLE 'B' □ □ -----§ -----§------§------□------§-□ ------------ .--. ------. --~- □ □ r.=-,---, □ ~ 0 I 1-- UJ UJ 0::: t-C/) C, z ::> 0 >- Pl.AN TRUE 7 UNIT BUILIDNG -GROUND FLOOR NICHOLS COURTYARDS 618NICH0LSAVENUE 11/06/2023 ,-------~NO=RT~H ~NO:RT~H ----~s:CA:LE:_:va:·-r:--0·~--------------------------------------------------.,rAJRHOPE,AL36532, ~ 7 UNIT BUILDING -LOFT LEVEL SCAL£: V 8" • 1'--0" 7 UNIT BUILDING -UPPER FLOOR SCALE: V8"•T--O" NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~---------------------------------------------------------------------------------,,rAJRHOPE,Al3653~) PLAN TRUE NORTH NORTH 0 0 0 24'-0' 24'-0' ----g -----g ----.____________,-g '----'---11 0 ST YLE 'S' STYLE 'A' Q §[I JI , j Q ~□ D§ u D,"'-4!1- 0 ~ ...... ~ w 0 ::::i w □ 00 I ~~ I I I ~ w 0:: f- (/) ('.) z :::> 0 > NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~--------------------------------------------------------------------------------------,,rAJRHOPE,AL36532, PLAN TRUE NORTH NORTH 1 !~NJ~,f!~lLDING -UPPER FLOOR NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~--------------------------------------------------------------------------------------,,rAJRHOPE,Al3653~) 4 ~~LE;~l~~ILDING -SOUTH 5 ~~N~J~~ILDING -SOUTH AT GARAGES __________ M~WOFHEIGlfT $ 3,:J .(J' ____ urr~~$ 0.0. GM>&. ;:'.o;. $ Gl'<DUND Lfl/!l (]' .(]' ---2:!_r:l'!f Lfl/!l $ -1'-(J' __ Urf'.!'~~~$ 0.0. GAAA_§E ~ $ Gl'.OU~ ----a-(]'~ __ MEAN 11:00!_ HEIGlfT $ 30'-0' __ LQl'Tll'Vl'l$ 22'-0' G~ll'Vl'l$ (]' --- Gl'.00~ ~ET~ ~ =----~~$ NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~------------------------------------------------------------------------------------------.,rAIRHOPE,Al3653~) 3 !~N!I !!,~ILDING -NORTH AT GARAGES NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~-------------------------------------------------------,,rAJRHOPE,Al3653~) ~ n PORCH ';' 0 PATIO rrO DEN STOR. E] orn □ DB o D LI V ING ~~,::) K ITCHEN [ PAT IO Y A RD 00 oo GARAGE I 1 UNIT ~~LE 'A' -GROUND FLOOR SCALE: 1/4 -H l 2,550 SQ FT MASTER SU ITE ~ C/) 9 0 ii 7 BEDROOM2 I8J] 7 STAIR ELEV ---- ' ' ' ' ' ' ' ' CLOSET 2 ~~1 ~ 4 ~;f LE 'A' -UPPER FLOOR □ □□ ,]~() • BAT H ............... M ? I I LOFT ' EL EV ~□ JV 0 I STAIR I I I I ~ I I STORAGE 3 ~~~~ 4 ~1'-(LE 'A' -LOFT FLOOR NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~-------------------------------------------------------------,,rAJRHOPE,Al3653~) p PORCH llliii~~a.li □ n LIVING no 8 KITCHEN □ □ PAT IO YARD GARAGE oo 00 E] PORCH D 0 ~~~~~ G □ □~B LOFT □ □~B rn □ □ CLOSET ELEV ------ BATH ' ' ' STAIR -STAIR □ []] =:J BEDROOM 3 STORAGE BEDROOM2 0 □ C LOSET...,_--'---=~~ 2 ~~~ 4 ~;}'LE 'B' -UPPER FLOOR NICHOLS COURTYARDS 618 NICHOLS A VENUE 11/06/2023 ~-------------------------------------------------------------,,rAJRHOPE,Al3653~) K H r, r D 20' 40" 111 • 111 • I Scale: 1" = 21T LEGEJ\TD i I PROPOSED WATER SERVICE PROPOSED FIRE HVDRNff ASSEMEL\' PROPOSED WATER VAL'vt: -W-PROPOSED WATcR MA.N Isl PROPOSED SEWEfl SfRYICE ~ PROPOSED SAl'fi.ARY SEWER t.WH)LE -SS -PROPOSED SAl'ITARY SEWER r@ PROPOSEDDRAl~STRUCTLRE ~, PROPOSEDSTORMANCTIONBOX Cl PROPOSEDSL.OF'EDPAVfl>HEAOWAU. ----PROPOSED EASe.ENT D PROPOSED~TPAT0-1 D PROPOSED~ Sl>EWM..K 1'?i PROPOSED 1'TWISl'a<IIER El PROPOSED El..EClRIC SERVJa: 2 3 4 3 4 6 9 10 11 12 13 14 1(, / w !::! I-~ -c !"I Q ?! w g :) .,, !!! ~ ~ "' z ~ w t: "' ~ 0 [ z =5 a. liliJ ill ~ ::::i j:: :::, 8 9 10 11 12 13 14 15 16 fl <O ~ N ! "' <O ~ .., _, i ,c( .; C en .t:. .., Q. 0 .. N 0 fl <O N ~ ~ <O :;; N I- ,: 0 " ,;_ « 0 3 ~ z " ,: " N 8 0 (") N m 0 ~ 0 0 ~ C) u ~ ~ .. a: ~ 'l,'z §! " □ .,..... 0 CV) I () K G D e A This drawing is and shall remain the property of Goodwyn. Mi5 and Cawood, Inc. (GMC) and Goodwyn Mills Cawood U.C (GMC). Unauthorized use of any kind including use on other projects is prohibited In the event that 11: conflici arises between the sealed CX"a\Mngs and the electronic fiJes, the sealed drawings will govern.. 3 4 K H G DRAWING INDEX SKU SEQ.I stEETfflLE 1 G<ll1 T ITI..ESHEET 2 COOi GENBW.l«>TES F 3 C002 EXISTING CONllTIONS 4 C-003 llEMOU110N l'lAN s C-10 1 SITHlAN 6 e-,m GRADINGPW< 7 """' lmUlYPW< ' <>J02 SJa<MPROFI.E ' C,00 SJa<MPROFI.E 10 C-601 EROSaON CONTRa.. PLAN 11 C-1tll P RE-OEVELOFMENT ~ RAN 12 C-702 POST-r£VE1...0PMENT DRAINAGE Pl.AN 13 C-001 av!LSITE DETAILS 14 C-902 EROSION CONTRa.. DETAl..5 IS C'l03 VTILJTY DETAILS 16 """ UTlUTY DETAILS 5 6 7 8 9 10 11 THE PROPER TOWNHOMES DEVELOPMENT FAIRHOPE, ALABAMA 12 BALDWIN COUNTY, ALABAMA GOODWYN I MILLS I CAWOOD PROJECT NO. CMOB230002 DECEMBER 2023 J z 1 " ;r ;I ,,. ftCUAl,f@f'l.;e .. • l CR9ll ! J~ho"ion Avmur g l Jll"tr.:l~N'~nue _} __ l i J f I v " il • .;: PROJECT LOCATION VICINITY MAP NOTTO SCALE GMC: BU I LD ING CO MM UN I T I ES 13 14 LOCATION MAP STATE O F ALABAMA 15 16 17 I ti C "ii " Ill 0 N "' w S I-I:! ◄!:! Q ~ w <( ::::, ~ .,, ::. !!! a, al z ~ ~ i;; ~ {j / t- Ill Ill :c en ~ t- j:: 6 a Q ro n n n M ~ IB 11 rs, N "' rs, .., _, ,c( o; C .<: Q. .. 0 rs, N rs, "l rs, N rs, :;; N I- " 0 ~ "' « 0 3 ~ z (.) "' <!> N 8 0 C") N m 0 ~ 0 0 ~ (!) (.)..., ~~ a; ~ 'l!z i! 00 ~ 0 0 I C) This drawing is and shall rerrain lhe property of Goodwyn. Mils and Cawood, Inc. (Gt.tc) and Goodwyn Mils Cawood U.C (GMC). Unauthorized use cf any Old including use on other prqects is prohibited. In the event that a conflict arises between the seaaed drawings and the ek!clronic fies, the sea)ed drawings wil g,cwem K H G D C B A K H G - - I 3 I I UTILITY Pl.AN NOTES 1. THE comRACTOR SHALL CONTACT THE GOODWYN MILLS CAWOOD CONSTRUCTION SURVEILLANCE REPRESENTATIVE AND LOCAL JURISDICTIONAL INSPECTOR 48 HOURS BEFORE THE BEGINNING OF EACH PHASE OF CONSTRUCTION. 2. ALL WORK SHALL COMPLY W ITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE comRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER/DEVELOPER. 3. THE comRACTOR SHALLIMMEDIATR Y INFORM THE ENGINEER O F ANY DISCREPANCIES OR ERRORS HE DISCOVERS IN THE PLAN. 4. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY B E CAUSE FOR THE WORK TO BE UNACCEPTABLE. 5. THE comRACTOR IS REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILmES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS D ILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS, HOWEVER, T HIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. CONTRACTOR TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILmES PRIOR TO STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. 7. THE comRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING AND COMPACTED SUBGRADE. 8. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES T HE NECESSARY RELOCATION. THE CONTRACTOR SHOUUD SEEK ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND PROTECT THEIR FACILmES. 9. FIRE HYDRANT AND WATER MAINS TO BE INSTALLED AND UNDER PRESSURE BEFORE ANY COMBUSTIBLE CONSTRUCTION IS STARTED . 10. THE comRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE BY H IS EQUIPMENT TO EXISTING UTILITIES, CROSS-ORAIN PIPES AND HEADWALLS. 11. ALL WATER & SANITARY SEWER CONSTRUCTION METHODS & MATERIALS SHALL CONFORM TO THE CITY OF FAIRHOPE STANDARD SPECIFICATIONS. 12. UNLESS DUCTILE IRON PIPE IS USED , MINIMUM COVER FOR SANITARY SEWIER SHALL BE THREE(3) FEET. 13. NEOPRENE COUPLINGS WITH STAINLESS STER BAND AND SHEAR RINGS ARE REQUIRED FOR JOINING DIFFERENT TYPES OF SANITARY SEWIER PIPES. 14. THE comRACTORSHALL EXCAVATE FOR NEW SEWIER TO ELEVATIONS SHOWN ON Pl.ANS. THE CONTRACTOR SHALL TAKE EVERY N ECESSARY PRECAUT ION TO PROTECT EXISTING SEWER DURING CONSTRUCTION OPERATIONS. ALL EXCAVATION, SHORING AND BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15. THE comRACTOR SHALL EXPLORE AHEAD 200 FEET SO ADJUSTMENTS CAN BE MADE IN THE ALIGNMENT OF THE P IPE IN CASE OF CONFLICTS WITH EXISTING OR PROPOSED STRUCTIJRES UTILmES AND PIPING. ANY CONFLICTS EXPERIENCED DUE TO NEGLECT OF THIS PROVISION SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. 16. ALL EXCESS MATERIAL FROM EXCAVAT ION SHALL BE DISPOSED OF BY THE CONTRACTOR. COST FOR THIS WORK SHALL BE INCLUDED IN OTHER ITEMS OF WORK. 17. THE comRACTOR SHALL BE RESPONSIBLE FOR PREVENTING PIPE FROM FLOATING. IF PIPE FLOATS DURING CONSTRUCTION, THE CONTRACTOR SHALL RELAY PIPE TO GRADE AT HIS EXPENSE. 18. THE comRACTORSHALL F IEUD VERIFY LOCATION AND INVERT OF SANITARY SEWIER FOR CONNECTION TO EXISTING OR PROPOSED SEWIER SYSTEM. 19. BEDDING REQUIREMENTS SPECIFIED H EREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVEL y DRY, STABLE EARTH CONDmONS. ADDmONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHED AND WET AREAS. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDmONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK 20. NATIJRAL GAS REQUIREMENTS SHALL BE PROVIDED TO THE UTILmEs DEPARTMENT ONE(1) MONTH PRIOR TO SERVICE REQUEST. 21. ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE C ITY O F FAIRHOPE AND ALDOT. 22. ALL PROPERTY LINE MARKERS (IRON PINS, CONCRETE MONUMENTS, ETC) DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN KIND BY THE CONTRACTOR. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF ALABAMA TO RESET PROPERTY MARKERS. THE COST FOR THIS WORK SHALL BE INCLUDED IN OTHER ITEMS O F WORK. I 3 I I I I 6 1 B 10 SITE NOTES 1. ALL CONCRETE SHALL BE CLASS A , 4500 PSI AT 28 DAYS COMPRESSIVE STRENGTH WITH A MAXIMUM SLUMP OF 'Z' WHEN PLACED BY SLIP FORMING AND 4" WHEN PLACED BY NON SLIP FORMING UNLESS NOTED OTHERWISE. ALL EXPOSED CONCRETE TO HAVE A FINE BROOM F INISH. 2. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER OR TENANT. 3. ALL DIMENSIONS ARE FACE OF CURB AND FACE O F BUIUDING OR AS NOT ED. 4 . N ECESSARY BARRICADES, SUFFICIENT LIGHTS, S IGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE N ECESSARY PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART VI, SHALL BE PROVID ED AND MAINTAINED THROUGHOUT CONSTRUCTION. 5. NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO BE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING. 6. ANY DAMAGE TO EXISTING SIDEWALK, CURBING, OR DRAINAGE FACILITIES DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED AT THE EXPENSE OF THE CONTRACTOR. GRADING AND DRAINAGE NOTES 1. THE comRACTOR SHALL FURNISH AND MAINTAIN ALL N EC ESSARY BARRICADES AROUND WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 2. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNT IL Sil T BARRIER AND DETENTION FACILITIES ARE CONSTRUCTED. 3. ALL SEDIMENT CONTROL DEVICES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCT ION OR GRADING. 4. ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE. 5. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY O F 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTI.1 D698). BACKRLL MATERIAL SHALL BE FREE FROM ROOTS, STIJMPS OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED AT OR NEAR OPTIMUM MOISTIJRE. CORRECTION OF ANY TRENCH SETTLEMENT W ITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY O F THE CONTRACTOR. 6. REFER TO SITE GEOTECHNICAL REPORT FOR F ILL REQUIREMENTS. 7. MAXIMUM SLOPE OF EMBANKMENT SHALL BE 3.0 FEET HORIZONTAL TO 1.0 FOOT VERTICAL. 8. PROPOSED CONTOUR INTERVALS ARE AS LABRED. ALL PROPOSED CONTOURS ARE RNISHED GRADES. 9. THE CONTRACTOR WILL INSURE T HAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL T IMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTIJRES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT W ILL BE MADE FOR ANY COSTS INCURRED TO COM'l Y W ITH THIS REQUIREMENT. 10. EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE RESPONSIBILITY OF THE comRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE OWNER. 11. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO VISIBLE BENDS AT JOINTS. 12. ALL STORM DRAINAGE INUET STRUCTIJRES SHALL HAVE METAL FRAME AND COVER FOR ACCESS. 13. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES N ECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 14. SOILS TESTING AND ON-SIT E INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOUUD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. 15. THE USE OF RED CLAY AS A MEANS OF ST ABILIZJNG DETENTION PONDS IS PROHIBITED. NOTE: THE NOTES HEREIN SHAU.. NOT SUPERCEDE TiiOSE ON OTHER DRAWINGS. 8 q 10 11 12 11 I 12 3 14 15 SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALL DRAINAGE SWALES MUST BE GRASSED AND RIP-MUST BE PLACED AS SHOWN TO CONTROL EROSION. 2. SILT FENCE MUST MEET THE REQUIREMENTS OF LOCAL JURISDICTIONAL AGENCY, SAID REQUIREMENTS AS SHOWN BY THESE PLANS. 3. DISTIJRBED AREAS SHALL BE VE GET A TED AFTER CONSTRUCTION. 4. ADDmONAL EROSION CONTROL MEASURES OR Sil T BARRIERS TO BE PLACED AS SHOWN AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR. 5. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR OTHER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC., FROM THE DRAINAGE AREA SHOWN HEREON IN AN EXPEDmous MANNER AS CONSTRUCTION PROGRESSES. B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE AREAS IMMEDIATELY UPON NOTIFICATION BY THE LOCAL JURISDICTIONAL INSPECTOR AND/OR PROFESSIONAL ENGINEER. 6. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZAT ION SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION LAWS. 7. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL D ISTIJRBED AREAS ARE STABILIZED. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTIJRBANCE AND SHALL BE MAINTAINED FOR DURATION OF THE PROJECT. 8. A COPY OF THE APPROVED LAND DISTIJRBANCE PLAN SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTIJRBING ACTIVITY IS IN PROGRESS. 9. CONSTRUCT Sil T FENCE ALONG THE IX>WNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUCTION. 10. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND DISTIJRBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE 1'-BE D FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PA RING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED PATTERNS. IT IS THE CONITRACTOR'S RESPONSIBILITY TO A ISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFRCUL TY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATa Y . 11 . CONT RACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR LOCAL JURISDICTIONAL INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 12. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE Sil T FENCE UTILIZED FOR EROSION CONTROL. IN THE DETENITION POND, Sil T SHALL BE REMOVED WHEN A DEPTH OF 18" HAS ACCUMULATED AT THE WEIR 13. ALL EASEMENTS DISTIJRBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR ACCEPTANCE. 14. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL CUT AND FllL SLOPES. 15. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 16. TREE PROTECTION AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO AN'f OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 17. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER AND DETENTION FACILITIES ARE CONSTRUCTED. 18. ALL SEDIMENT CONTROL DEVICES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 19. ALL D ISTIJRBED AREAS TO BE GRASSED AS SOON AS POSSIBLE. 20. ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE. 21 . GRASS AREAS DISTIJRBED DURING CONSTRUCTION SHALL BE REPLACED WITH GRASS IN KIND. IN AREAS OF INDECIPHERABlE GRASSES-USE CENTIPEDE. 22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION AT ALL TIMES. 23. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT FROM THE DETENTION POND UPON PROJECT COMPLETION. 24. DETENITION PONDS SHALL BE STABILIZED BY MEANS OF GRASSING, SODDING, EROSION CONTROL NETTING, OR A COMBINATION THEREOF. 13 I 14 15 16 16 U) Ill ~ z .... :5 Ill z Ill C) V V I N 8 0 C") N m 0 ~ 0 0 ~ C) r- 0 0 I () I K H G I- I- D C B A This drawing ts and shall rerrain 1he property of Goodwyn. Mils and Cawood. Inc. (Gf.1C) and Goodwyn Mils Cawood U.C (GMC). Unauthorized use cf any kn:f including use on other prqects is prohibited. In the event that a conftict arises between 1he sea1ed drawings and the ek!clronic fies, the seak!d drawings wil goYem K H G t-: 0 20' 40' • M •MI Scale: 1" = 20' I T •F _ ~ E, 1D,.1E l t 'T 'f° E t !f i.) T t (11) E_ _ 1EE~ L-'T F E -.., , rrr, 'f" l I I E f IPF ! lif' L1F I T I <.; H £ F' ,;;nr ~.:. -E[;, ~[8:.R F A1.F F!EB,t.~ F CNS 5 'Bw ,::,1o>rED RE:,1,~ :ET ST,-\H-'ED ..,,..1~- -'ETE \1 'Llll['.IJ Fl).., ,,.·ETE ~• -. . 110',!T "ET U ~E'-SE' 'f'E'.:iL~:.:NAL • ., ,E'r ,.. '-'DEN c.1..,. "ERllFl 'TE _.f A. n-1::..117..,11 ~" \11.1>,i -E"' cmn l'P. .. £:i (~EJ''/ r'EFEC:E •, .E ,Eh' '"ET ~ U ',E (1,.N11) '<1-•EA 1APLE l~T '!' IN , Tl' .JIJENT N I~ E W:.T ":,E• 11:'N T-l:"i~~HI R-Fl.l,"J .£ -0-P, J,[R P,LE ~ 1y ,•,1:,E 11/N H;.;HT-·_.F-1~/.Y RO• R1··;HT-F-1\,q ◊ fl";E HYJR..,1\1 ...,;;-''1-~'< ~ ~~~1\~,:~-E~T:.L gr Air, -.rm _•,a, llII ~ N :ll' \I ))( ~•:._ LT EL 1n£1• EL£·;.1.1n" I' \·ERT 3 4 s s o , w fl a GRJ.',B... ARE.I. '1000 FENCE 1 7' NORTl-1 Cf" Ll'.E n :< Pt.f.iTEL ~lilAeE~ u:;,-~r,i-!'! -~-(l-{1l;,-1J ~,' 1/ L.£., r.H ll [YIN :1.~1!REW ~ •U FE.;.<>,E>M O t<~ISTll\lE ;.u ::E I I I I ' I 1::1 / 13 I I 14 ' I 1141..i< HE.::..v11,~LL ,b:.RC!'_ -j l"lo/ EL:::::lt',,i)J" /I I -Sll~/S1TP j~-=--✓ M .1-NHOLE TOP EL:116.20' P IP E: 1\1 ','[RTS N 8 ' S TEil PI PE a --:.,09 1,· 'S: B" PVC FIFE B....=1D5.78' I~: 8" l [RRl.CDTTA PIP[ a-102 76' 16 ----------------------------- IGN/STCP ~-~'~L l mi at,I( ~ET IN ~H:LT EL-11!,9:!," T~,:,t r ,l)R{.[L ~U\111."!~ (•:--4"-( •l-:/'1)-, -(,f)f:-C l{I ~(Jf1 ~f'./. Ill.AN LEOkl,1,1.. ,i:E I I 11_ '-" .:.~•HCLE l TOP [l :::::1 • , .. ::!('I' 1 1 1-if>E 1"1\.Ei?T~ I N, 8'" ,.,..r "'11-E ! EL-107.t-?' ~-t:·~ :"'I+-------------------------- I I [L =107.t,7' 1 1 N ,\' r,• TI:1RA.t:(TT.; IP[ 1 EL -11(· .::'ii" I ~~I: £~ JDIR ~i.,DTT;. F l~E I EL :::::11'.:.::~· T!..< l'ARCEL ~U~l:iffi ~:,-4t=-C""'l-70-1-rJDi;.-n1r, JDIJ EC:VlliER 5--1.t..lDfi"- J;:.:< i;~i«_:EL N\.V>3Ee( u..:.-46-0-'-,o-i -ooc-o;n.utJC: SLEl:J.:JE. SR .:.~D '"I ~ 1 4 s w fl a n M ~ IB 17 rs, 2 I N rs, 0 "' ~ rs, N ti .., rs, "' _, "I « C ,c( rs, 0 'ii N 3 or rs, :::E C :;; ~ Ill .I: Q. N z 0 .. I- (J N 0 2 <!> CJ~ 1« "' w s I-I:! ~ ~ w ~ :::, .,, !!! ~ ~ "' z ~ 6:; ~ ~ 'l! z ;;; ~! ~ 0 00 en z 0 j:: 0 N z 0 0 u C, 0 z t I 8 () 17 T his draMig is and shaR rerrnin the prq,e,ty of Goodwyn. Mils and Cawood. Inc. (Gt.tc) and Goodwyn M ils Cawood U.C (GMC). Unauthorized use of any md including use on other prn;ects is prohibited In the event that a conftict arises between the sealed crawings and the ek!clronic files, the seak!d drawings wil goYem K J H G D C I! A K 0 - LEGEND H 20' --40' Ml Scale: 1" = 20' TO BE REMOVED 3 3 4 s s o , w 11 a 4 6 8 Q 10 11 12 I / I V ,: I I " i 13 I I 14 ' I 1141..i< HE.::..v11,~LL ,b:.RC!'_ -j l"lo/ EL:::::lt',,i)J" /I I -Sll~/S1TP j~-=--✓ M.1-NHOLE TOP EL=116.20' P IP [ I~ ','[RTS N 8' STEil PIPE a --:.,09 1,· 'S: B" PVC FIFE B....=1D5.78' I~: 8" l [RRl.COTTA PIP[ a-102 76' 16 ----------------------------- I , I I I I UB j 13 IGN/STCP ~-~'~L l ffl-i at,I( ~ET IN ~H:LT EL-11!,9:!>" :---- 14 15 16 17 "' 2 I N "' 0 "' ~ "' N ti .., "' "' _, "l « C ,c( "' 0 'ii or :;;: 3 " C :;; ~ Ill "" a. N z 0 .. I- (J N 0 2 C> CJ ~ l< "' w 8 I-I:! ◄ ~ Q w ~ :J .,, !!! ~ ~ "' z ~ 6:; ~ ~ ~z .;; i! ~ 0 00 z j A, M z 0 0 j:: 0 ::i 0 I 2 () Ill a 17 This drawing is and shall fl:!fmin lhe property of Goodwyn. Mils and Cawood, Inc.. (Gf.tC) and Goodwyn Mils Cawood U.C (GMC). Unauthorized use of any kn:f including use on other prn;ects is prohibited In the event that a conffict arises between the sealed drawings and the ek!clronic fies, the sea)ed drawings wil goYem K J H G D C !! A K H r 0 20' 40' • M •MI Scale: 1" = 20' ASPHALT PAV!Ni PROPOSED CONCRETE 3 4 -4:. °' ~ i I ' I Ll,•E Ll'-1· ---_ I~ ~ ,E ~ .-\ 4 -I I : I I J ; :1i i (j) w 5 6 7 NICHOLS ...,-.-,-, > '' .----, ,·-1-, ,_,, UeE ~.t<; ,f \ ) \ L 1~~ ~ , ...... \i..'--' N LO .- REO'O: RETAININGWALL 6 8 9 AVENUE r'- 8 W fl V 13 14 16 RE<1D:5'DEWALK 10 11 12 .. j1,1',,,J'1J' " ~ '--.'f:.) \ I ___ _ / ; i--------------------------------- l _ 1 1 1 , 111 I REC'D: CURB & GUTTER (MATCH EX.) LU a::: ~ V) REO'D:: CURB & GUTTER (MATCH EX.) 1, 1 --------- REO'O: ~OICAP RAMP WITH DETECTABLE WARNrNG PADS ,I ; I I II REO'Dc CROSSWALK ' 'I (THERMCll'I.ASTIC PAll<T) l t.· _J_ ------------------------------ 1 ~ REC'D: HANDICAP RAMP WITH DETECTABLE WARNING PADS -·r1s ;. /sl I ' I I ' I I L..,.._ __________ ------------------- ff 11: 13 I I REO'D: CURB & GUTTER (W>TCHEX.) ·----' 14 15 16 "' 1 N "' "' "' en _, C -4: "ii oi :::;; C !!l s: ll. 0 .. N 0 ., w 8 I-~ ~~ 0 ,, w < ::> ~ en ::; ~ "' al z ~ ~ u; ~ 0 z j A. Ill ... iii V "' N "' N <O i;: iii N I- ,: 0 ~ "' "' 0 3 .. z (.) ,: C> N 8 0 ('I) &I 0 l: 0 0 l: C) (.) ~ 1 < 01! ~ ~z ~! 00 r- 0 r- I () This drawing is and shaU rermin lhe property d Goodwyn. Mills and Cawood, Inc.. (Gf.1C) and Goodwyn Mills Cawood U.C (GMC). Unauthorized use cf any kn! including use on other prn;ect:s is prohibited. In the event that a confict arises between lhe sealed drawings and the ek!clronic files, the seak!d drawings wil gc:,yem K Li D C u A K H 0 20' 40' • M •MI Scale: 1" = 20' 1 _,,, I --110 -113-- ----110 -----PR 3 4 / \ 6 9 10 11 12 I I I I II \ Ye I 13 14 16 17 ~ ! ~ C ti ::i !!l 0 N .., w s I-~ ◄ ~ Q w <C ::> ~ .,, ,: !!! "' ail z ~ ~ ~ 0 I f~--- 1 l I a q w n n n u fi $ v "' N "' "' "' _, ,c( oi C .,: Q. .. 0 "' N "' "i "' &: iii N I- ,: 0 ~ "' "' 0 3 .. z u ,: " N 8 0 ('I) &I 0 l: 0 0 l: C) u ~ ~ .. ii ~ ~z ~! 00 This drawing is and shaU rermin lhe property al Goodwyn. Mills and Cawood, Inc. (Gf.1C) and Goodwyn Mills Cawood LLC (GMC). Unauthonzed use cf any kn:f including use on other prqec:t:s is prohibited In the event that a confict arises between lhe sealed drawings and the ek!clronic files, the seak!d drawings wil gc:,yem K G D C e A K H r, r D 20' 40" ••••I Scale: 1" = 21T LEGEND ii I PROPOSED WATER SERVICE PROPOSED f'IREHVDRNff ASSa&.\' PROPOSED WATER VAL'vt: -W-PROPOSED WATcR MA.N Isl PROPOSED Sewet SfRYICE (!') PROPOSED SAl'fi.ARY SEWER t.WH)LE -SS -PROPOSED SAl'ITARY SEWER •:® PROPOSED ORAi~ STRLJCTLRE ~, PRIOPOSEDSTORMANCTIONBOX Cl PfU>OSEDSLOF'BJPAVB>HEADWi'IIJ. ----PROPOSED EASe.ENT D PROPOSED~TPAT0-1 D PROPOSED~ Sl>EWM..K 1'?i PROPOSED 1'TWISl'a<IIER El PROPOSED El..EClRIC SERVJa: 2 3 4 3 4 6 11 10 11 12 13 8 9 10 11 12 13 / 14 ... ~,t- REMOVE NE REPlACE CONCRETE 3 DEWALK FROM JOINT TOJClNT / REMOVE NlO REA.ACE ~ CI.RJ.-HQG1.JTTcRFROMJOINTlO JOINT 8 lf0f'8"P\IC~~YSEWER 'N.. OPBII cur INST AUATIOH I I I I 1(, 1---------------- [ liliJ ill 14 15 16 fl "' qj N ! "' "' ~ .., _, I ,c( oi C en .,: .., Q. 0 .. N 0 w !::! I-~ -c !"l C ?, w g :) .,, !!! ~ ~ "' z ~ "' t: "' ~ 0 fl "' N ~ ~ "' Iii N I- ,: 0 " ,;_ « 0 3 ~ z " ,: " N 8 0 (") N m 0 ~ 0 0 ~ C) u ~ 1 < a: ~ 'l,'z §! " □ .,..... 0 CV) I () K G D e A This drawing is and shall remain the property of Goodwyn. Mi5 and Cawood, Inc. (GMC) and Goodwyn Mills Cawood U.C (GMC). Unauthorized use of any kind including use on other projects is prohibited In the event that 11: conflici arises between the sealed CX"a\Mngs and the electronic fiJes, the sealed drawings will govern.. I =:-=~r-~ ~ c " 'i -ff ~ • i "'" ""'"'" m m , O • r " ' I - - - '-"I - .... , ui1 '1>1 -..,1 i j ~1 •. 1 i -I I :f 1 ~1 j _I ~ ~ I a 1 ~ ~ -I i 1 =1 i [ F -n ! 1 ~1 ~ Q, -I j 5: ~-i t., ,il ~ g t - i •. h:1 I .. :f i - t . i u1 ; f - l l r~ ~ 1 f:o t\) 8 OJ 8 OJ 8 - f:o - 8 (0 I 'i' 103.7 i5 105.07 'i' 104.2 0 1<re.91 0 11 0.1 "'D l;.'7 i h os,tn i i 110.9 8: 106.97 I 0 :+; 0 0 ... 8 + 114.2 0 112.45 0 "' "' ~ I )!l 'f g 0 N :g "' O> 0 . :;: "' m ~ g 0 0 g § § 0 M \ *~ £ 'I '",.l ,~1 ~ ~ g ~ i '·· ~ ~ \ \ \ ! \ g; i \ <;; ·I ' I •~ ·1 1. 'i ·I ~ I . !il ·1 ~-1, 0 I I ~ '1 \ ® I # ;I \ ~ R'eao .JIM Ft. ln-104, t1 10" Fl 1021 04 .40 6'' Fl OlP104,01 I 2'' .-I I ,~ I F;!F'.n'r RECi'DG~8 FL ln-104,'54 1(1' I I 0 ,. 0 "' 0 m 0 ;: ii :Cal i FL ln-104.84 10' Fl Outi:104.74 ,o" ~ I I REC'D IT NYLO PLAST IN..ET (Gl-7) ~ \ FLln=105.55 10" ~ FL Out-> 104. 74 10~ N ~ ;:; 0 E \' .\ \ FL Olt"105.4S 1a' LLLU!~ r 1 - 1 t--·-\~\t---t---+--.-LJ I ', REQ•Di°T NYLOPIAST.INLET ,Gl-oJ <i '-h--.f.--+---t-~TI \ ~t ~~~i.\:~~" !il I / I I§ - <i ~ ~ 'i i' ii< <;; I REC'D 12" NYLOPLAST INLET (Gl-5) ~ 'i 12 @ "' ' ~:l 1111 L-t- @ FL ln=-106.79 10" I ~ I FL0-08.891~' \,J_J-1-t--t--i-7- 1 ' ' • ~~,;>,:,; :,v,~PIAST INm (GI;') fl Out::107.27 10" I I i \I 17, , , . REC'D IT NYLOPI.AST INLET (G •3) ~----~-1---t-~T\ I L..-r- ~::::::II I H 12 I \ I t- i FL ln=107.95 10" Fl Oll.-:107.85 1(1' REQ J 12· NYLOPLAST INLE'r (G l-2)' FL lnJt108.53 10" , Fl. Oul.•108.4310" ,--+--+---+--,--+--+---+-@-+----'-+--"'---l---l--+-+---1---1--lc:::.J--+--+--+ l ~ "' I ' I REOO 12' NYLOPLAST IN LET(G>1) FL OJt:109.00 1(1' -I ~ 11.5.S ~ 1 16.00 ---_ _ _ _ _ _ _ _ _ -8 S ~ 5: ~ 0 ~ ; -;: c» ~ ~ ' 0 + 0 0 + 0 0 0 ... ~ ;n el >'el - 0 ---~ .. ~"' 1\U.~ p,,) 'f ~ 0 ~ ~ .!.!. ;:::; tn .... I I I I I I I I I I I J, • _. 0 "' 0 11'1'7 C "' cl 0 "' - I ' I I • ...:c.J IA= I,.. ' ' t7f= ,;; 'I l"\1-, 'I I I I I 1 ' , ' -·~ ' - I I 'I :,, I () -----1.._ i ...L.-- \ -~" --~ !il 0 .. @ i 0 "' I ~ -'.!IC) -- 0 ~~ N I ~ 'I I- w I- .... "' "' .,; 0, w a = ;:\ ..:; I- :.:: - 17, UI~ .J la\ " -,... .~ i'l :l --c================================================================================================;i-1 STORM PROFILES T HE PROPERTOWN H OMES I SSUE DATE 1 STORMP i DEVELO PM ENT OTYSITT PLANSUBM ITTA 12122n023 i ;:;j FAIRHOPE.AL ------+-----.c.v~ Mctm ->Ut,e\ 1 _ .. _ l ! C-302 ~ ___ _ f ~~ T HE PROPER TOWN H O M ES I SSUE DATE I GMC: 11-:i DEVELO PM ENT CITYSITF PlANSUBMITTA 12122120:..v .,n'XI l.t ... ln ~••-• Daphne, AL 36526 I T 251.626.2626 I I- I G MCNET W O RK.CO M GMC CMOB230002 MAC DES IGNE R: AML > ~ -0 m ~ q :r: '--"" 3 4 5 6 K 1 14 114 H !:! 112 110 108 o~- EXIST>IGGIWJE ""'\ ~~ c,- o"' ffllStlEDGRACE ~ "" g<'l-,,_;t !:!tn.~ "" "" / om '" ; NC,C'l8cq !i:~s!~f \ 'v' PH.lad ~ / ~~~~it--/\ r--J 112 110 108 106 r 10• 1/ \ I / I / / -i~ / / / -of ---- 0 -/ ~-----· Cf'll!2.(!0">, ::!it / :.501.flt'SSl'i : , , / ----/ . -----/ 106 104 102. / 102 / r 100 / I 100 98 l -----' I : I . 98 96 __J i----\--~ '-24 LF 18" SSRCP@ 1.50% 96 94 94 92 9 2 0 -o i ,.,, "'q g 2~ -o+100 +00 0 +84.33 SPHW -GI 10 ~ i t~ Mi. " r ~~ f es~ 2 3 4 5 6 8 9 10 120 118 REO'D 12" NYL~ ~~~1~)-\ 116 REO'D12"J IN.ET(Gl-12) \ \ Flln=1DQ.106" \ Fl Out=-109.00 6" t.. 114 112 \ \ REO'O 12° NYLOPL.AST INl..ET (Gl-13)~ I\ )( Fl ln:-108.43 6" \ FLOJt:-108.33t1• \ \✓ ,, \ --✓ EXISTINGGRAOE ~ ,,, ,,, / 110 108 106 AMst-ED GfW)f \ \ )c- ,,-✓✓ bt:!t,~ \ \ ---------~~&:g / ----:.:-~"I --.. esss \ \-/ ✓-• ·r-e.--p --,JL / ,, ... -~ ~@ H"i3 / ,-"· -~ "' ttiiit. ,,-,,,,., ;.✓-~ I ------- / ,,, _,,,,.~ __ .,,.,. .... ,,,-/ ,,-28LF6"SS@2. I ,,, ,,, ........... ,~;-e., ,,.--23 LF 6"' SS@ 21lO'lt.-' I ,.✓ e:':fo;.--,,, ............. ~~\,':..-,,,.,. / ,, / 104 / ,, ,,-/ ✓---,, ,/ ----/ ,, "' ,, / ,, ,, ,, ,, 102 100 98 96 94 92 -~ ~& "' .,; e~ ~ :" -0 +100+00 l+OO JB 2 -GI 11 7 8 9 10 11 13 14 120 118 116 11+ 112 110 108 106 106 10 6 104 104 104 1()2 102 102 REO'O OUTF~~~:\ 100 100 /\ \ _.,;- --\--:-:-; / 100 98 98 ··y ··,/· I ' ',/\ _\__-;. .. ..-: . -- 98 96 96 -----\ _,, ~ \._33LF24•SS 1ss---ffl1St£0 GfWlE RCP@ 1.52% 94 9 4 94 92 02 92 N .; ., "l (D ~ "' 1+81 ,18 -0 +10o+OO 0 +42.93 OUTFALL 11 12 13 14 15 16 SCALE: HORIZONTAL r = 20' VERTICAL 1 • = 2' 16 w I- ◄ Q w ::> .,, !!! u, ~ ii: 0 a: A. 21 a: ~ 17 ! en C 'ii :::;; Ill 0 N "' 8 <:! ~ ~ ~ ::, "' z ~ I"' u; ~ Cl 17 rs, N "' rs, "' _, ,c( oi C .t:: Q, .. 0 rs, N rs, t'j rs, :;; Iii N I- ,: 0 ~ "' "' 0 3 ~ z (J ,: C> N 8 0 C") N m ~ 0 0 :,; C) u~ l< 01! ~ ~z ~! 00 M 0 M I () This drawing is and shall remain lhe property of Goodwyn. Mils and Cawood, Inc. (Gf.tc) and Goodwyn Mils Cawood U.C (GMC). Unauthorized use cf any Old including use on other prn;ects is prohibited In the event that a conflict arises between the sealed drawings and the ek!clronic fies, the sea)ed drawings wil goYem K J H G D 0 A K H r 0 20' 40' • M •MI Scale: 1· = 20' EROSION CONTROL L EGEND \\ \\ SILT FENCE SILT SAVER INlET PR01EC110N CL ii RJP~ WJ FLTER FABRIC 2 3 4 6 3 4 6 9 10 8 q 10 11 12 11 12 I \ \ 1J 14 F 16 -------- I ----------------------------- I ' ;} ,, I , "' LL1 8 I-I:! ◄ !"l C l:! LLI < ~~ ill ::; -"' ::, .,., z ~ ~ .,., ~ 0 ..I 0 a: I-z 0 u z 0 ciiz i~ 13 14 15 16 17 ~ ' ...,, , ::>: (.') "' qj N ! "' "' ~ .., _, .£ ,c( .. oi :::E C en .,: .., Q. 0 .. N 0 V "' N ~ ~ "' :;; N I- ,: 0 " ,i. « 0 3 ~ z " ,: " N 8 0 (") N m 0 ~ 0 0 ~ C) CJ ~ l< a! ~ ~z ~! 00 ~ 0 c.o I () K J G D e A This drawing is and shall rermin lhe property of Goodwyn. Mil5 and CaoMJod, Inc.. (Gt.1C) and Goodwyn Mils C8'IIIIOOd U.C (GMC). Unauthorized use cf any kind including use on other projects is prohibited. In the event that a conflici arises between the seaaed drawings and the ek!dronic ~. the seaJed drawings wil govern. K H G l :7 1'(C.l ~ ~B 0 20' 40' • M •MI Scale: 1 • = 20' 3 3 I ' ~ I _1 - , I . I " !i f ;1 -,, § '" 1/ 4 / / \ 5 \ \ \ \ \ \ \ \ I I \ 9 10 I i I I I I .J. _ ___,,1'--_-----'-1-,--------T ________ T ________ T ________ T ________ T_ I I I ' i \ I _J 11 12 I I I I I I I I \ lJ 1 13 1-- 1 J I I I I I I I I I I I 14 16 r-------------------------------- ~ I I I 6 s w n n n M fi 16 17 "' 2 I N "' 0 "' ~ "' N .., "' "' en _, t'j "' C <( "' 0 "ii oi &: 3 :,; C :;; .. !!l .I: z Q. N 0 .. (.) N 0 I-2 0 (.) ~ ~ .. .., w s I-~ ◄ ~ 0 w <C ::> ~ .,, ::; !!! "' :::, "' z ~ a; ~ ~ 'l! z ~ ~! 0 00 t- z IIIZ lj ~ g:; 0 Ill C, r-,,... >,c 111z I 0- Ja,C () l:!i V This drawing is and shall rermin lhe property d Goodwyn. Mils and Cawood, I nc.. (Gt.tc) and Goodwyn M i lls Cawood U.C (GMC). Unauthorized use of any md i ncluding use on other prn;ect:s is prohibaed I n the event that a conflict arises between lhe sealed drawings and the ek!clroni c files, the seak!d drawings wil gc:,yem K J H G D C B ;, K H r ! 0 20' ◄O' • M •MI Scale: 1 • = 2CY 3 3 -7 ' 3 I t I ~ '-~ ) 4 5 6 \ \ ', I REO'O, 12" N ' ' ' ' REC'D 12" NYLOl'LIIST INLET (G -----1:, REC'D SPH - ~_ i -' ' REO'O DUTFAlL STRUCT\J --'\. 6 8 9 10 11 12 8 10 11 12 I I \I 13 13 14 16 ~ 11 l ----------------------------- 14 15 16 17 "' ,: qj N "' 0 "' ~ g "' N "' "' "' en _, "i "' C ,c( "' 0 'ii oi &: 3 :::E C iii .. !!l _,: z Q. N 0 ft u N 0 I-,: 0 u _, ~~ "' Ill s I-~ ◄ Q Ill < ::> ~ .,, ,: !!! "' ::::, "' z ~ 01! ~ ~ ~z u; ~! ~ 0 00 I-z lllol !z N oj .... A. 0 ...... >c, r----lllol ,c '?z I 1--cn,C () 2! V This drawing is and shall rermin lhe property d Goodwyn. Mils and Cawood, Inc.. (Gt.tc) and Goodwyn Mills Cawood U.C (GMC). Unauthorized use of any ltn:f including use on other prqec:ts is prohibited. In the event that a confict arises between lhe sealed drawings and the ek!clronic files, the seak!d drawings wil gc:,yem K G D C e A K H G E 1 8 9 10 11 13 14 1'i 12:1 Wv<IMUN SI.OPE -· NOTEc PREF..aR!CAlB>WIT i : ROCK BASE SHALL EXTEND 1' BEYOND EOPIBOC FOR N.l.. PAVEMENT AREAS. I I ~ JGfNT· P ER/ID/I. TRLNCATED DOME.SURf"ACE DOM::SURFACEN£A..COLCRA110N .J TOBE FEDERALCOLOR#:20109 J I !5~ :,:["' ~~ .. ,o Jl'Z' V-GROOVES • AT 5'CJ ~-· ~-~----~-------~--~ PLAN 314" EXPANSION JC)jNT 112" V-GROOVES \ 1. r 11-HCKALOOT SECTION424A SUPERPAVE Bffi.lMINOUS WEARING SURFACE, t 10l..BISY. ! • MAX AGGREGATE SiZE.. ESAL CID 2. 'Z' Tl-llCKAL.DOT SECTION 4248 SUPERPAVE BITUMINOUS BINDER LAYER, 220l.BISY. 314• MAX AGGREGATE SIZE ESAL CJD 3. 6" Tl-llCK ALOOT SECTION 825 TYPE B, DENSE GRADED AGGREGATE BASE (00% MODIFIED) ON COMPACTED SUBGRAOE ASPHALT PAVING, ROADWAY SECT ION N.T.S. MAlcRIALAT2ll'C.C.\ .AT5'C.C.~ r-~::::::r:-z- 4L_ .,. : .>e -• • • _:5=i: __ n ~·rtys I ]'' -. l l-1 10" R111" J --L R18" 6" 6.5" REINFORCED\IVITHe-x69W.WM. EL EVATION STANDARD S IDEWALK DETAIL H.T.S. ·y CONCRETE PAV ING BUILD-UP N.T.S. 6• PORTI.AND CEMENT CONCRETE WITH WB.DED WIR E MESH COMPACTED SUBGRAOE ROLL OUT CURB DETAIL NT.S. OVERFLON OR BACKFlll SEE OOTE 2 OUTER BEDOlNG MA.TERW.. & COMF'ACTION EAQ-1 $DE. SAME REOUIREJr.ENTS AS HAU-ICH E:(CAVATION LINE /!t,SREQU1RED LOWER5'DE Do"3 MlOOLE BEDDING LOOSB.. Y PLACED \ Ut-COMPACTED BEDOING EXCEPT FORTYPE4 FOUNDATION ~ 1. CLEARANC E 8ETWEEN PIP E & TRENCH WALL SHALL BE ADEQUATE TO ENAllLE SPEO FIED CO MPACTI ON 6 1JT NOT MORE THAN 09/6, 2. OVERFlU. OR BACKFlU. MATERIAL SHALL MEET mE REQUIREMENTS OF MSHTO Al, A.3, A2-4 , A2-5 OR A◄, J . COMPACTION SHALL BE ACCORDING Wlll-1 TABLE NO, 1. PROCTOR STANDARD DENSITY SHALL r o u.ow THE MSHTO T-99, n ,o. 4. WHEN THE TRENCH WIDlli S PECIFIED MUST BE EXCEEDED, lliE OW~ER ""10 THE ENGINEER OF RECORD SHALL BE NOTIFIED. 5 . THE TRENCH WIDTH S HALL BE WIOER THAN SHOWN IF REQUI9 EO FOR ADEQUATE SPACE TO ATTAIN THE SPECIFI ED COMPACTION IN THE HAUNCH AND BEDD ING ZONES, 6. EMBANKM ENT LOADING SHAU. BE USEO WH EN TRENCH WALLS CONSIST OF EMBANKMENT UNLESS A GEOTECHNICAL ANALYSIS IS MADE ANO THE SOIL IN THE TRENCH WALLS IS COMPACTED TO A HIGHER LEVEL THAN THE SOIL IN THE aACKFlLL ZONE. 7. REQUIRED BEDD ING lHICKNESS IS THE THI CKN ESS OF THE BEDDING PRIOR TO PLACEMENT OF THE PIPE. TABLE 00. 1 SOLAl'IJMlNIMUMCOMPACTION REOU REMENTS INST AUA TION BEDDING Tl-OCKNESS HA.UNCH& LOWER SIDE TYi'£ OUTIER BEDDING DCll'l4Mlr-.1Wt,( NJ1'LESS111AN;J". IF 95%PftOCTOR STAKlARO ~ NATI.R'W..SOll YffTH fw.lESS ROCK FOllN)ATIOH. USE Da'12 '-IHMUM; FOR SOIL.Al &AJ EOUIYM..ENTTO TI-E FOllOWftK. Pl.ACED SOILS: TYPEI NOTLESSTIWfS". 9mi. PROCTOR STAND'!.RD FOR SOil A 1 &. Al OR 95'1o.PROCTCRSTAH!YtROFORSOILA2-4&A2.~ OR ~KJ.ENT TO lHE ~E REOUIREMfH1'S DCll'l4MINt.lJt(:NJl'l£SS~J".lf !mi. PROCTOR STND'IRO utOSn.lfflED NAl\Ro\LSOft. YffTH ~ ROCK FOt.NlATION. USE l:n'12 ,.,,.MIM.: FORSOIL A1 &AJOR9W EQUNIUNTTO Tl-£ FOllOWNi Pl.ACED ,.,,,., NOTLESSTIWf6". FOR SOILS A2-4. "'2:-6& M SOCLS: 85% moctOR STN«JARO FOR SOILA 1 &AJ OR 90% PROCTCft STMI~ FOR SOL A2-4. A2-5 &. M OR~IQENT TO lHE SAME REQUIRBIENTS TYPICAL TRENCH DETAIL FOR RE INFORCED CONCRETE P IPE N.T.S. 1 EXISTING ASPHALT PAVEMENT- EXISTING BASE COURS • EXPANSION JOftff MA.TERW.. TO MEET Al.DOT SPEai=rATIONS 83:Z.01 & 8l2..Q2 SIDEWALK HANDICAP RAMP t<TS EXP""'f" JOINT!. I. LIJIJT OJI' PAYMENZ:1 NOMINAL PIPE DIAJIETER TRENCH J/'IDTH (INCHES) (INCHES) \ft, O OE TRENCH' I "fflDTH 4 ---------40 S 42 8 44 I 46 I 48 1 50 1 51 16 52 18 54 20 56 24 60 30 66 36 72 42 78 48 84 TRENCH 1rlDTHS & PAVING CUT-BACKS LIMIT OF PAYMENT NOTES: I , THE LIMJTS OF P.AY/Jl8-NT FOR PAVING OVER THE TRENCH SHALL BE THE TRENCH JflDTB SHOJ/'N PLUS THE CUT-BACK ON EITHER SIDE 01' THE TRENCH. 2. REPLACEJLENT rt'ORX BEYOND TRENCH "fflDTH OR LIJIITS OF PAYMENT FOR PAV/NC SH.ALL BJJ .AT 1'BE CONTRACTOR'S EXPRNSE. NO EXTRA COMP/fNSATlON rt'JJ,1; DE .ALLOrt'ED. 3. THE LJJIITS OF PAYMENT FOR SELECT BACKFILL (JTEJI BF-1) SHALL BE THE APPLICABLE TRENCH JUDTH SHO.,,N J/Ul,TJPLIED BY THE AVERAGE DEPTH OF B.ACKJ'ILL TO THE TOP OP PIPE. 4 . THE JAGGED EDGES OP THE EXIST/NC PAYEJIENT ALONG THE TRENCH CUT SH.ALL BE SQUARED AND CUT TO A NEAT LINE f'JTH AN .APPROPRIATE SA"ff ALONG STRAIGHT LINES P.A.RALLEL TO THE CENTER OF T.BE P.ArEMENT CUT. LIMITS OF PAYMENT FOR "'/YEAR/MC SURFACE REQ'D. MIN. 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MIX 416) REQ'D: SAW CUT (TYP.) REQ'D. 6 INCH MIN. THICKNESS OF BASE MATERIAL** REQ'D. TACK COA T BACKFILL MATERIAL PROYIDED AND COMPACTED BY OTHERS ASPHALT PAVEMENT PATCH NOTES:* _fF CUT IS LARGER THAN 16 SQUARE FEET ASPHALT MUST BE REPLACED TO 5' OUTSIDE TRENCH LIMITS . *~F BASE MATERIAL I S CONCRETE, AND THE STRUCTURAL INTEGRITY OF THE ROADWAY HAS BEEN AFFECTED, THE ENTIRE DISTURBED CONCRETE PANEL MUS T BE REPLACED, JOINT TO JOINT, OTHERWISE, A CONCRETE PATCH MAY BE USED. REMOVING, PREPARING, AND REPLACING PAVEMENT WITHIN R/W 16 V i en C ii ::!! !IJ 0 N ~ ij <C' i:! Q i:, Ill <i: ~t ,,, ::. -"' i,l z ~ l'c' .; t 0 !I ~ C 11,1 ~ iii ..I > u 3 6 8 Q 11) 11 12 13 14 15 ~ 17 K "' ':f N "' 0 "' u "' N M "' "' ...J "i .. < "' 0 .; i;: 3: C lii :;; .t:; Q. N z .. ... u 0 ':f " Ii U J 1~ u Cc'~ 'z z ~! 00 b r- 0 0) I (.) ;, This drawing is and shall ~nthe prope,tyot~. Mils and~ Inc. (GMC) and Goodwyn Mias Ca'MJ0d LLC (GMC~ Unauthorized use-at any Did including use on alhef"prqects is prtnbded. In the event that a conflict arises between the seae:f ~ and the eleclronic files. the sealed c:tawirGs ri goYem. K H 3 ANCHORING DETAIL SllWWBALE OOl..81.E-Ur£0Wl10 ML N.T.S. =~ ~~= f-?.._ STOAAGE -y -111,. Tll,. ,W ijl Ill I l~lm~ml I Im~ 111 ' ,. SJA.ka OR SJNUS TO -PlASTICLOER TOIW.£ IUS'TlCUNfR / lUO<Bl UlOER / STRAW ..... TT' 'Ii 1" ';(' -=:i ------EXISTittGGROUID Of2STAKES FOR EACH (TO ANQtOft LD<ER) lct-tt:=:'--.- PLAN V IEW NOTES: N..T.S. !)ANCHOR ANO aeED lfFO SOIL TO PREValT WAStD.JT a1I: V'M.TER WORKJNGUMDER ......... 2)AB'AIRORR!:Pl.ACB.ENT WJST BE WlJE Pffl)MPT1. Y AS NEIDED. _J:;:-'·o ABOVE-GRADE CONCRETE WASHOUT PIT SECTIONB-B NOTE: 1• --c l~ WC00 STN<E J6" L,ow; (APPROX.) C~NEL BOTTOM COS1 OF WOOD STAkES M [QUij_ SfW.1. BE IP«l..l.CED IN COST OF 'WATTlfS CURB INLET PROTECTION N.T.S. 3 ' """' --......___✓- R<.c., S"-OD, ."-,, ;:,.._ . I . DOZER MMS CRrATE , GROCMS PCRflOOOJLAR TO TH.E SLOPE 1 ~~ • .,,." SURFACE ROUGHENING N.T.S. 4' STEEL I POST ORIIPPAOYED EOllll (lYF\CN..) 8 11 !!Oit. C()t([ii,crOR SHALL \IINlt,412£ DIRT TAACkJJC ON THE OUSTING S£1MCE RCW) ,f,T "'1.l llMES.. IF T'RACKJ~ ~ OOCUA, TiiE CONTAACTOR SI-W.l.. CLfN+ H.l. W,JUli',L OFF CF ~ BEfORE LfA'IIIHC TliE SITE EACH MY. 11¥1:)TH -FUll 'fl!DTH c»=" \IEHCUI.AR ACCESS, 20' MINll.4UM. f>R<MOE fERIOOIC TOP Cfl£SSIHC WITH 'r STONE. ,& NEC~-ST'Of£ SIZE = 1 1/2• TO J 1/2" 016.. STONE PAD CONSTRUCT ION ENTRANCE & EXIT HOLES SHAI.L BE PROPatl.Y IW:kFll..l.Et) ANO TAMPfD Wll'H SOIL 10 APPROXMAT'f: OCNS11Y Of O:ISTING SOIL N..T.S. ''S'JilL IIOSrOII -«- RUNOFF TYPE "A" SILT FENCE TYPICAL SI LT FENCE INST ALLAT ION SECTION N.T.S. PlAN DROP INLET P ROTECT ION SECTION A-A SECTION 8--8 r x J~ '#000 STAKE 38" L0WC (flPPROX.) I " ,: 3• WOOD STN<E Je~ l...etr,G (APPROX.) OOS'T Of WOOO STAKE5 OR EDlW.. 9-WJ.. BE INC..Ul:€0 IN COST Of WolllllfS N.T.S. 10 11 12 13 1' I----., . ------1 ~.,1 ,,. ~~~1 PLAN V IEW SITE VIEW FL TER 81..ANKET OR FABRIC RIP RAP OUTLET PROTE CTION N.TS. 14 15 16 "' w 8 I-<:! ◄ ~ Q w < ::> ~ .,, :::; !!! "' ::, "' z ~ ~ ~ 0 ..I 0 a: I-z 0 u Zc,, o..a ;;;:c 01- GI: Ill 1110 17 <O ~ N "' ~ <O .., en ...J C ,c( 'ii .; ::i C !!l .c. Q. 0 .. N 0 V <O ~ "l "' ~ :;; N I- ,: 0 ~ "' "' 0 3 ~ z (.) ,: 0 N 8 0 (") N m 0 ~ 0 0 ~ C) (.) ~ l< 01!~ ~z ~! 00 N 0 0) I () T his draMig 15 and shall remain the property of Goodwyn. Mils and Cawood. Inc.. (Gf.tc) and Goodwyn Mils Cawood U.C (GMC). Unauthorized use cf any old including use on other prn;ects is prohibited In the event that a comict arises between the sealed drawings and the ek!clronic fies, the sea)ed drawings wil goYem J G D ~ A H r FIN. 3'-0" OIA 1/ SLOPE TOP OF CONCRETE \ / 4 " 0\IERALl. ("TYPICAL ALL AROUND) _I SECTI ON \~. VALVE BOX ANO COVER CONCRITE COLLAR VALVE BOX VALVE BOX COL LAR DETAIL N.T.S. --_\1..-"7'-': ~.....:;;c_=r-r,- --~ \ ~· _,'-=+------=-'. " ·.:;: • : • ; ·"--'""" :AND,OCWloffilllAll1- CONCRETE CO LLAR TO BE IJ,iC LUOEO IN PR ICE OF IIALVE. PLAN 2-~~~~~~~~~ '-Wl-11NE TNIPING.. EXCEPT INl'HEPROI/ISDW.ILTERNo\TE BID ITEM WHERE USE IS IMDf. OF AN EXISTINGHV'DRANT TEE. .U..IDIIITil~---ronc -"MVOIUlf1"TQ••tu.-~ 18" Diameter Orlfic 12" Diameter Orifice 11) 11 TOP 100.50 98.25 97.50 POND BOTTOM: 96. 50 96.50 H------•»'------i T ~ 1 1-----«><t --------< Pr~-Cast Box or 8 " Cone. Poured in Ploce with #5 £Jars 0 10· o.c. ,,,---~--~ B"" Thick W a11s TYPK=al POND OU TEALL DFTAIL IJ.r.s:. Not8: t , AH .lolftlS WJI bo Wal9t.Prool. TOP 100.50 IN~= 97.00 -i"iT .. ~O!,,tJC.-~ T•.&J.1r•- 2.Bo1a-.1 ~1-at.11a..A ~~ori<w.~,. 1Y7t.lnllvnbl"ls """'""" QushedBIDnea,-~fllr -- 1' ,_....,.n.,.o,,.,r aON-...._ ~T•&.-MA w I- ◄ Q w ::> !a f7 "' ,: qj N "' 0 "' ~ ! "' N ~ "' "' "' ..J "i "' C ,c( "' 0 ti oi ~ 3 :::E C iii ~ !!l .,: Q. N z 0 ft I- (.) N 0 ,: 0 (.) ~ l< "' 8 <:! ~ ~ ~ ::, "' z ~ ti~ I"' ~z u; ~! ~ 0 00 FIRE HYDRANT ASSEMBLY _,__,_l)~!sF'M::1111 '\ i-t,,hrtt'lldeztll.L ~Plel"Bodl~t6"8q. -~LUI N ,,Jh -~lll]IJI ., ~I f ~I ~---~ END B.EVATION 5'NGI...E BARREi.._ FLOWUNc -1-4- " IN ORDER TO COMPI..Y WITH FtfWASAfET\' REa.MEMEHTS THIS~ St-W.1. BE 31/4.'WHEN A GRATE 'Mil. BE ATTACHED. LONGllUJINAL SECTION CONCRETE SLOPE PAVED HEADWALL W/O GRATE S EE ALOOT SAHD SPECIAL DRAWING NO. H.W.~14-SP FOR REQUIRED REINFORCING SlEEl DETAll.S N.TS. 3 NO TES: f .) TI-IE DET.4J LS SHOWN HEREl N SHALL NOT SUPEl:<CEDE TI-IE REQUIREMENTS OF THE F"IRHOPE UTILITIES STANDARD REOUl,REli4ENTS~ U SFOl-6 GRAT'EAHD4657 FRAME HEAVY DUTY ANGLE GAATE (Fl..VBH WITH PA ... EMEKT) CONCRETE TOP WI #SBARSAT6"'0.C. W..-t.l..8 SHALL BE. tf' TMK:;!(, POURED 1H Pl.ACE OR PRECAST'REINFORCED CONCRETE GRATE IN LET DETAILS N..T.S. l'OOCfiEIEl~ '#/ ,~sw .ti1"'5' O,C, ~!!EBW/ 4'!. ~AT 1r 0.0. 00IICAETE ll0'TrQW W/ #5 &.RS AT 12•0..c.. .... FLUSH HYDRANT ASSEMBLY WITH ISOLATION VALVE DETAIL k 10 kl\lSE US£ MC .W.HOlf CA'illl«i ~Ttl SrT OlAll£ TQ~Or f]NS lOCIWlf or C811MG;~ tfl>Oi\'llE WIU.S~i'E:8. TH~. POIIIEI) IN PIA,t£ ~ PRECAST IIEN'tllir.ED t:OolC>m u.s 9W.J. 1£ 5" ,o(J~~---- '""""'" "' I SEE IVrll I JUNCTION BOX DETAILS i -0" (~•.) " 11 ~1 1- 6 8 'l 10 11 12 13 14 15 CDNCi:l[lE Sll&W/ ~ lWlS ,.T t2"' 0,C.. ,v ·I 16 ~~ -c :::! .... t-111 :::,Q f7 8 0 C") N m 0 :IE 0 0 :IE C> M 0 O') I () This drawing is and shall rermin the property of Goodwyn. MiJs and Cawood. Inc.. (Gf.1C) and Goodwyn Milts Cawood U.C (GMC). Unauthorized use of any md including use on other prqects is prohibited In the event that a conflict arises between the sea1ed drawings and the ek!clronic fiies, the sealed drawings wil goYem J G D ;, r, CITY OF FAIRHOPE ""-...... e• .... •l • 1-.i!tl..,.. , , ~ - ""' 1¥=-~ Jdt;i~WM?f#11Wio =~c 'l'VPll:IJ.."'IIDOrOE-TAll ~.u, .,, CITY OF PAIRHOPE NYLOPLAST INUNE DRAIN WllH STANDARD GRATE {1.2)trr.Tcl'.,FA1H)Ol.CTl.£R'CJ,I flWEIG«ATETO-.U~OA tM:Rf.ACCaiDlltGTO "-""'™""' M~StltUEIE CRUStmSTOE<Ji:OIHffi GRIN..I..M MtJB;W. IEEJIN; Ttf: RBJ..WMEM"SOF C.U,SS \ a.ASS I , OR a.ASS 11 IMTB!W. AS DB'H!l NAST\ID2J2'l. !E:X)N;:& 6'0:FU FORSUifACE ~ N.ETSstW.l EIE R.ACEJ&CXM'ICTSJ LN'!RI. Y Ill IICCXKWU. MTIIASillCXZl!1. j -r -»-STNrl!IIR0~1EISIUUllECllCIUSIOIIPBlA8NA!.lll 2 -~=SHlrilJ.EECl.C'IU.lR'.JIIPOl:Anll.16.11!CRA'.IEi'OSl-ll!i. r 4 1"BWCIRD~IEaATDRCTlYONJOIUEDfl,l,NJE. <F:AWl41'.Utl.:Nm-11fl.Ullf,»:8-t'l0401. J .(R.U«IE.Qll!lrECTDISRB,X>HrtlGfDHSIIIW.LDlliRRITO MNm21:.lfal.Q'.)fft):]A1EOIClf'EGIID:lll&-1~ttw.W,1Ul tl.111f'.4PIC!8181ff'-iti •-tt'-'Yl"8TNOIAD<RltiTBl5W..lliEEJH-au»DRAJMO. ,.r&111"'!tw:W!DOAlTE8/IIIE.IUT8'.IFCIIUJ,{TtlJlY~ Ol.'f':IIOalllOAIETECCti.lfll&IS)fall.Dfl"ll/rtlWIIQ. 3 4 111" .... ND'IHQJIB.N: B"Yllnte::!06SG.Dit,E f',~ TRAl'R:~ co«:IE!:s.AaDIIEHSOCSAli:EfOR CUJEUE-~ON.Y. ICJU'J.ca«J!ETl;;SlABIAlSTEIE CE:nEDTMN>INTOCXWSl!BUJl:NlDCAl..SCl..~ TIW'FICl.0!.l>fG, &01tifR·APPI.X1fl..E CESOif.tCTI:li:S. Sf!:~NO.i'Wl•n 0-1t1FCftNONTIW'R:ltGrAL1JJ1CflL.. (JJ 'I.\RD.SlYPESOfN.fT&ctm.Er~ A1lAll..&ll.E; 1 -~fOR~&HR' (AOS~~DJILWIW.,~· SIG.Ew.!.J.),N-121-P,FYC~~QJ:5t1 PJCrNN(El, SCHqP'<o'l:C900ICOOS, CXJ!l!UiATB>&lillffDP.l'C WOJERllQ{[ JONJ \'COA!i:l.GUEDKR9Cffllt en ~ \_ '--- ...._.ltAC:II Afm'lfOIINi'T~Js;"t"IO'alA~~ .M:fll-l'T"""!fitJO"lllOflU"'~ff't ,,.....,. fl..£VA.1lDltVIEW M"t . ., -~~ e~t4~- - ' j_ - •T - 10 11 ~ •lT,S ~ ~ %-=---~--- ~"'' .... """l'C:>" -. .....,l,11_ ( 'TWD---Tlt"51 """""' ELEVATION \IIEW •n~ ,.~ _d"<J;; 'AR'I'~ QQ\'f! 7!~91 WW MHl!EDWIJD'i IPC'I[ Q l 'fOFl"~f-'U~UllLU E!!i~!ECl'f~lt~ ~ll~IMMm-~~ic,a.lOOl STANDARD SANITARV SEWER DETAILS CJTY OE F1 CINOl'MJIUIOPl,t./l!ILICUIILl!!S WATER OET .... LS llf25,,."20 FAIRHOPE ~-J; 5:~~~~EET t--------=------------i-..,,....,...,..-1 a,I.SIS OF ~EJ:IFICAllON-IHSUU.TION S"YST!M: PRQWCJS WJ-li.lF,1,C'l\.lUD El'( l,RW,CELL l LC ,a.RE" USED AS TI-IE &-SIS Of SPECFICJol ll'.~. EOUM... PRODUCTS ~E MXEFTASlf 0HL'1 IF Nl!'Rttl[O fl'f °"1NER ~ WRITIMG. INSULATION -~/AAtMFl£X FON.l"-ftOLl. TYPf. r THICK M~lliUI ADHE"SIIJE -ARMAfLDC ~20 -f\11.l.Y MlHCREO. ~11,«; -AAWAflfX W8 rtjlSH -APf'LY 1W0(2) 00...TS. PA0.10£ !\NO INSTALL INSUlATk)N SYSlEW ro FULLY INSULATE BAO<fU)W PIIEVEtlTERS ANO ALL ASSOCIATED, ExPOSED fllFINC TO WITHIN t Of FlHISH CR,«, BACKFLOW PREVENTOR ASSEMBLY DETAIL N.r.S. 1YPICAL THRUST BLOCKS MINIMUM THRUST BLOCK AREA SQ-FL L (ff) X H (ff) HSCE CM. PIPE LIIE IN ll«tiES .. ,· ... .,. ... ... .,. ,.. ,., .. .,.,, ,. " ., ,,.. "" ,,. ,.. ... ,.. PLAN ==-"v. ..... OR tS EDS ,._, .. .. .. ,.. ,._, ... ,. . ... ,., ,. ,_. .. .. • • ,.,, '" ,,. eotram: TH~ aa::t(.-!iltm TO surr IC!Uli.:SOIL CCllllCl"Pei ,.11£ ~.50:EWLE f'OlllnlllUI 1ttlllJiT DI.OCI!, flMA ltOTE-.n-«usfB.JlCK9-Wl.l!EWi ilGIIINST lllCllSl"lAit.O SOL A j NC!f[1 llVl10N Cf lHl!IBf RAQC '5f.-tlJ,Till'I ~l![DCIUMIE)lll,~EFID.ll. SECTION A-A 1YPICAL THRUST BLOCK DETAIL FOR BENDS H.r.s. ~ q ro n a n M 17 ~ ~ "' C ti ::i !!l 0 N ., w ~ ~ ~ ~ § w :;;; :::, ~ .,, :i; !!! "' ::, "' z ~ ~ 1': a ~~ -,c =t-I-Ill ::,Q 15 16 V "" N "' "" .., ....I < 4i C -I: Q. "' 0 "" ii: "l "" i;: :;; N I- ,: 0 ~ "' « 0 3 .. z u ,: " N 8 0 ('I) &I 0 l: 0 0 l: C) u ~ 1< 01! ~ ~ z ~! o o 'q" 0 0) I (_) T his drawing is and shaR remain the property at Goodwyn. Mtls and Cawood. I nc. (Gt.tc) and Goodwyn M i lls Cawood U.C (GMC). U nauthorized use at any ltnf including use on other prqect:s is prohibited I n the event that a conflict arises between lhe sealed drawings and the ek!clronic files, the sealed drawings wil gaYem D A K E -1 H G F C B A !!! El ; =~= -'~= = I 3 4 _J ,I , I zone 3 4 5 6 8 9 10 Zonl!' R-5 5 6 D 11 Zen I ~ "'---:~--~L! l~:.~11:_1. I J<l 11 \JU Zor I --- f ,r 1-1 llli I -I I - 1,-I lllll f,.. -Ill f-,0 11 llll 12 13 14 15 OLfTION SCHEDULE lREE •• DBH CA E D O REMOVE - -c ~~~§c~RCeJo~rr~A~N~o:o~EM~~"~"~"°!T~•~•~~==~ ID COMMON NM 16 0 REMOVE HERITAGE lff:E Lll>E OAK 5 REl AIN HERITAGE TR:E LQ-0; LIVE OAK 45 2 RETAIN HERITAGE TR,E ~:;:~3 Ll\<e QAK 20 6 RETAIN L0-04 LIVE OAK 50 1 RETAIN HERITAGE TREE L0-0!; LIVE OAK 13 3 RETAIN HERITAGE TREE L 0-06 LIVE OAK 28 3 RETAIN L0-07 LIVE OAK 25 2 RETAIN HERITAGE TREE L0-08 LIVE OAK 18 3 RETAIN HERITAGE TREE LQ-09 LIVE OAK 28 4 RETAIN LQ-10 LI\.E OAK 38 2 RETAIN L0-11 LI\.E OAK 19 0 RE:MOVE LIVE OAK 12 2 RETAIN L0-12 LIVE OAK 17 4 RETAIN LO-IJ Ll\lE OAK 38 3 RETAIN ~g::: LIVE OAK 28 3 RETAIN LQ-16 LIVE OAK 24 2 RETAIN MA-0 1 MAGNOLIA 20 2 RETAIN OK-0 1 OAK 20 3 RETAIN OK-02 OAA 24 3 RETAIN OK-03 Ol>J< 27 0 REMOVE OK-04 OAK 18 2 RETAIN PE-0 1 PECAN 18 0 REMOVE PE-0 2 PECAN 35 4 RET AIN PE-03 PECAN 36 o REMOVE Pl-0 1 PINE 20 6 RETAIN TR-01 ::.~~R OAK :~ 0 REMOVE ~; WATEROAK TOT AL C RECITS: S TOBE RETAJN~D TOTAL TREE BE RETAINED. TOTAL DBH TO OBE REMOVED: TOT AL TREE~TBE REMOVED: TOTAL DBH T 65 21 584 DBH 7 158 DBH HERITAG~ ~:: HERITAG-TREE HERITAGE HERITAGE TR~E HERITAGE TAc:E ERIT AGE TREE ~ERITAGE TREE HERITAGE TREE HERITAGE TREE HERITAGE TREE HERITAGE TREE HERITAGE TREE 16 jllllllllllllllllllllllllllllllllllllll 1 1111111111111111111 l ~lllllllllllllll!o, SO' 0' SCALE 1 IN = 20 FT N 8 i N m 0 ~ 0 0 ~ (!) NORll-1 14 13 cttl0" projects is prohi>ited 12 kind including use on Ulauthorized use d Yf'/ lntheeYent 1~ seated drawings will govern. 16 _ .rd 1he elearornc fies 15 . betweenthe.sealedO'"awmgs that a confici anses K H G F 0 C B A 3 4 5 6 8 Zone R-6 ------fj----30 --=-30 =------_ l _Bf;_-_ 1a= e.:-B1e -J,&.=----:-----'--' 30------]0--Fllf'---E!<c =---E!E ~ EJE ,. _, --OE ---OE ---OE 'DOO l c. 16 r ( _9 E I l ,lrt!I q -1 A-VD/111,-ox Al'E.YU!' -' _, NICHOLS AVENUE ('TWO ~E ROM/60' fU.1,W AS PEit 00.JNlY TMi. WP) ,-- Zo~e ,-DEIITON!> !ll.eDIV ISION --1- ~ B-1 Pl.AT ~ 9, PA6E 99 1.01" I > 0\ I t , ~ ~ 1.01" I& l.01" l'I LO'! :20 I.OT 2 1 LOT:2:1 I I Si § ~ It § < it I §~ L:~~~~1:-o~~ I ~~LLIAN, -S~I~ s ' ~ jjj Ii ~<~ if Ui~t ii ~-~~( -~ 3 4 5 6 7 8 9 9 NAN 11~~ CHI ._., [Il l ::! NAN 'I 1111 ::,zj ~PUR w ~! i! ZELGRE UHGUL ETBACK MUHGUL 10 Cl-- ~ IP 10 11 PLANT SCHEDU LE CODE QTY TREES ILE8UR ' MAG GRA J PISCHI 10 QUE VIR 1 TAXDIS ' THUIBa 6 ZEL GRE 12 CODE QTY SHRUl:IS ALP VAR 56 DtSVTJ 31 1.ENAM 96 LOR IPM 4 1 LORPOR 12 MJSSIN ' MUH GUl. ,. RHOMTU 71 CODE QTY GROUND COvt:RS ROSSS2 !SJ SODJSEEO CYNTIJ 25.79 1 SF ERE OPH 1.988Sf" 11 12 13 14 15 16 BOTANICAL NA.ME COMMON NAME C At..l HT. ROOT5ALL REMAfflCS lLEX CORNUTA 'BURf ORDlr f!URFORO HOLLY 2.0" CAL ••• 8FTMCN MA.GNOLL\ GRANDIFLORA SOlJTHERN MAGNOLIA 2.0"CAL ••• 10FT MIN PISTACIA C HINENSIS CHINESc PISTACHE 2.0" CAL ••• UI FTMlH OUERCUS VIRGJNIANA SOUTHERN lNE OAK 2.0"'CAL ... UIFTMCN TAXOOIUM O~TICHUM e.\lDCYPRESS 2.0" CAL ••• tOFTMIN THUJA X 'GREEN GWIT GREEN GIANT ARBORVITAE 2.0"CAL ••• 8FTMIH Zf:LKOYA SERRATA 'GREEH VASE" GREEN VASE JAPANESE Zf:LKOYA 2.0" CAL ... UlfTMlN BOTANICAL NAME COMMON NAME SlZE HT. SPAC ING REMAJU(S ALPlNIA ZfRUMBET 'VARIEGA.TA' VARIEGATED SHELL GING!:R JGAI. J6·o.c.. DISTYUUM X VltfTAGE JADE' VINTAGE JADE DISTYLIUM lGAI. 4ro.c. ILEX VOMITOIUA 'MAHA' DWARF YAU?ON H OUY JGAI. 36·o.c.. LOROPETAllll,I CHIHENSE 'SHANG-Mfi"E' EMERALD SNOw-11 l OftOPETAL.UM JGAI. 4.lr"o.c. LOROPETA LUM CHl'.NEHSE RUSRUM 'PIILC·ftl' PURPU: OAYDREAM,,,,DWARF LOROPETALUM J Gf,l 48"0 .C. MISCAfflltUS SINENSJS "ADAGIO" ADAGIO EULALIA GRASS JGAI. 36·o.c.. MUHLEHflERG'11. CAPIU.ARIS 'GULF COAST GULF COAST PINK MUHLY GRASS JGAI. 36·o .c.. RHODODENDRON X 'MOOTUM' AUTUMN MOONU G ENCOftEIIS'AZAI..EA JGAI. 36·0.c. BOTANICAL NAME COMMON NAME TVPE SPACING REMARKS ROSA X 'MElZ01<1.ANO' WHITE OR1Fl'9GROUNOCOVER ROSE JGAI. 32•0.e. CYHOOON OACTYLON "TIF 4 19" Tlf 419 SEltMU DAGRASS SOD EREMOCHLOA OPt-DUROIOES CENTIPEDE SEl:D SEED @ O' 20' 40' 80' 1 111111111111111111~ 111111111111111111111111111111111111111 ll111111111111111 NORll-1 SCALE 1 IN = 20 FT 12 13 14 15 16 17 j ii s cii CD CD 1. ~ ., ~ _, < .c Ill ,i t:: 0 s J:, z ·;; 0 ;:: (I) ~ "' " ~("!~ <( l'1 ;::; O~o ;~~ ~~ al al n: {j {j z =5 A. z 1-0 u i= -~ ...... 111.0 Z en 0 11,1 u a: 17 CD 8 "'= § !13 t- :, 0 0 " 0 i :: z 0 :, " N 8 i N m 0 ~ 0 0 ~ (!) ,:CI ~ ~ ~~ ffil ~IS 0 '!' u ,..... 0 ,..... I -' K J H G F 0 C B A This draM,g is and shaB rem.Bl the propef1y d Goodwyn. Mils and Cawood, Inc.. (GMC) and Goodwyn Mil ls C.awood UC (GMC). Ulauthorized used any kind including use on cttl0" projects is prohi>ited In the eYent that a oonfici arises between the .sealed ci'"awings .rd 1he eledronic files, the sealed drawings wilr govern. K H G F D C B A 3 =1-1 [ . w L - □ -~ ---(J)PIS 1 10 FT LANDSCAPE -- • ;;~d .',~• ': = I Zon e q -I ._...,.; ~ =I I _,;_ii:: "- ANDh'RoO,Y AH:_Yu ,: B-1 (1 q _ = f =< = --'---, 3 4 l T· EET Wk 4 5 6 Zone R-6 N I C H O L S A V E N U E ('ri'O L>'IE R().l,D/EO' R,O \'I ~ F& COUNTY f J.Jt IIAf'} -----_ -~ -- --BUI 1-rl /blctl -PJ\Gt _ I "I 5 6 I '1 C 7 8 9 10 11 12 13 14 15 16 17 ~-T I I \ o' 7 \J__ ? --.....:::::_ PLANT SCHEDU LE CODE QTY BOTANICAL NAME COMMON NAME CAL.IH'L ROOTBALL REMARKS TREES ILE8UR ' ILEX CORNUTA 'BURFOROlr BURFORD HOLLY 2.0"'CAL ••• 8FTMIN lto!AG GAA ' MAGNOLIA GRANOIFLORA SOUTHERN MAGNOLIA. ~0-CAL ••• t!JFTMIN P ISCHI 10 PtSTACLI\ CHINENSIS CtilNESE PiSTACHE 2.0"CAL ••• UIFTMIN OUEVIR 1 CUER.CUS VIRGl NIANA SOUTHERN LNE OAK 2.0· CAL ... UIFTMiN TAXD<S ' TAXOOIUW OJSTICHUM BA.LO CYPRESS 2.D"'CAL ... UJ FT MCN THUIBI ' TifUJA X 'GREEN G.IAHT GREEN GWfT ARBORVITAE 2.0" CAL ••• 8 FTMIN ZEL GRE 12 ZELKOVA SERRATA 'GREEN VASE" GREEN VASE JAPANESE ZELKO VA 2.0--CAL ••• 10FT Miff CODE OTY BOTANICAL NAME COMMON NAME S1ZE KT. SPACING REMAJU(S SHRUBS AlPVAR ,. Al.PINIA ZERUMBET 'VARIEGATA' VARIEGATED SHELL GINGER 3GAl 36~0.C.. DtSVTJ 31 DISTYUUM X 'VltfTAGE JADE' VINTAGE JADE DISTYLIUM lGAl 4ro.c. r LE NAM .. ILEX VOMrTORIA 'NANA' DWARF YAU?ON H OU Y 3GAl 36~0.G. LOR IPM 4 1 LOROPETA.LVM CHINENSE 'SHA.NG-Wtfl"E' EWEflALD SNOWS LOROPETALUM 3GAl 48""0.C. LOR P\JR 12 LOROPETA.LUM CHINEHSE RU6RUM 'PtL C-01' PURPLE DA YOREAMl!l DWARF LOROPETA.LUM 3GAl 4s•o.c. MISSIN ' MISCAHTttUS SINENS,S 'ADAGIO' ADAGIO EULA.LIA GRASS 3GAl 36~o_,c,. a.!UH GUL " MUHLEHeERG""-CAPUARIS 'GULF COASr GULF COAST PINK MUHL Y GRASS 3GAl Jli·o..e. RHOMTU 71 RHODODENDRON X 'MOOTUM' AUTUMN MOONUG EtfCOftE~AZ.AJ.EA 3GAl 36~0.G. CODE OTY BOTAHICAl NAME COMMON NAME TYPE SPACING REl4AIUCS GROUND COVERS ROS SS2 "' ROSA X 'MElZORLANO" W HITE OR.ln e GH.OUNDCOVEft ROSE lGAl 32~,u:. SODJSEEO CYN Tl3 25,791 SF CYNOOON OACTYLON i lf ,1119' TIF 419 BERMUDA.GRASS SOD i ti EREOPH 1,988SF EREMOCHLOI'-OPt-lUROIOES CENTIPEDE SEED SEED I I I D-- cii 1. ~ ~ .c Ill t:: 0 s z ·;; ;:: (I) CITY OF FAIRHOPE· LANDSCAPE REQUIREMENTS LANDSCAPE AREA REOUREMENT Total Area 73,2''5 S.F. T Dlal LandsC"l"l Required 120%) 14.1149 S,F. Total Landscape ~a PfOvided 43,757 S.F_ 60% ~~"'~ < ;;:; o_o PERMElER LANDSCAPE REOUREMEl'ff NORTH IPRIMI\RY RO'ffi 1 TREE PER -JO L.F. @ 200 L F. 6.7 TREES TOTAL TREES REQUIRED: 7 TREES TOTAL TREES PROV1DED: 7 TREES SOVTH u, -.I_ ,I_ ~ I= I= :i :i "'"' iiliil n: iJ 0 1 TREE PER JO L.F. @ JOO LF. 10.0 TREES TOTAL TREES REQUIRED: 10 TREES TOT/'IL TRS;S PROV1DED; 5 T RE;ES TREE CREDITS· 5 TREES EAST (ROW) 1 TREE PER JO L.F. @ JOO L.F. 10_0 TREES TOTAL TREES REQUIRED; 10 TREES TOTAL TREES PROIIIDED: 10 TREES WES1 1 TREE PER 35 L.F. @ 400 L.F. 11 4 TREES TOTAL TREES REQUIRED; 12 TREES TOT/'IL TREES PROV1DED; 6 TREES TREE CREDITS: 6 TREES IP C, z i= z j A. IU A. c( 0 1 111111111111111111~ 111111111111111111111111111111111111111 utZ Zj ll111111111111111 jA. O' 20' 40' 8(Y NORll-1 SCALE 1 IN = 20 FT 8 9 W tt ~ ~ U ~ IB 17 s CD CD ., ..J < ,i .,, 0 ~ CD 8 "'= § !13 t- :, 0 0 " 0 i :: z 0 :, " N g i N m 0 ~ 0 0 ~ (!) 3:I ;;d ?ii ~ f9 <o l'l lj! <.) N 0 ~ I _J K J H G F D C B A This drawing is and shall r-em.wl the property of Goodwyn. Miris and Cawood, Inc.. (GMC) and Goodwyn Mills Cawood LLC (GMC). lklauthorized use al any kind including use on cttl0" projects is prohi>ited In the eYent that a oonfid: arises between the .sealed drawings .rd 1he electronic files, the seak!d drawings wilr govern. I I 3 I 4 I 5 I 6 I I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 17 I G ENERAL LANDSCAPE NO TES 1. CONTRACTOR SHALL BE RESPONSlBLE FOR FAMILIARIZING THEMSB.. VES Will-I All. CONTRACT IX>CUMENTS & PLANT SCHEDULE RB..ATED EXISTING CONDITIONS, UTUJTIES. STRUCTURES, ETC. PRIOR TO BIDDING AND CONSTRUCTION. -2. CONTRACTOR'S BASE BIO TO INCLUDE All. MATERIALS. LABOR. PERMITS. EQUIPMENT. TCXX.S. INSURANCE. ETC . TO , ' ~ SYMBOL COOE QTY BOTANICAL NAME COM\KJN NAME CAL./HT. ROOTBALL REMARKS PERFORM THE V10Rlo( AS DESCRjBEQ 1N TIE CONTRACT DOCUMENTS. 3. PERFORM ALL WORK IN CCMPLIANCE WITH Ail APPllCABlE LAWS. CODES, & REGLI.ATIONS REQUIRED BY mo " , AUTHORfTIES HAVING JURISDICTION OVER SUCH WORK & PROVID E PERMITS REQUIRED BY LOCAL AUTHORmES. K 4. CONTRACTOR TO COMPLETE ALL WORK WITHN SCHEDULE ESTABLISHED BY OWNER. ILE BUR 8 IL.EX CORNUTA 'BURFORDII' BURFORD HOLLY 2.0"CAL. B&B 8 FTMIN >: K 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AU. VVORK DISTURBED BY CONSTRUCTION TO A COJI.IJfTION BETTER Tl-tAN OR EQUAL TO THE CONDrTIONS THAT EX1STEO PRIOR TO THE BEGINNING OF CONSlRUCTION AT NO 0 ADDITIONAL COST TO OWNER 6. SEE CML DRA'MNGS FOR INFORMATION REGA.RDlNG EROSIOWSEDfMENT CONTROL. LOCATION OF EXISTING & MAGGRA 3 MAGNOLIA GRANDIR.ORA SOUTHERN MAGNOLIA 2.0"CAL. B&B 10FTMIN -PROPOSED STRUCTURES, PAVING, DRIVEWAYS. CUT & FU. AREAS, UMrTS OF CONSTRUCTION. EXJSTTNG & (.') ~ PROPOSED l ffilJT IES OR EASEMENTS. 0 PISCHI 10 PISTACIA CHINENSIS CHINESE PISTACHE 2.0"CAL. B&B 10FTMIN J PLANT PRO TECTIO N & REMOVA L N OTES J 1. TREES INDfCA TED TO REMAJN SHALL BE PROTECTED WfTH FENCING AT THE LIMITS OF THE GREATER OF EITHER TIE 0 CRJTlCAL R(X)T ZOrE OR CANOPY DRIP-LINE UNLESS OTHER'INISE INDICATED IN THE OOAWINGS. QUEVIR 1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 2.0"CAL. B&B 10FTMIN A THE CRITICAL ROOT ZONE SHAU. BE DETERMINED BY Ml.A.. TIPL YING TI-lE OBH(IN FEET) BY 1.5 AND RADfATING OUT FROM THE TREE TRUt-1<. -2. BEFORE GRADING'CONSlRUCTlON BEG.NS, THE CONTRACTOR SHAU. CALL TI-IE LANDSCAPE ARCHTECT FOR 0 ~ REVIEW OF TREE PROTECTION FENCING. TAX DIS 8 TAX ODIUM DIS TIC HUM BALD CYPRESS 2.0"CAL. B&B 10FTMIN 3. TREE PROTECTION ZONES SHAlL BE MAINTAINED THROUGHOITT CONSTRUCTION UNLESS OlHERIMSE DIRECTED BY TI-lE LANDSCAPE ARCHITECT. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS OR STAGING, j TRAFFIC. BURIAL PITS. TRENCHING, OR OlHER LAND OISTI.RBING ACTIVITY IS ALlCM'ED IN THE TREE PROTECTK>N 0 :, ZONE UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARO-ITECT 0 I THUIBI 6 THlJJA X 'GREEN GIANT GREEN GIANT ARBORVITAE 2.0" CAL. B&B 8 FT MIN ii s CD 0 I 4. TREES THAT ARE DAMAGED WITHINTHE BOUNOARJESOFTHE TREEPROTECTION ZONE SHALL BE EVALUAlED BY AN cii CD 8 " CD ARBORIST OR FORESTER FROM lHE JURISDICTION HAVlNG AUTHORITY AT NO EXPENSE TO OVYNER BASED ON lHE 0 1. ~ ., "'= 0 EVALUATION. TI-iE TREE MAY BE APPRA1SED BY THE LANDSCAPE ARO-UTECT USING THE.--rRUNK FORMU.A METHOO" ~ ..J § i < & THE VALUE OF TI-IE TREE SHAU. BE CREOOED TO TI-E ONNER ZELGRE 12 ZEU<OVA SERRATA 'GREEN VASE GREEN VASE JAPANESE ZELKOVA 2.0"CAL. B&B 10FTMIN .c Ill ,i :: t:: !13 z -5. COORDINATE WITH CITY FORESTER PRIOR TO CX>NOUCTTNG AN'fTREE REMOVAL OR PRUNJNG. 0 s .s:, 0 ~ z ·;; 0 :, 6. TREES INOtcA lED FOR REMOVAL SHALL ALSO INCLUl:E REMOVAL OF STUMP ANO RCX>TS ANO Al.UNG l N ;:: (I) ~ t-" DEPRESSION WITH SUITABLE SOll lNALL SYMBOL COOE QTY BOTANICAL NAME COMMON NAME SIZE HT. SPACING REMARKS H SHRUBS H PLANT IN STALLATIO N N OTES 0 ALP VAR 56 ALPINIA ZERUMBET V ARJEGATA' VARIEGATED SHEl.l_ GINGER 3GAL 36"0.C. 1. Pl.ANT NAMES MAYBE ABBREVIAlED ON DRA.wtNGS. REFER ID PLANT 50-lEOOLE FOR ABBREVIATIONS. BOTANICAL& COMMON NAMES. SIZES. ESTIMAlED QUANTITIES AND OTHER RBN>.RKS. 0 DISVTJ 31 DISTYLIUM X VINTAGE JADE" VINTAGE JADE DISTYUUM 3GAL 42"0.C. 2. CONTRACTOR SHALL VERIFY THE TOTAL QUANTITIES tNOICATED IN THE Pl.ANT UST WTTH THE QUANTITIES SI-IOINN ON -THE PLAN. CONTRACTOR SHAlL PROVIDE OUANTTTlES REQUIRED TO CC».4Pl..ETE PROPOSED Pl.ANTING AS ~NDICATED 0 r ON THE PLAN. ILENAN 96 ILEX VOMITORIA 'NANA' DWARF YAUPON HOLLY 3GAL 36"o.c. 3. CONTRACTOR SHt\U. GIVE THE LANDSCAPE AACHITECT THE OPPORTUNITY TO TAG & REVIEW TREES IN THE 0 NURSERY OR RB.D PRiOR TO DIGGING. LORIPM 41 LOROPETALUM CH INENSE 'SHANG-WHITE" EMERALD SNov.@ LOROPETALUM 3GAL 48"0.C. 4. All Pl.ANTJROOTBALL SIZES & THE METHOD OF DETERMINJNG TREE C>LJPER SHALL CONFORM TO THE "' " G RECOMMevATIONS OF THE LATEST EDITION OF ANSI 260.1 -AMERICAN STANDARD FOR NURSERY STOCK 0 LORPUR 12 LOROPETALUM CH INENSE RUBRUM 'PIILC-111' PURPLE DAYDREAM® DWARF LOROPETALUM 3GAL 48"0.C. ~("!~ ,:CI G <( l'1 ;::; ~ ~ 5. At« & ALL Pl.ANT SUBSlTTUTIOliS SHALL BE APPROVED BY HE LANDSCAPE ARCHllECT PRJOR TO PURCHASE & O~o INSTAl.lATION. ..,.,..,., MISSIN 9 MISCANTHUS SINENSIS 'ADAGIO' ADAGIO EULAUA GRASS 3GAL 36"o.c. ;~~ ~~ 6. THE lAf,l)SCAf)E ARCHrTECT MAY REJECT ANY R..ANT AT ANYTIME UNTIL THEENDOF THE WARRANTY PERKO. "k,.,i< ffil -A..AITTS THAT RECEIVED A PRiOR APPROVAL AAE NOT EXQ.UDED FROM REJECTION AT A LATER DA1E GROUNDS FOR * MUHGUL 36 MUHLENBERGIA CAPIUARIS 'GULF COAST GULF COAST PINK MUHL Y GRASS 3GAL 36"o.c. ~~ ~IS f- REJECTION INCLUDE BUT AAE NOT LIMITED TO: al al 0 '!' A NON-COI\FORMANCE WITH CRITERIA DESCRIBED IN PLANT SCHEDULE. 0 n: u RHOMTU 71 RHOIXX)ENDRON X 'MOOTUM' AUTUl','t,I MOONLIGHT® ENCORE®AZ/>J£A 3GAL 36'"0.C. B. THE PRESENCE. EVlDENCE. OR DAMAGE FROM DlSEASE, INSECTSJPESTS, EGGS, & LARVAE uo F C. GIROl.EO & KINKED ROOTS, CRACKEI:ffiROKEN ROOT BAUS. M ECHANICAl.l. Y DAMAGED RCX>TS. D. BROKEN LIMBS. INCt.UOED BARK. OR EVIDENCE OF MEa-tANICAL INJURY. SYMBOL COOE QTY BOTANICAL NAME CO+.f\!ONNAME TYPE SPACING REMARKS F E. Pl.ANTS THAT ARE NOT Fll..1.JDENSE. WELL BRANCHED, OR SYMMETRtCAL. UNLESS IT IS ~OiARAClERJSTlC OF SPECl FIED SPECIES. GROUND COVERS F. Pl.ANTS DETERMINED AT THE DISCRETION OF TI-E LANDSCAPE ARCITTECT TO BE AESTHETICM.l. Y DEAD WI-ERE I I ROSSS2 153 ROSA X 'MEIZORl.AND' WHITE DRIFT® GROUNDCOVER ROSE 3GAL 32"0.C. APPROXIMATB.Y 25'Mt OR MORE OF THE PLANT IS SI-IOINING SIGr\lS OF DEATHl{MEBACK.. (/) -G. SHIPMENT TO THE SITE IN UNCOVERED VEHIO..ESfTRAJLERS REGARDLESS OF SEASON. w f- 5. REMOVE FROlVI SITE AN'f & AU. EXISTING VEGETATKJN INCLLDING STUMPS & ROOTS lN CONFLICT WITH A.ANTING SOD/SEED ~ A.AN UNLESS EXPL.lcrn.Y DESlGNATEO FOR PROTECTION. 1~~Zi~$t~1 CYN TI3 0 25,791 SF CYNODON DACTYLON 'TIF 4W TIF419BERMUDAGRASS SOD 6.LAYOlJT AU. TREES & BED-1..JNES AS INDICATED IN TtE LANDSCAPE DRAWINGS ANO RECEJVEAPPROVAL FROM THE I E LANDSCAPE ARCHITECT PRIOR TO INSTAU.ATION. LAYOUT SHALL BE DONE Willi HIGH VlsrBIUTY Ft.AGSANO/OR I I z N E lNOOOBII STN<ES & BED-UN ES SHAl1. BE LAID OlIT VVfTH MARKING PAINT. THE LANDSCAPE .ARCHITECT RESERVES ERE OPH 1,988SF EREMOCHLOA OPH IUROIDES CENTIPEDE SEED SEED 3 0 "THE RIGHT TO MAKE LAYOUT ADJUSTMENTS AS NECESSARY AT NO ADDmONAL COST TO OWNER . NOTIFY 0 LANDSCAPE ARCHITECT OF CONTEMPLATED ADJUSTMelTS TO THE LA YOllT & RECElVE.APPRCNAL PRtOR TO 01-i COMME,-ONG WITH ADJUSTMENT. 1-Z N 7. DO NOT INSTAU. Pl.ANTS IN SATURATED OR FROZEN CONDITIONS. DO NOT INSTAl.l. PLANTS DURING INCLEMENT cx;W CD -WEAlHER. w~ 0 f- 8. SET All. Pl.ANTS PLUJ.E & Tt.l<NED SO 1l-4AT T tE MOST ATTRACTIVE SIDE IS MOST COMMOtl... Y VIEWED. MAINTAIN IN Cl. a.. ~ Oo _, A..UMB POSITION THROUGHOUT WARRANTY PERIOD. ex; ...I ": 0 Q. ALL Pl.ANTING BEDS ANO TREES SHAU. BE MULCHED WITH 3-4 IN. OF SETTl.ED PINE STRAW THAT '5 FREE FRCM a..w; 0 D DEBRIS, LEAVES. TWIGS. INSECTS, GRASSES. VVEEDS, PLANTS ANO THEIR SEEDS. Atl:> NfY SUBSTANCE HARMFUL TO w>:i: ~ D PLANTGRONTI-1. PlNE STRAWMULCHSHALLBE TUCKED& ROLLED AT AU.EDGES. :cw "' A TREES PlACED IN SOODED/TURFGRASS AREAS SHAU. BE Ml.l.CHEO WTlH AN 8 FT. DlAMETER MULCH Rf.NG I-Cl ~ (!) U"'-ESS OTHERWISE NOTED ON Pl.ANS. 10.CONTRACTOR TO PROVIDE INTERJM MAINTENANCE UNTIL SUBSTANTIAL C<::>f..FI..ETIO NOTICE IS PROVlDEO BY THE ''\\\~;I~ I!. I I I I I -LANDSCAPE ARCHrTECT. THIS INQ..UOES: ~ A WATER(NG ,''\ ~ ............. ~~ ,, B. MONlNG. TRIMMING. EDGING. BLOWING & WEEDING. ,,"';..,_ 'f'"/' M[USSA ·••f i":,. C. FERTILIZING &APPLICATION OF NECESSARY l NSECTICIDESIHERBla OES .:t.oi N ~'if9R \7":; D. GUYING TREES WHEN DIRECTED BY ONNER OR LANDSCAPE ARCHITECT. ~NS;t\U,&, ,,,. -C E. ADEOUA TE DRAINAGE OF PONDING AREAS. \~,. 668,/ / F. GENERAL LANDSCAPE CLEAN-UP. ,, ~o• ... ·~·-······ , ... ,, ,,. ,, '111,110\\,, C -C, f- z j: Ill z-' B j5 B Q, Ill CV) Ill :Z: Q, 0 -C en 0 ~ 0 Ill en en ~ 0111 I zt- A ji _J A I I 3 I 4 I 5 I 6 I 7 I I I I I I I I I 8 9 10 tt ~ U M ~ ffi 17 I This drawing is and shall remain the property of Goodwyn. Mills and Cawood, Inc.. (GMC) and Goodwyn Mil ls C.awood LLC (GMC). Ulau1horized used any kind incbting use on cttl0" projects is prohi>ited In the event that a oonfic:i arises between 1he sealed O'"awings and 1he eledrooic fies, the seated drawings will govern. K H G D C B A 3 4 tit [ CROWN~P~~~~~~-OFl ¼.' /} i~~ 5 NOTES: 1. NOPRUNINGSHALL BE PERFORMED EXCEPT BY A PPROVED ARBORIST. 2 . NO EQUIPMENT SHALL OPERATE INSIDE FENCING INCLUDING DURING FENCE INST AUA TIOO. 3. SEE PLANS FOR AfN MODIFICATIONS TO TREE PROTECTION UMITS. 6 ,,-- TREE PROTECTION FENCE, HIGH DENSITY POLYETHYLENE FENCE WI 3.5 IN. BY 1 IN. OPENING. S I LAMINATED Pl.ASTI METAL T-f'OST OR SPACED EVE APPROVED EQUAL, 8 FT. 50 FT AL rrr,-,-=-+-,---,-~=-~==_,,.-,+,,,,,.,..,,~----,-,--. O.C. Tl-IE LIN r-'--~~--, i'M'l"'rlr--MAINTAIN EXISTING GRADE WI Tl-IE TREE PROTECTION FENCE UNLESS OTl-lERWlSE --=='"""u~~~;;==s~~ru1~~;::~~~2i ~~1N;D~IC~A~TED~ ON Tl-IE PLANS. ~~~ ,,.-,¥- 5 IN. Tl-llCK LAYER OF SHREDDED PINE BARK MULCH . 1 l~7-0~ PROTECTION & FEN CING 000 0 GROUNDCOVER --------~~--1/2 O.C. SPACING BEDLINE / ADJACENT HARDSCAPE /BUILDING MULCH, REFER TO NOTES FOR TYPE & DEPTl-1. Pl.ANTING SOIL, REFER TO SOILS PLAN & DETAILS SUBGRADE 4 ~-~8-UNDCOVER & PER ENNIAL PLANTING ~-------NO GAPS B/W EDGES OF SOD. ~~~~=,:;;~~~~~~~--SOD. ,;,.;/---PLANTING SOIL l=,;-,,,"'1'f=,,=..,,,,,,,,_,,,,,,.,-=i==-==cd...._ __ LOOSEN SUBGRADE & SCARIFY 7 ~~?,.~_NSTALL AT ION 3 4 INTERFACE BETWEEN SOILS BY DRAGGING TEETl-1 OF BUCKET. SUBGRADE/EXISTING SOILS. 5 6 FINISHED GRADE 7 8 3X O.A. OF R 2 Js~7,-0~ PLAN T ING 9 10 NOTES: 1. REMOVE ALL NON-BIODEGRADABLE ROOT BALL PACKAGING. 2. REMOVE BURLAP AND STRAPS FROM TOP 1/3 OF ROOT BALL REMOVE OR BEND TOP 1/3 OF WIRE BASKET DOWN INTO SOIL 3. TREES POSffiONED IN LAWNS TO HAVE MULCH RING, 8 FT DIA 4. IMMEDIATELY SOAK TREE PIT WITl-1 WATER AND REMOVE AfN AIR POCKETS THAT MAY HAVE OCCURRED DURING BACKRLLING. ROOT RARE TO BE 2-3 IN ABOVE FINISHED GRADE. SOIL BERM BEGINNING@ EDGE OF ROOTBALL, 4 IN HIGH FOR FULL CIRCUMFERENCE. ST AKE; #5 RE.flAR, 36" LENGTl-1, DRIVE BELOW GROUND. ALTERNATE TO BE '='-Cfrf'-'r:l--!l~~EPTl-1 AS SPECIFIED. DO NOT PLACE AGAINST BASE OF TREE. SLOPED & SCARIFIED SIDES OF PLANT PIT_ PLANTING SOIL MlJl ROOT BALL RESTING ON EXISTING OR RECOMPACTEDSUBGRADE. PLANTING SOIL LOOSEN SUBGRADE & SCARIFY INTERFACE BETWEEN SOILS BY DRAGGING TEETH OF BUCKET SUBGRADE / EXISTING SOILS: CONFIRM EXISTING SOILS PASS PERCOLATION TEST 5 ~~-~~! BED SOIL PREPARATION 8 9 10 11 11 12 13 14 15 MULCH, REFER TO NOTES FOR TYPE AND DEPTl-1. SET PLANTS 1-2 INCHES HIGHER Tl-lAN FINAL GRADE PLANTING SOIL, REFER TO SOIL PLANS & DETAILS SLOPED & SCARIFIED SIDES OF PLANT PIT "7-"1111W,"rF'"l'n'-m--l.:'""-.:.,?rii";,!,,<liil.\6,T;nl'-,T"':_r11-i l---REMOVE AfN ·, • NON-BIODEGRADABLE ROOT 3 ~~~~B PLANTING 6 ~~?i--0~OIL PREPARATI ON 12 13 14 BALL l'IRAPPING, IF PRESENT TURN BURLAP 6 INCHES DOWN INTO SOIL SCARIFY ROOT BALL ROOT BALL RESTING ON EXISTING OR RECOMPACTED SlEGRADE PLANTING SOIL LOOSEN SUBGRADE & SCARIFY INTERFACE BETWEEN SOILS BY DRAGG ING TEETl-1 OF BUCKET SUBGRADE I EXISTING SOILS: CONFI RM EXISTING SOILS PASS PERGOLA TION TEST 15 16 17 K J i :, 0 ti s CD 0 cii CD 8 " CD 1. ~ ., "'= 0 ~ ..J § i < ..c Ill ,i :: t:: !13 z 0 s .s:, 0 z ·;; 0 :, ;:: (I) ~ t-" H ~E..,~ ;;::r <( ;;, ~ ~ O -o G ;~g ~ ~ f e ii!] ii!] "c5 al al glj! n: (,) 00 F (/) UJ ~ 0 I z N 3 0 0 01-i 1-Z N o:;UJ m UJ~ 0 Cl. 0.. ~ Oo _, 0:: ...I ": 0 a..w ; 0 w>:x: ~ D :cw "' I-Cl ~ (!) ,,,,, ~; 1~1/.''1,, ,''\ ~ ............ ,:!,.~ ,, ~-:... "r/' M[USSA ·••f i":,. ~"'i N~'lf9R \7: ™NS;.tJSf;&,1,,-C -=:.:~\ .. 668 ./ / ,, ~-.... ~--······... , ... ,,,,,~~ 1 11 1 \\,,,, C, z j:: z B :5 Q. ~ 11,1 Q. ◄ 0 U en en_. ~ 0-z ◄ I :5~ _J A 16 17 This drawing is and shaN renuin the property d Gocxt.vyn. Mills and Cawood, Inc.. (GMC) and Goodwyn Mil ls C.awood LLC (GMC). Ulau1horized used any kind incbting use on ~ projects is prohi>ited. In lhe event that a oonfic:i arises between 1he sealed O'"awings and 1he electronic fies, the se.-ed drawings will govern. _J K H G F i V --':' o ___ _. C B A 7 3 4 5 6 N I C H O L S AV E NU E t L-I:. "' I-- 1111 I 111, I I II I 1j I I -- 1 - ,--~--~--1,11111 I II -I 11 I l I l f I I I II I I I I I I ! II l I l J I l I 3 4 5 6 8 9 ~ -· -J = 7 \ I II r,'\ : f \· I I f-II II lllt L I 1'14 r I 111111 ti I ,I rllfl • • : -----l 11 7 8 I 9 10 IL - ----- D- 10 I I Ill 1 I I ti ,,111 I I I II 11111 ' I I Ill 11 I 12 I 13 I 11 I 12 I 13 I 14 I 15 I MAINLINE N OTE 1. MAlNU NE AND VALVES SHOWN OUTSIDE OF TRENCH FOR GRAPHIC a.ARITY. ALL EOUl PMeIT AND PIPE SHALL BE WITHIN PROPERTY BOUNDARIES UNLESS 01HERW1SE NOTED. 16 1 1111111111111111111 111111111111111111111111111111111111111 i11111111111111111i O' 20' 40' 80' NORll-1 SCALE 1 IN = 20 FT 14 I 15 I 16 17 i ti :;; 1ii 5! 3: -"' N I!! t:: 0 -~ z :, ;: "' "' " ~("!~ <( l'1 ;::; O~o ;~~ ~~ al al n: {j{j (/) LU ~ 0 I z 3 0 1- 1-Z 0:W w~ Cl. 0.. Oo ..., 0: ..J ": a..w ; w>:i: I w"' 1-0 ~ z j A. z 0 j:: ,c C, • !: 17 I K J " N 0 0 <O ~ <O 8 " <O .., g 0 ..J " < .. :;; ,i ii; z .,, N 0 0 " :lE I-(!) H ,:CI G ~ ~ ~~ ffil ~IS f-- 0 '!' u F N 0 0 0 C') N m 0 ~ 0 0 ~ D (!) C B LO 0 ~ I -' A I This OOl'Mng is and sha)I remain the property cl Goodwyn. Mills and Ca\Klod, Inc.. (GMC) and Goodwyn Mills c.awood UC (GMC). Ulauthorized use cl any kind including use on cttl0" projects is prohi>ited. In the eYel'lt that a oonfid: arises between the sealed drawings and the eledronic files, the sealed drawings wilr govern. K H G - F - - D C - B A I I 3 I 4 I IRRIG ATION SCHEDULE SYMBOL C l ~ Q 1" u t SYMBOL (ff ef I MANUFACTURER/MODEUDESCRIPTION QTY RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE 16 THREADED INLET. WrTH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. RAIN BIRD 1806-SAM-PRS 12 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL 1/2IN. NPT FEMALE THREADED INLET. WrTH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. RAIN BIRD 1806-SAM-PRS 15 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 112IN. NPT FEMALE THREADED INLET. WrTH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. RAIN BIRD 1812-sAM-PRS SQ SERIES SHRUB SPRAY 12IN. POP-UP SPRINKLER WTTl-1 CO-MOLDED WIPER SEAL. 112IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL 1/2IN. NPTFEMALE THREADED INLET. WrTH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1812-sAM-PRS8 SERIES MPR SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1812-sAM-PRS 12 SERIES MPR SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL 1/2IN. NPT FEMALE THREADED INLET. WrTH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1812-sAM-PRS 15 SERIES MPR SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH 6 32 52 2 11 CO-MOLDED WIPER SEAL 1/2IN. NPT FEMALE 16 THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD R-VAN14 1804--SAM-P45 TURF ROTARY, 8FT.-14FT. 4~270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MJL TI-sTREAM ROTARY W/1800 TURF SPRAY 24 BODY ON 4IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-sTEM PRESSURE REGULATOR 1/2IN. NPT FEMALE THREADED INLET. RAIN BIRD R-VAN18 1804--SAM-P45 TURF ROTARY, 13FT.-18FT. 4~270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY 25 BODY ON 4IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-sTEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. RAIN BIRD R-VAN24 1804--SAM-P45 TURF ROTARY, 17FT.-24FT. 4~270 DEGREES AND 360 DEGREES. HAND.ADJUSTABLE MJL Tl-STREAM ROTARY W/1800 TURF SPRAY 18 BODY ON 4IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-sTEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD 5004-PC-SAM-MPR 25 TURF ROTOR, 4IN. POP-UP. Pi.ASTiC RiSER. MATCHED PRECIPITATION ROTOR (MPR NOZZLE) 19 ARC AND RADIUS AS PER SYMBOL 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 5004-PC-SAM-MPR 30 TURF ROTOR, 4IN. POP-UP, PLASTIC RISER, MATCHED PRECIPITATION ROTOR (MPR NOZZLE). 2 ARC AND RADIUS AS PER SYMBOL 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 5004-PC-SAM-MPR 35 TURF ROTOR, 4IN. POP-UP, PLASTIC RISER, MATCHED PRECIPITATION ROTOR (MPR NOZZLE). 4 ARC AND RADIUS AS PER SYMBOL 25 FT=RED, 30 FT =GREEN, 35FT =BE IGE. WITH SEAL-A-MA TIC CHECK VALVE. I 3 I 4 I 5 I 6 PSI 30 30 30 30 30 30 30 30 45 45 45 PSI GPM RADIUS 45 25' 45 30' 45 35' 5 I 6 I 7 I 8 I 9 I SYMBOL MANUFACTURER/MOOEUDESCRIPTION QTY RAIN BIRD PGA GLOBE ~ 1IN., 1-1/2IN., 2IN. ELECTRIC REMOTE CONTROL VALVE, GLOBE. 10 BACKFLOW PREVENTER 1" ® BACKFLOW REDUCED PRESSURE ZONE, AS PER 1 LOCAL REQUIREMENTS, CODES, AND STANDARDS RAIN BIRD ESP4ME3 WITH (2) ESP-SM3 10 STATION, HYBRID MODULAR OUTDOOR @:) CONTROLLER. FOR RESIDENTIAL OR LIGHT 1 COMMERCIAL USE. LNK WIFI MODULE AND FLOW SENSOR READY. RAIN BIRD RSD-BEX ® RAIN SENSOR, WITH METAL LATCHING BRACKET, 1 ~ EXTENSION WIRE. WATER METER 1" IRRIGATI ON LATERAL LINE: PVC CLASS 200 SOR 21 ----IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 """"""" GB --.... -·- VALVE SCHEDULE NUMBER MODEL SIZE TYPE 1 RAIN BIRD PGA GLOBE 1-1/2" SHRUB SPRAY 2 RAIN BIRD PGA GLOBE 1-1/2" TURF ROTARY 3 RAIN BIRD PGA GLOBE 1· TURF ROTARY 4 RAIN BIRD PGA GLOBE 1· SHRUB SPRAY 5 RAIN BIRD PGA GLOBE 1-1/2" TURF ROTARY 6 RAIN BIRD PGA GLOBE 1· TURF SPRAY 7 RAIN BIRD PGA GLOBE 1-1/2" SHRUB SPRAY 8 RAIN BIRD PGA GLOBE 1-1/2" TURF ROTOR 9 RAIN BIRD PGA GLOBE 1-1/2" TURF ROTOR 10 RAIN BIRD PGA GLOBE 1· TURF ROTARY Comroon Wire 1 3,356LF. 680.1 LF, 561 .8LF. GPM WIRE 31.78 134.0 25.13 142.9 6.14 409.4 23.57 76.7 24.86 82.3 20.19 53.5 28.44 112.9 23.69 124.1 20.51 206.4 10.79 259.6 680.1 10 I 11 I PSI PSl @POC f'!':ECIP 37.3 56.3 1_;9 in.Ill 50.1 66.5 0.(i4 inlh 50.9 66.8 o.:i in/h 40.3 56.8 1.23 in.Ill 50.4 67.1 0.Ei4inlll 37.5 52.7 1.2, in.Ill 33.8 52.3 1.26 in'h 50.3 67.1 0.Ei1 inlll 48.6 65.2 0.Ei2 inlh 51.6 65.6 028inlll 12 I 13 I 14 I 15 I 16 IRRIGATION NOTES t . IRRIGATION DRAWINGS ARE DIAGRMIMA.TIC IN GeJERAL & SlBJECT TO THE REQUIREMENTS OF TI-lE A.ANTING Pl.AN. THE IRRIGA.TION ORA.WINGS INDICATE THE GENERAL LOCATION OF THE COMPONENT PARTS OF THE SYSTEM, BUT ARE NOT tNTHIJED TO SHOW ALL FITTINGS OR All DETAILS OF TI-E IRRIGATION WORK. 2-ALL l RRIGA.TlON WORK Will. BE PERFORMED 1N COMPLIANCE WITH ALL APPLICABLE CODES & STANO.ARDS INCt.UDlNG crrv CODES. OROlNANCES, & REGULATIONS. 3.. THE CONTRA.CTOR SHAU. BE RESPONSIBLE FOR ALL PERMITS, FEES, & Af'PROI/ALS FROM GOVERNING Al.JTHORmES. 4. THE l.AJI.OSCAPE CONTRACTOR SHAil. BE RESPONSIBI..E FOR COORDINATING VonTH SITE CONTRACTOR THE INSTAl.lATION OF THE IRRIGATION WATER METER & BACKFLOIIV PREVENTER & CONNECTION TO NEW IRRIGATION SYSTcM. ~-TEST WATER PRESSURE DOVVNSTREAM OF THE [RRIGA.TION WATER METER OR Pl.MP STATION DlSCHARGE. TO CONFIRM AVAILABILITY OF PROPER OPERATING PRESSURE. NOTIFY LANDSCAPEARO-IITECT IF AVAIL.ABLE PRESSURE IS INSUFAClENT OR EXCESSIVE. 5.. PIPlNG FOR MAINLINES SHALL BE PVC SCHEDULE40&ALL LATERALLINESSHAU.BE PVC a..ASS200. FITTINGS Will BE PVC FORCORRESPONDlNGSER'VlCE. PIPE DEPTHWIU.BEAM INIMUM OF 12 IN. TO 18 IN. FOR ALL MAIN&LATERAL LINES. PIPE DEPTH MAY VARY DEPENDING ON LOCAL FROST DEPrn ANO/OR REQUIREMENTS OF LOCAL GOVERNlNG Al.ITHOR:ITIES AT SITPS LOCATION. 7. ACCEPTABl.E MANUFACTURER FOR IRRIGATION PRODUCTS IS SPECJFIED IN THE IRRIGAT ION SCHEDULE UNLESS OTHER'MSE INDtcA.TED. ALTERNATE IRRJGATlON MANUFACTURERS EQUIPMENT MAY BE Sl.BSTITUTED WITH A PPROVAL FROM Tl-IE LANDSCAPE ARCI--ITECT PRIOR TO BID. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOVlo'ING HEAD LAYOUT & LOCATIONS.. VALVE LOCATIONS. PERFORMANCE DATA. ETC. SHOLLD ALTERNATE MANUFAClURER BE USED. 8-. INSTALL AU IRRIGATIONCOMPONEJtfTSASPERMANUFACTURER'S RECOMMENDATIONS OR INSTRUCTIONS. Q. REMOTE CONTRa.. VALVES & OTHER UNDERGROUND DEVICES WILL BE INSTALLED lN F'LASTIC BOXES WfTH PLASTIC CO\/'ERS OF THE SIZE REQUIRED T O ENSURE ADJUSTMENT OF THE DEVICE. GROUP DEVICES IN SINGLE BOXES WHERE POSSIBLE 10.IRRIGATION HEADS TOBE LOCATED A MINIMI..M OF 4 IN. OFF SIDEWAL..KSt'CURBS & 6 IN. FROM BUILDINGS OR WAL.LS. 11.ADJUST IRRIGATION AS NECESSARY TO AVOID EXISTING IJTUTIES, LIGHT PCX..E.S. SUJLOINGS, ANDfOR OTHER UNFORSEEN OBSTRUCTIONS. 12.IRRIGATION CONTROl.l.ER LOCATION 51-lOWN ON !:RA.WI NGS tS APPROXIMATE & ONLY A Pl.AC0iQOER. LANDSCAPE CONTRACTOR TO VERIFY EXACT LOCATION OF IRRIGATION CONTROLLER WITH OWNER PRIOR TO CONSTRUCTION. CONTRACTOR T O PROVIDE CONTROU.ER VVITH APPROPRIAlE ENCLOSURE FOR SPECIFIC LOCATION WHETHER INTERIOR, EXTERIOR, WAl.1. MOUNT, OR PEDESTAL ENCl...OSUREAPPUCA.TION. 13. CONTRACTOR SHAl.1. l NSTALL GROUNDING, SURGE. & LIGHTNING PROTECTION AS PER CRRIGATION MANUFACTIJRER'S RECON.MENDATIONS. 14. VALVES. CONTROl..LERS, & All. IRRIGATION EQUIPMENT TO HAVE PROPER GROUNDING PROTECTION /1,S PER IRRIGATION MANUFACTIJRER'S RE.COMMEl'l)ATIONS. 15. CONTRACTOR SHAU. SUBMIT AS-BUILT DRAWINGS OF T HE SYSTEM AT TIE COMPLETION OF THE PROJECT. 16. All PIPE TO BE INSTALLEO PER MANUFACTURER SPECtFtcA.TIONS. 17. AlLUN ESTOBETHOROUGI-I..Y FLUSHED PRIOR TO INSTAl..l.ATION OF SPRJNKLER HEADS. 18. MAl"'-.JNES TO BE SCHEDULE 40 PVC PIPE AND MAINTAIN A MIN IMLM COVER OF 1S-. 19. LAlERAL LINES TOBECL.ASS 200PVC PIPEAND MAJNTAJNAMINIMUMCOVEROF 12". 20. DESIGN /1,S SHO'INN IS DIAGRAMMATIC FOR ClARITY ANO LEGIBILrrY. All MAINLINE PJPE. VALVES. AND METERS SrW..1.. BE INSTAl..1.£0 IN 1\JRF AFEAS 'WHENEVER POSSIBLE. AVOID LOCAT ING IN Pl.ANTING BEDS A ND PAVEMENT AREAS. 21. IRRIGATION CONTRACTOR SHAl.1. PROVlDE FIELD VER IRED, REPRODUaBlE >S-BUIL T DRAWINGS OF THE INSTAUED IRRIGATION SYSTEM TO THE DEVELOPER ANO TI-lE LANDSCAPE ARCHITECT. 22. A ONE-YEAR WARRANTY PERK>D SHALL BE PROVIDED FOR THE SYSTe.4 AFTER SUBSTAflTIAL COMPl.ETlON tS AOIIEVED AND N::.CE..PlED. TI-lE ST ART LP ANO AD.JUSTING OF TI-IE SYSTEM IN THE SPRING FOUOWING INSTAUATION SHAU. BE INCLUDED IN THE WARRANTY. 17 I ~ ' '----' >: (.') j ti s cii CD CD 1. ~ ., 3 ..J ..c < t:: Ill ,i 0 s .Q z ·;; 0 ;: Cl) :i; :> 0 CD u 8 " ~ 0 § i :: iii z u ~ t-C, ,:CI ~ ~ ~~ ffil ~IS 0 '!' u N 0 0 i N CD 0 ~ 0 0 ~ (!) c.o 0 ~ I _J I 7 I 8 I 9 I 10 I 11 I 12 I 13 1 14 1 15 I 16 17 I ~ K f-- J ~ I ~ H ~ G f-- F f-- E f-- D C B A This drawing is and shall remain the property d Gocxt.vyn. Mills and Cawood, Inc.. (GMC) and Goodwyn Mil ls C.awood LLC (GMC). Ulau1horized used any kind incbting use on ~ projects is prohbted. In lhe event that a oonfic:i arises between 1he sealed O'"awings and 1he electronic fies, the sealed drawings will govern. 3 4 5 6 K H G TRUST B LOCK Pl.ANS TRUST llLOC•K SCHEDULE 3 J~RUST BLOCKS D RNISHGRADE C LATERAL TEE OR ElJ_ B A 6 RAI N BIRD 6" POP-UP SPRAY SPRINKLER NTS 3 4 5 6 7 8 9 10 CONTRACTOR TO COMPLY W/AIJ_ LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTAIJ_ATION OF PVC PIPING AND LOW VOLTAGE WIRING. T .J.!).. • ~-[QJ 11r ~AIJ_ 120VOLT WIRING TOBE INSTfilED IN ACCORDANCE W/LOCAL CODE ~ :_ t TAPE AND BUNDLE , fil MAIN SUP~: LINES TO TUBING OR WIRING BE INSTAIJ_ffi IN TIE A LOOSE XJ" LOOP IN WIRING AT ALL CHANGES OF DIRECTION GREATER 1HAN 30• UNTIE fil LOOPS AFTER fil CONNECTIONS HAVE BEEN COMPLETED AT N INTERVALS ACCORDANCE W/MANUFACTURER'S INSTAIJ_ATJON SPECIFICATIONS 11RR IGATION TRENCHING NTS RAIN BIRD YID SERI ES ID TA RAIN BIRD SPIJCE-1 WATERPROOF CQNIIECTION (1 OF 2) 3" MIN. DEPTH OF ¾° WASHED GRAVEL RAIN BIRD VB-STD VAL VE BOX W/COVER FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC MAINLINE PIPE PVC SCH 40 TEE OR EIJ_ 4 RAIN B IRD PGA REMOTE CONTROL VALVE NTS FINISH GRADE RAIN BIRD 1812-SAM-PRS MODEL POP-UP SPRAY SPRINKLER SWING PIPE ASSEMBLY LATERAL TEE OREIJ_ 7 RAIN B IRD 12" POP-UP SPRAY SPRINKLER NTS 7 8 9 10 11 11 12 13 14 15 NOTE: INSTfilER OF SLEEVES SHAIJ_ BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED 'Z' CAPPED MARKER PIPE, EXTEND PIPE 6" BELOW BOTTOM OF SLEEVE, PAINTED FLUORESCENT 'Z' CAPPED MARKER PIPE, COLOR EXTEND PIPE 6" BELOW BOTTOM OF SLEEVE, PAINTED FLUORESCENT COLOR PVC SLEEVE \_ BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS 2 IRRIGATION SLEEVING NTS FINISH GRADE RAIN BIRD 5004 MODEL POP-UP ROTOR RAIN BIRD TSJ-075-PRS PRE-FABRICATED SWING JOINT W/45 PSI PRESSURE REGULATOR PVC SCH 40 TEE OR ElJ_ 5 RAIN BIRD 5004 POP-UP ROTOR NTS -----MOUNTING Wfil- INSIDE FRONT COVER RAIN BIRD ESP-ME3 MODULAR HYBRID CONTROUER STANDARD120 V PLUG~,-JI ~ ~\1 I INSIDE FRONT COVER • !~) 1" PVC SCH 40 CONDUIT AND FITTINGS ~ WIRES TO REMOTE CONTROL VALVES INSIDE CONTROIJ_ER CHASSIS ru OPTIONAL MODULES FOR 22-ST A TION CONTROIJ_ER WIRES TO REMOTE CONTROL VALVES 120 VAC, 60 HZ INTERNAL TRANSFORMER 8 ~~IN BIRD ESP-ME3 CONT RO LLER 12 13 14 15 16 17 K J j ti s "' cii (0 8 "' 1. ii! ., ~ 3 _, § < .,::; ~ ,i t:: iii 0 -~ .Q z :, 0 ;: Cl) ::E t- H .., " ~("!~ ~I " l'1 '" ~ ~ O~o G ;~g ~~ f Iii ~~ "IS al al g'l:' n: <.) 0 0 F (/) UJ ~ 0 I z N 3 0 0 0 1-i 1-Z N ci:: UJ CD UJ~ 0 c.. c.. ~ Oo _, ci:: -' "': 0 c..w; 0 w>:r ~ D :cw"' I-Cl ~ C) ,,\,, ~; '~•1.1 ,,,, ,''\ ~ ............. ~~ ,, ~''-...'!_/,.. M[USSA ·••{i"',:. .=t.o/N~'lf9R \7:: ~NS;t\U,&, .,,. -C ~~--668,./ / ... , ~o----~·-······ , ... ,, (,4 ,, '111,110\\,, en _, ~ B IU 0 """' z 0 0 j:: ~ ~ I ii: -' A !: 16 17 This drawing is and shall remain the property d GocxtNyn. Mils and Cawood, Inc.. (GMC) and Goodwyn Mil ls Cawood LLC (GMC). Ulauthorized use d any kind incbting use on cttl0" projects is prohi>ited. In the event that a oonfici arises between 1he sealed ,drawings and 1he elearonic files, the sealed drawings will' govern. 3 4 5 6 K '-+,-~ ~ z I(,. \, \ [1 N I C H O L S AV E NU E T L· E -E T T· \ I' /r ~ ~~- _,--/ ... ~ -~ ~ n H G F / //f'.~/~~< ' I / ' ~ .µ>•----.~ I _ // _ _.\'\. 1 :,UIL~l~G SETB~C ,/ / D C -------:-:~~=~;~~-~ ----:r --1 I !-'---~ B ., '",...,_~ •:Jr ,.r>~-f " A 3 4 5 6 8 9 10 11 12 13 14 ..;; ----. .... --: ~ \ " "" t- 0- ... w ~ "'~ ... V> ~ 0 L z :, " o w >-~ ETI!ACI( D @ NORll-1 8 9 10 tt 12 13 14 15 16 17 i ti :;; 1ii 5! 3: -"' N t:: I!! 0 -~ z :, ;: "' "'.., ~("!~ ..:f:l;;:; O~o ;~~ 5! 5! "'"' iil iil ~~ {j{j z j A. i i= 1 111111111111111111~ 111111111111111111111111111111111111111 :c ll111111111111111 " ::; O' 20' 40' 80' SCALE 1 IN = 20 FT 15 16 17 N 0 <O <O .., _, < ,i .,, 0 :lE <O 8 g .. ii; N I- " 0 ~ " 0 " :;; z 0 " (!) N 8 i N m 0 ~ 0 0 ~ (!) J:: I ~ ~ ~~ f 9 < 15 l'l ljl u C0 0 ~ I _J K J H G F D C B A This dl'irM'lg is and shaM remain the property of Good-Nyn. Mils and C,a,,,i,ood, Inc.. (GMC) and Goodwyn Mills c.awood LLC (GMC). lklauthorized use of any kind including use on cttl0" projects is prohi>ited In the eYent that a confici arises between the .sealed O'"awings and 1he electronic files, the seated drawings will' govern. K H G D C B A 3 PHILIPS Lighting ClassicStreet BDP794 LED63-4S/740 II DW10 MK-W H FG BK Cl/l.S~lcS~l I op, lrn module 6300 lrn 740 (W!Ulral While, Puwet suppl y u111t reg_ulatirig; C?Xletnill w i th constant light a\Jtµul Slifety ~ass U, Distributiori w.de 10, FUtt eta>S. Bladt COf\St.tnt llltht output and DvnaDlmmC!1 fl:it:ed ptesets ve,slon 2 Llirn\riaJro surge protechon level until 10 kV differenllal rnoda -;l.fld JO ~V cornmon mode, E)l.tl;!rl'al c:onneoor, ~-able 1.0 rn ~itti plug Wieland/Adels compaublo 1•oolo Po6L•top fo, dlame10, 60 mm E.~uluttlt tl1@'1alf1lr Ut!i!IJly o! ioth-cer,tu,v'ilteel ~Jl\i:'ll5, Pt!IIID5 rJ~CSlu:'et comb In•" ~nt ~n wllh lh~ ~blip dl:n;;ilh;-of lwr;b.gq !Mrr,,n,llrff -;ill wtnllt meertre tOll.a.) Sll!Oi;ll"t hllllt1rlri !tl(h)lf@ffl(;fllS ~~ a,c,JN)l£,0, C)tl§Sl(St•eel dllllAr,rart. Cll.J.5t.:i~ i.-a er lijct,11"1 and -11rav pa11i!1n\lll'li'.0 fer .. -.ll~Nt a, l(llkJ 1,tl-1111~ llool\5 lott,I! P,,i,p; UDGINE-Oe'!ilr.ot i!Nl<111pllca,lu:,o.1;:.fli,oecl 0P~ ltlo ~I f' Cwvctl dc-1111!1, tc,u~ttlCJ Wltrr dcdr....:V.9.J '1rlldaiia.;11r,d ~. en.~ ol<Ofll;Q-rr-.>Crilll.t ~ t11;;,t ~Ulil1115Clll$S,C(l'l;Jl!f'li(IISMOJ~8'il(ld Wil•l~rlliJ'II ~J dl!Vl:lme a!l,nb!WI~ Nol only !fl tr.lltltlloruJ mchlll!Ol.lr,!ll ~11111~ t:IUl 11'1 modt!r11 ll!Oilll'IVIWIICl'lfllli.'~ too i'h5 ~onrernpo1;1111 $tN1i11 l,eh1t11&~1Urai IWRtl.lW'Sii Phlllp,; S'f'>l.en!re.:id'1CSR)~makln1 ~Mu~rblltlylu~C).llrb.J -Mttl~li!i"rcttilOneO!' ~Pd(Ofll!Ql~ndhBl'l11f18~"'ilPDIIColt\Q"ISSl.dl~•nl.l>CKlmS.SfM~ CLlisoCS~luwl,.ai,escanalsCJ t>e,~~LJGl)@!l 1"ollt10u1 clrdicarea lliflt IKlt1!:!ilha1. Pli>WIVV d,1.1~ ~I~ "1 ~Ian Gllafl' tl.lWdinvi>t lr.1m!nairv 511nq-.1i;,I:, '°"1ntlt1~bll;;i, ctia.1ks IO tt'le Slilfllly Ser,'te t.ae i(lfl ~ ~\' K,1,-,l'U''C .a OR COO!e. ,;ila(t'IJ ••S!Oe lJw door cttJW!tt!ls.:. 01 dl,vctfy D'1 ma li..HTWl.ttra, yc1J car, IMl.rntl)I llltQn ltl11 conf,ell'tl101 ct fhe llfflWJtHe 1hi!l makes malnter'll!ncl'! and pmeraP'llre OP@Pa11ons J.itl:.'T'~ ...... u.,,r olllld110Dbla~ I>'""' l<1 e:r-':e.,, dl~l lbr.orv 1;1fUgh~1, 1151itlb,;,r,d SPifltPiilrG, PN>ductdara LUMI N AIRE SCH E DULE CALLOUT S YJIBOL LAJIP 4 5 DESCRIPTION ACORN G (1) LED63-4S/740 BDP794 FG T25 DW10 LED63/740 NO 3 4 5 6 Class1cStreet 7 "'-i.w-"""*-.... •- ·£-raN"!'e<Tl.:f'UalLiDIWWII 910 Tr.m,1Qiell'l'no11:1'!•.eo,Jljlflel~ ----thoolnc-•"" ..,1..,.......,_,.11,.,.·..,..-n.,,~,,.,.,.,.. 8 9 CONJ'OIS:aNIIOlll'lll'lll'tl ....,_ .. _,r_,u-,1<>1>1<>..., _._ __ •'"'-____________ _ --- Appr-llnlllAjlplla.Ucn --- BALLAST JIOUNTINC MODEL VOLTS NOTE 3 ELECTRONIC POLE PHILIPS, 120V 1P 2W 2018-08-08 B-Angle -0.00 B-Til t -0.00 2021-08-08 10 11 12 ClasslcStreet 11xtlliljfflrtiado .... Ml!~-•w!I ~ ... ,,., __ .,,,.""'~-llf-,.alollw.lu....:,~'o ·-~ct--...,·---.,..,-... _,.,......,.,1an..,...r ....... -.""" l•lllfffiU'OlflO,-wtdlnilflOl)(<l"'+fllt',dl•lfnall•..,-•.,.,Jil~~l•ta-llCl'~llollt#.aoi, 1/tn .. rb,or""....,,.""••--~byillr',-, llh'""1nd~•llhlp.~li>'!Ullffl ■♦......- QUANTITY DE FAUL T ELEVAf /ON 5 12' 13 ••orJltl<l,.p"l""-,, :,r;rlp,~t•·-.. ~-....... 14 15 16 17 i ti :;; 1ii 5! 3: -"' N t:: I!! 0 -~ z :, ;: "' .., " ~("!~ <( l'1 '" O~o ;~g ii!] ii!] al al n: uo 6 7 8 9 ID tt ~ U M ~ ffi 17 N 0 <O <O .., ..J < ,i .,, 0 :lE <O 8 g .. ii; N I- " 0 ~ " 0 " :;; z 0 " (!) N 8 i N m 0 ~ 0 0 ~ (!) K H ~::,: ;;s ~ G ~~ ffil "IS 3 'l:' <.) F D C B A This drawing i s and shall remain the property d Gocxt.vyn. Mills and Cawood. I nc.. (GMC) and Goodwyn Mil ls C.awood LLC (GMC). Ulau1horized used any kind incbting use on ~ projects i s prohbted I n lhe event that a oonfic:i arises between 1he sealed O"awings and 1he electronic files, the sealed drawings will govern. K 0 20' <O' ---MI Scale: 1" ~ 20' ' I ASPHALT PAVJN~ I PROPOSED COfot)R£TE H r _______ I _______ _ 3 4 6 ~"Ir:IIOLS AVEN/Jf ' (T,•10 L£-.,E r..-J.it. hiu' ,,-__ N "" -:'.IEii r.cJrin l .!.• 11.a. ') 8 8 10 11 REOD: SIDEWALK 10 11 12 12 ""' ''••)l. Ir \ ~ ►·t:.) 13 \ REQ'O: CROSSWALK (THERMOPlASTIC PA INT) u 16 :Ol,EB-1 1j f,j 'I ----------------------------- lsJ ,r.::;r--, :~- :JrtEfH L.._ __________ -------------------I I L..._ ________ _ L\JN ER-2 13 14 15 16 "' ,: I N "' 0 "' u "' N ti .., "' ,;_ _, N "' .£ -4: <O 0 .. oi i;; 3 ::i C :;; ~ en .c .., Cl. N z 0 .. I-u N 0 ,: " (J~ l< .., LLI s I-~ ◄ 0 i"! LLI < :::, ~ "' ::; !!! "' ail z ~ 01! ~ u, t= ~z "' ~! 5 00 V This di&Mng is and shall rermin lhe property of Goodwyn. Mi.ls and Cawood. Inc.. (Gf.tc) and Goodwyn Milts Cawood U.C (GMC). Unauthorized use cf any 1cind including use on other proiects is prohibaed In the event that a conftict arises between the sea1ed drawings and the aeclronic fik!s, the sealed drawings wil govern G D A r r r r DRAINAGE DESIGN REPORT The Proper Townhon1es Development F AIRI-IOP E) ALABAMA GMC: Jeremy Sasser. PE Cioodwyn i\.l ill s Cawood I 2039 Main S1rect I Dnphne. AL 315526 25 1.626.2626 December ?.2. 2023 The Pro per Townhom cs Dcvcln pm 11nl 7.0 E AS EMENTS No easements are req ui r ed off-site. No easement s are located o n -site. 8 .0 CONCLUS IONS 8.1 Compliance w ith Standards A s tonmvater management system was des igned to meet and exceed the City of Fairhop c's drainage design c1iteria. The peak: storm water discharge from th e property will be less t han the undeve loped site's peak stonn water discharge for the 2-year through l00-year storn1 events and will prevent any adverse effects on altjacent prope rties. 8.2Summ ary Th e development causes no adverse effects to existing drainage at the site . The runoff discharged onto adjacent propcrlics is lower than pre -d evelopment conditions. The deve lopment Utili zes low-impact and sustainable drainage measures to accommodate the increase in iJOpcrvious surfaces. Dralllage Desig11 Repo rt GMC: 12 GMC: Goodwyn Mills Cawood 2039 Main Street P.O . Bo s 1117 Doohne, AL 36526 T (251) 626-2626 F (251) 626·693l www.gmcnetwori<.com December 28, 2023 Mr. Hunter Simmons Planning and Zoning Manager City of Fairhope 451 Pecan Avenue.Suite 200 Fairhope, AL 36532 RE: The Proper Townhomes Starlight Development LLC Dear Mr. Simmons: This letter is provided as support for the above referenced project regarding the City of Fairhope's requirements for traffic studies as part of Preliminary Plat applications. Per the Fairhope Subdivision Ordinance, the following regu lation applies: A traffic study shall be required for all applications that will generate on overage doily traffic (ADD count of 1,000 trips or more, or which will generate 50 trips or more during any peak hour period. (Article IV, Section C.1 (h)). Per /TE Trip Generation Report, 1ahEd~ion, Apartments/Condosrrownhouses generate 7 ·trips per day, o r 0.7 per peak hour, per unit . The Proper Townhome development contains 10 units. and based on this critedon. the t rip generation is calculated as: • 10 x 7 = 70 average dally trips 70 x 0.7 = 7 trips per peak hour As'demonstrated above, the subject subdivision ls well below the threshold requiring a t raffic impac t study. If you have any further questions or comments, please contact me by email or phone as listed below. Thank you. :z;;,,,~ Scott Hutchinson, PE #21830 Vice Pres ident, Engineering Goodwyn Mills Cawood scott.hutchinson@gmcnetwork.com 251-626-2626 office 251-680-2555 cell CC:File Build Inc Communities Fairhope Public Utilities ~ Flow Hydrant Fairhope Water Utility Hydrant Flow Test Date: November 30, 2023 Time: 8:10AM Hydrant Location !Young St at Nichols Ave (East side of new SS) Latitude:.__! __ 3_0_.5_1_6_57_8 __ Longitude: !.__ ___ -8_7_.8_9_4_67_3 __ ~ Size of Water Main (Inches) Type of Material: AC Pitot PSI 35 I Outlet Diameter (in): I 2,5 I Number of Outlets Flowing c factors for outlets of less than 4-inches in size and type are given below. Outlet less than 4" in size, smooth and rounded: Outlet less than 4" in size, square and sharp: Outlet less than 4' in size, p rojecting: Select Appropriate C Value: Calculated Flow (Q) Flow Hydrant 0.90 0.80 0.70 ._ __ 9_92_.6_8 _ ____,j GPM Hydrant Location ._S_a_m_e _________________________ __, Latitude: ~I __ 3_0._5_16_5_7_8 __ Longitude: ._I ----"-8..;..7""".8..;..94_6_7_3 __ __, S ize of Water Main (Inches) Static Pressure (PS I) 6 54 Type of Material: AC 47 Calculated Fire Flow@ 20 PSI (AFF): Residual Pressure (PSI) .____2_3_3_0 ._53 _ ____.I GPM Signatures: Operator: Engineer of Record: Curtis Cooper, Jr. Richard D. Digitally signed by Ri chard D. Jo hn so n, PE Johnson PE Dtite .2023 .12.01 I 11 :01 :52 -06'00' ------- HYDRANT FLOW TEST LOCATION MAP bc_lmagery.GIS1 .COLOR_2022 Fairhope Public Utilities Hydrant Flow Test Da te: l \-30-)-3 Time: 3; IQ A, M, Flow Hydrant Hydra nt Location: Y0vo5 S'+~ 6 /• Size of Watermain ~~-- i n ~chu)s Aue . Ei6, OFNEJAJ ss Type Material: Pt C ------ Pitot PSI : -~3_S~--Flow GPM : ~)~{~XJ~O~--- Calculated Fire Flow@ 20 PSI : ____ _ Test Hydrant (Residual) Hydrant Locat ion : _Vi~oo<...>voL.Ln~_:91----""'S:....:..+ ......... _ct,'-----'-t}-'-'--';c_h~o=L.._s ____.AL.......!....:.11:-"'-{!-'-, ---- Size of Watermain: _6_'_' __ Ty pe material: _A-~[~--- Static PSI : _S~Lj __ Res id ual PSI : L}'7 ~~-- Operator ~/4 Enginee r of Record :~ GMC Goodwyn MIiis Cawood 2039 Mam Street PO. Box 1127 0•o~ne, AL 36526 T l2$lJ 626-1626 F 121:>l! 626-693L wwl/o.i.gmcnetwo k.com January 22, 2024 Mr. Hunter Simmons Planning and Zoning Manager City of Fairhope 451 Pecan Avenue, Suite 200 Fairhope, AL 36532 RE: The Proper Townhomes Starlight Development LLC Dear Mr. Simmons: Please accept t h is waiver request in conjunction w it h the Pre liminary Plat appl ication for the above referenced project. The subject subdivision is located at the southwest corner of the intersection of Young Street and Nichols Avenue and contains ten (10) townhome un its. T he site is also bounded on the south by Anderson Avenue, a public road with an existing 20' w ide platted right-of-way. Request: To allow a waiver of following requirement of the City of Fairhope Subdivision Regu lation: Article V, Section E Lot Standards, (3.a) Lot Access -Except in ru ral and agricultural Subdivisions under Section D.7 or as otherwise provided in these Regu lations, all lots shall front upon a paved, publicly maintained street, and be accessed via such frontage. It is proposed that Anderson Avenue continues to funct ion as-is and in place, which is paved for most of its length although nm regu larly used or mainta ined. It currently provides access to a handf ul of resi dential lots only. We request that improvements to Anderson Avenue be limited to the clearing of overgrowth w ith in the right-of-way and the construction of sidewalk connections to the proposed unit s. Justification: 1. Anderson Avenue fits the street classif ication of "Lane" per the City of Fa i rhope Subdivision Regulation, Article V and Table 5.3, Appendix A, which is defined as a 20' total right-of -way width with one yield flow lane. 2. All lots in t he proposed subdivision w ill be served from the rear by a p rivate drive and two other existing roads, Young Street and Nichols Avenue. a. As shown on the accompanying Site Plan , three (3 ) lots and t he common area contain frontage on t he existing Anderson Avenue. Per the C ity's development standards. all townhomes must be accessed from the rear. Therefore, the p roposed lots will be so served by a private d rive w ithi n a so· access easement. Vehicular access to all lots and common areas wit hin t he development w ill be v ia the rear-facing private drive. b. The fronts of unit s shal l provide pedestrian-only access v ia front p orches and sidewal ks. Building Communities , 3. Mature trees can be saved. a. Preserv ing existing trees in place is a top priority for The ProperTownhome , development This i s reflected in the careful placement of lots, drives, and common areas to avoid the removal of most existing trees on the site. Granting this waiVer request will allow to preserve in place a mature stand of existing live oak trees ranging from 20"to 52" in d iameter located along the edge of Anderson Avenue and lining the property boundary. 4. Disruption to the existing neighborhood is minimized. 5. Subdivision Regulations allow for the granti ng of waivers. The Planning Commission, in its discretion, may (but is not required to) allow deviation from this requirement where such frontage and access to each lot is unattainable due to unique and extroord!Mrlly unusual characteristic s of the property. Article V, Section E, 3 (a). a. Anderson Avenue present s such unique circumstances due to its preexisting condition that has been accepted as-is for decades. b. Widening the road wil l negatively impact the existing home located adjacent to Anderson Avenue on the south. If you have any quest ions or comments regarding the information contai ned in this submitta l, please cont act me by email or phone as listed below. Thank you. Since rely. ~,11/~ Melissa A Hadley, PhD. RLA , AICP Project Manager, Engineering Goodwyn Mil ls Cawood melissa.hadley@gmcnetwork.com 251-626-2626 office 850-353-3330 cell CC: Flle Revised February 13, 2024 GMC Goodwyn M Iiis Cawood 2039 Mam Street PO. Box 1127 Da.ohne1 AL 3(:i526 T l2$l/ 626-2626 1251) 626-6934 wwl/o.i,gmcnetwo I< com The Proper Townhom es Community M eeting Minutes A Communi ty Meeting was held at Now Bcglnnlngc Church on October 16, 2023 ot 5:00 PM. An attendance sheet is attached. Proper notifi cation to adj acent property owners and recei pts are provided herewith. La rge size copies of the site p lan and conceptu al arch itect ura l renderi ngs were on d i splay at t he meeting. Reduced copies were provided for indi vi duals to take. T he following Is a summation of comments/questions received with responses below: Pr ice Po int? o Price point s are not known at this t i me and will be d ict ated by the market upon completion of construct ion. When w i ll construction begin? o 6 months t o one year. T he ne i ghbors d id not receive notice. o All notices were sent out per t he Ordinance. GMC provided an exhibit indi cating all adjacent prope rty owner noti fication locatio ns. Resi dents concerned about risi ng taxes. If a sidewalk i s built on Anderson, the current drainage p ipe Is not going to handle the flow. o No i mprovements are p roposed for Anderson Avenue. • W hy isn't Anderson Avenue being paved? o No Improvements are p roposed for Anderson Avenue In orde r t o p reserve existing trees i n p lace. • WIii the property be gated? o No. T here will be fences around individual lots. It doesn't enhanc-e the communit y if people can afford t hem. What if another Hu rricane Sally comes through? o The p roject will meet all City stormwater ordinances. Concerns exp ressed about overpricing f or the neighborhood. Goodwyn Mills Cawood, LLC representatives: Melissa Hadley, Project Manager Barb ara Garner Min utes taken by Barbara Garner. Building Communities __, ~at&t Goodw yn Mills Cawood Barbara Garne r The Proper Town homes Fairhope A labama Dear Barbara Garner, T his letter is in response to your request for information on the availability of service at T he Proper Townhomes Fairhope Alabama or development by AT&T . This letter acknowledges that the above referenced T he Proper T own homes Fairhope, Alabama is located in an area served by AT &T . Any service arrangements for the list development, location, or development wi ll be s ubject to later d iscussions and agreements between the developer and A T &T . Please be advised that this letter is not a commitment by AT &T to provide service to the proj ect, location or development. Please contact me at the phone number included in this letter with any questions. T hank you for contacting AT &T . Lowell Anderson la0985@exo.att.com (205) 417-3624 AT&T Proprietary Documentation. Sherry Sullivan Mayor Council Members: Kevin G. Boone Jay Robinson Jack Burrell, ACMO Jimmy Conyers Corey Martin Lisa A. Hanks, MMC City Clerk Kimberly Creech Treasurer 161 North Section St. PO Drawer 429 Fairhope, AL 36533 251-928-2136 (p) 251-928-6776 (f) www.fairhopeal.gov January 19, 2024 Re: The Proper Townhomes Development, 10 townhomes, PPIN: 9585,9601,12155,9602,361754 Water & Sewer: Fairhope Public Utilities has reviewed and approve the plans. All installation and materials must meet City of Fairhope standards and specifications . Aid to construction will be determined upon final approval of plans. Gas: Gas was not requested and will not be provided by Fairhope Public Utilities. Electric: Single phase can be provided for this town home development, aid to construction will be determined upon final approval of plans. Sincerely, astewater Superintendent ---- Wes Boyett Gas Superintendent ~ Electrical Engineering Technician DAVID WILSON Chairman RAYMOND LOVELL Vice Chairman ANTHONY LOWERY SecretaryfTreasurer KATHRYN BYRD Interim Director 911 TELECOMMUNICATOR CIRCLE, ROBERTSDALE,ALABAMA 36567 Subdivi sion: The Proper Townhomes Subdivision location: west off Young Street -Fairhope Requested by: Barbara Garner -GMC Network Email: barbara.garner@gmcnetwork.com Phone: 25 1-3 80-8732 Reservation valid th rough: 1/2/2025 PAUL MUELLER AL TOLBERT ROY GLENN MARK SEALY MARKO. RYAN General Counsel We have approved the following road names for the dev elopment listed above. The road names are reserved for one year (365 days) from the date of this letter. If the road 1rnme changes in any way from what is listed on this confirmation letter, please contact our office for approval. If you find that you need these road n ames reserved beyond on e year, you mus t contact us requesting such or the road n ames w ill be automatically released and labeled "available for use". PreMod PreDir PreType PreSep Street Name PosTyp PosDi..r PosMod LEGACY LOOP Please feel free to contact our office with any questions or concerns. S igned : (i!/ama Jttlta {{5J{;6ertJ Date: 1/2/2024 EMERGENCY POLICE • FIRE • MEDICAL DIAL 9-1 -1 CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN (CBMPP) Prepared for: Nichols Courtyard Lett Development Fairhope, AL 36532 Phone: 214-289 -5196 Operator: Starlight Development, LLC Fa irhope, AL 36532 Phone: 214-289 -5196 CBMPP Contact(s)/QCP Goodwyn Mills Cawood, LLC Brandon Smith, CPESC 11 North Water Street, Suite 15250 M obile, AL 36602 Phone: 251-460-4006 Email: brandon.smith@gmcnetwork.com CBMPP Preparation Date 10/16/2023 Estimated Project Dates: Project Start Date: 01/01/2023 Project Completion Date: 01/01/2024 BY:.~.~ .............. .. OPERATION & MAINTENANCE PLAN AND AGREEMENT STARLIGHT DEVELOPMENT, LLC THE PROPER TOWNHOMES F A IRH OPE, ALABAMA DECEMBER 2023 Construction Stormwater (ALR100000) -NOi - New (Form 024) version 4.16 (Submission#: HPY-9KHE-44JA1 , version 1) Details Subnission ID HPY-9KHE-44JA 1 Status Signing Fees Default Fee $1,385.00 Payments/Adjustments $0.00 Balance Due $1,385.00 (None) Fonn Input Permittee Information Pennittee Pennittee Name Starlight Development LLC Phone Type Number E xtension Business 2142895196 Mailing Address 2 Long leaf C i rcle Fairhope, AL 32532 Are you adding a Co.Pennittee? No Responsible Offi cial Prefix Mr. First Name Carlos Middle Name Last Name NONE PROVIDED Lett Title Omer Organization Name Starlight Development Phone Type Number Business Email 2142895196 car1oslett@icloud.com Physical/Delivery Address 2 Longleaf C i rcie Fairhope, AL 32532 Extension .6dditional Permit Contact(s) (1 of 1) Please provide the contact information for any person needing notifications regarding this Notice of Intent (NOi). 12/21 /2023 9:04:20 AM Page 2 of7 Pennit Contact Prefix NONE PROVIDED First Name Middle Name Last Name NONE PROVIDED NONE PROVIDED NONE PROVIDED Title NONE PROVIDED Company Name NONE PROVIDED Phone Type Number NONE PROVIDED Email NONE PROVIDED Facility/Site Information Facility/Site N ame Nichols Courtyard Lett Development Pennittee Organization Type LLC Facility/Site Contact Prefix Mr. First N ame Last Name Carlos Lett Title ON'1er organization Name Starlight Development Phone Type Number Business 2 142895196 Email carloslett@icloud.com Extension Extension Do you have additional contacts associated w ith this site? No Facility/Site Address or Location Description I Southwest corner of Nichols Ave and Yorng St Fairhope, AL 36532 Facility/Site County Baldwin Detailed Directions to the Facility/S ite Starting at 11 North Water Street, head south on N Water Street towards Dauphin St. Take the ramp onl-10 towards Pascagoula. At exit 25A, take the ramp on the left towards 1-10 East For 9.1 miles stay on 1-10 E. At exit 35A , head right on the ramp for US-98 toward Daphne/ Fairhope. In 9 .9 miles turn right onto Nichols Avenue. In 0.6 miles the destination is on the right Facility/Site Front Gate Latitude and Longitude 30.516025109769178.--87 .89501200084 102 Is this a linear project? No Constructkm Site Type Multi-Family Residential Primary SIC Code 1522-General Contractors-Residential Buildings Other Than Single-Family 12/21/2023 9:04:20 AM Page 3 of7 Primary NAICS Code 236116-New Mutu fami ly Housi ng Construction (except For-Sale Builders) Project Information Brief Description of activity(s): clearing for construction of multi family housing. Total Facility/Site Area (acres) 2.38 Total Disturbed Area (acres) 2 .38 Antic ipated Commencement Date 0 1/0112024 Anticipated Completion Date 0 1/0112025 Will flocculants or other chemical stabilization products be used on site? No Are there any su rface w aters within 25 feet of your project~s land disturb ances? No Is this facility/site a part of a subdivision and/or common plan of development or sale? No Inspection Status Was this facility/site inspected and foun d to be either under construction or in operation p rior to a NP DES permit application being submitted to the Department? No Priority Construction Site Is this a Priority Construction Site as d efined by Part Vofthe construction stonnwater general permit? If yes, please attach a copy of the CBMPP that meets or exceeds the requ irements of the construction stonmwater general permit No Outfalls (1 of 1) Outfall: OF001 Please click below if this outfall was entered in error or no longer exists or required: NONE PROVOED Feature Type Outfa ll Outfall• Point where the discharge leaves the site and will be identified by the system with a prefix of "OF" (i .e . OF001 , OF002, etc.) Outfall Identifier OF001 Topo Map Identifier.Provide the point label from the topo map that correlates to the Outfall Point above. OF 001 Location of Outfall 30.515518143228437,-87 .8955746685855 Receiving Water(s) 12/21/2023 9 :04:20 AM Page 4 of7 RECEIVING WATER($) ID Receiving UT Strm MS4 Water Sewer 1 Tatumville NONE NONE NONE Gully PROVIDED PROVIDED PROVIDED WATER USE CLASSIFICATION DESCRIPTIONS: A&I -Agricultural and Industrial Water Supply F& W -Fish and Wildlife LWF -Limited Warrnwater Fishery PWS -Public Water S upply SH -Shell Harvesting S -Swimming and Other Whole Body Contact Sports Topographic Map Submittal Topographic Map I Quad .pdf-10/10/2023 01:19 PM Comment NONE PROVIDED A&J NONE PROVIDED Qualified Credentialed Professional (QCP) Certification QCP Designation Certified Professional in Erosion and Sediment Control (CPESC) Registration I Certification Number 9868 Qualified Credentialed Professional P refix Mr. First Name Middle Name Last Name Brandon NONE PROVIDED Smirh Title Environmental Scienb"st Organization Name Goodv.yn Mills CaVIDOd LLC Phone Type Number Business 2514604006 Email brandon.smith@gmcnetv.-ork.com Address 11 N Water St #1 5250 Mobile, AL 36602 Extension Duly Authorized Representative (DAR) F&W LWF PWS SH s NONE NONE NONE NONE X PROVIDED PROVIDED PROVIDED PROVIDED Pursuant to ADEM Administrative Code Rule 335-6-6-.09 (1 ), this NOi must be signed by a responsible official, as indicated below: (a) n the case of a corporation, by a principal executive officer of at least the level of vice president, or a manager assigned or delegated in accordance with corporate procedures, with such delegation submitted in writing if required by the Department, who is responsible for manufacturing, production, or operating facilities and is authorized to make management decisions which govern the operation of the regulated facility; (b) In the case of a partnership, by a general partner; (c) In the case of a sole proprietorship, by the proprietor; or (d) In the case of a municipal. state, federal. or other publi c entity by either a principal executive officer. or ranking elected official. ADEM Administrative Code Rule 335-6-.09(2): All reports required by permits and other information requested by the Department shall be signed by a person described in paragraph 335-6- 6-.09(1) or by a d u y authorized representative of that person. A person is a duy authorized representative only it (a) The authorization is made in writing by a person described in paragraph 335-6-6-.09(1 ); 12/21/2023 9:04:20 AM Page 5 of7 (b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity and: (c) The written authorization is submitted to the Department. Will a duly authorized representative be submitting this N Oi ? No Attachments Date Attachment Name C ontext Confidential? 10/10/20231:19 PM Quad.pdf Attacrment No Status History User Processing Status 10/10/2023 9:22:41 AM Ashlyn Walmsley D raft 11/16/2023 8:03:36 AM Ashlyn Walmsley Signing 12/18/2023 10:40:55 AM Ashlyn Walmsley Draft 12/18/2023 10:41 :48 AM Ashlyn Walmsley S igning 12/20/2023 8:32:41 AM Ashlyn Walmsley D raft 12/20/2023 8:32:52 AM Ashlyn Walmsley Signing 12/21/2023 9:04:20 AM U ser Ashlyn Walmsley Page 6 of7 Agreements and Signature(s) SUBMISSION AGRE EMENTS I am the owner of the account used to perform the electronic submission and signature. I have the authority to submit the data on behatf of the facility I am representing. I agree that providing the account credentials to sign the submission document constiMes an electronic signature equivalent to my written signature . ~ I have reviewed the electronic form being submitted in its enti rety, and agree to the validity and accuracy of the information contained within it to the best of my knowledge . .0.C.e. ♦I certify under penalty of lawthat a comprehensive Construction Best Management Practices Plan (CBMPP) for the prevention and minimization of all sources of pollution in stormW:Jter and authorized related process 11BsteW:1ter runoff has been prepared under my supervision for this site/activity, and associated regulated areas/activities. The CBMPP meets the requirements of this permit and if property implemented and maintained by the operator, discharges of pollutants in storm11Bter runoff can reasonably be expected to be effectively minimized to the maximum extent practicable according to the requirements of ADEM Administrative Code Chapter 335-6- 6-.23 and this Permit. The CBMPP describes the erosion and sediment oonlrol measures that must be fully implemented and regularly maintained as needed at the permitted site in accordance wth sound sediment and erosion control practices to ensure the protection of v.eter quality.• Signed By Brandon Smith on 12/20/2023 al 8:37 AM Responsible Official "I certify under penalty of Jaw that this document and all attachments 11ere prepared under my direction or supervision in accordance wth a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons 'Aho manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowedge and belief, true, accurate, and complete. I am aoore that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowng violations.♦ 12/21/2023 9:04:20 AM Page 7 of7 City of Fairhope Planning Commission March 4, 2024 SD 24.06 -Montrose Preserve Phase 1 Prolect Name: Montrose Prese rve Ph ase 1 Site Data: 8 .94 acres Proiect T11ne: 3 -Lot Maio r Subdivisi o n Juris diction: Fai rhope Pl ann i ng Jurisdi ction Zonlna District: PUD PPIN Number: 75979 General Location: West side of Greeno Road and So uth of Si b l ey St reet Survevor of Record: Dewberry Enaineer of Record: Dewberry Owner I Develooer: Tommy Thomasson et al School District: Fa irhope Elementary School Fa i rhope Midd le an d Hi gh Schools Recommendation: Aoi:i roved w/ Conditions Preoared bv: M iche lle Melton c::J Corporat e Limit D Parcel Zoning District PUD R-1 Pnge 5 o f 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Applicat i on Type: D Village Subdivision i:gj Preliminary Plat 181 M inor Subdivision D Informal (No Fee) 0 Final Plat D Multiple Occupancy Project Attachments: D Articles of Incorporation or List all associated investors Date of Application: _1_12_2_12_02_4 _____ _ Property Owner/ Leaseholder Information Name of Property Owner: Tommy Thomasson et al Phon e Number: Address of Property Owner: _P_.o_._B_o_x _12_3_4 ________________ _ City: Mobi le State: AL Zip: 36633 Proposed Subdivis i on Name: Mon trose Preserve PUD Ph . 1 N o. Acres in Plat _s_.9_4 ________ No. Lots/Units: _3 _______ _ Parcel No: 05-43-09-32-0-000-osa.ooo Curr ent Zoning: _P_u_o ______ _ Authorized Age nt Information Pl.cl must ~e s,gi,ed by t:be propcnyowne.r b"foreecci:,ptartcc by th.o City of l"rurhope Name of Authorized Agent: Dewberry Phone Number: 251 .929.98D1 Address: 25353 Friendship Rd City: Daphne State: AL Zip: _3_65_2_6 __ _ Contact Person: Emily Philips or Cathy Barnette Survey or/Engineer Information 251 .929.9801 Name of Firm: Dewberry Phone Number: 251 .316.6013 Address: 25353 Friendship Rd Ci ty: Daphne State: AL Zip: _3_65_2_6 __ _ Contact Person: Cathy Barnette/Emily Phillips Plat Fee Calculation: Reference: Ordinance 12 6 9 Signatures: I certify that I am the prop!!rty owner/leaseholder of the above described property and he.reby submit this p lat to the City for review. •If property is owned b y Fairhope Single Tax Corp. an authorized Single Tax representative shall. sign this application. To mmy Thomasson J~- Property Owner/Leaseholder Printed Name Si~e 12/21/2023 D ate Fairhope Single Tax Corp. (If Applicable) Site Data Table S.ITE DA TA DEVELOP MEi... T SUMMARY TOTAL ACREA GE B.94 AC~ES ZOI\ING. PuD TOTAL LOTS: 3 AVERAG E IND IVIDU AL LOT SI7 E= 7 .79 ACR ES LON ED · P.U.'J. FAIRHOP E Comments: Utilities o Water -Daphne Uti lities will prov ide Water. See letter from Daphne Utilities in packet for details. o Sewer-Phase I will have septic tanks that shall be approved by Alabama Department of Public Health. Applications in packet. o Electricity -Provided by Riviera Utilities. o Communications-Provided by AT&T. Traffic o A traffic study is not warranted for this Pha se per letter from Dewberry dated January 22, 2024. Site and Drainage o The ex ist i ng site is comprised of undeveloped woodlands w ith Sandy Clay soils. Top ograp hy has gentle slope from the north and increas i ng along the most southern lot. A Drainage Narrative and Calculations deve loped by De wberry concluded that: Trible /; Torof Pro-DevF-IOJJW<ilil Flow vs Total Pos:f-Develof]ffoent Flaw In CUbJC /EHi ret soc.and Phase 1 Q Tot.al -POST 1S.25 20.82 24.39 2 7.16 Fron1 our cal culations. it has been determi ned lnal !he im))!l ct from ttie developmeo1 to the ruooff volu me for lhe watershed is r\egllg lbla ano It Is our opini on thal attenuatlo(l 0 1 the rurioff ls not necessary. • Figure 2: Table 1 on page 2 of the Drainage Narrative and Calculations. Landscaping o There is not intended landscaping in this Phase. An in ventory of trees w ith DBH of 20 i nches or more in the ROW and easements has been provided along w ith a tree protection p l an for trees that are to remain. The 3rd Street ROW is cur rent ly under the jurisdiction of Ba ldwin County; thus, the Tree Ordinance (No. 1444) is not applicable until the County vacates and the City accepts said ROW. Sidewalks 2 o No sidewalks are being installed i n this phase; however, there is a proposed 20 ft utility and pedestrian easement along 3 rd Street. SD 24.06 Montrose Preserve PUD Phase 1-March 4, 2024 Recommendation: Staff r ecommends Case: SD 24.06 Montrose Preserve PU D Phase I Prelimina ry Plat be Approved with the following conditions: 3 o Please add "Pedestrian" to the "20 ft Uti lity Easement" notations on the Boundary Su r vey and Plat. o Need update on the request to Baldwin County to vacate the 3 rd Street ROW and the City accepting said ROW prior to Final Plat submission. o Any outside agency permits (ALDO T, Baldwin County, AD EM, etc.) requi red sha l l be obtained prior to submission of building permits. SD 24.06 Mont rose Preserve PUD Phase 1-March 4, 2024 \ I " I "' \ <- r;JuPmc Sc.tu --.n Ul-'(f .,, i ~ k-.-LJ.-.,~ lln:.t owa,s/Di:VELoPER, 81.d?CESS A THOMASSOU. JR, 11'69 SCENfC 1-/JCH'IYAY 98 FA/RHOPC.. N.. J6,J2 PIJ«:EL /lif: 05-4J......09-J2-0 -~8.000 05-4.J-c9-J2-0-000-059.()()t) 05 -4.J-09-.12-0 -000-064. 000 05-4.J-()9-J2-0-ooc-06&. 000 o,-4J-M-o -o -ooo-02J.ooo UTl..llY PROYIOERS: WATER:SERYICE ONJHtE UTUTlES SEWB;.SBMCE: SEPTICTANCS El..EC'JRIC SERIIICe RMERAUTIUTIES TEL.EPH:>NE SERVICE:AT&T l.£COJO; VICIN1TYMAP 1 •=-1MILf = IJEWBlRfiY 2~J fRiEN!JSfflP RO, DAPH,V(, AL J6526 YICrol\' l.. GERM,.MN. Pt.S AJ. LJC. NO. J8•7J 251 -112'9-9803 ill -or---.fi&m~A"f f r.llmO 0 ,-(',IF\l'BD RE]jl,R F/l!JN!J D = ~~ ll@i'OW::~r ~&..W 0 -CRJMPi"O"!RO,.l>l"'FAA'() I() -WONRE.11,1,;f FQJMl' -::i, =t.i:nurri'GI.J!. ~ -Q.lr\Wi'i" 8 -llft,;.,.AUS F1 1,-r, -Ol'EJV-"'"....A!1PDIIERI.J>JE. V !-1 -&,I.S£ FtoOO £!.£YJ.i.'QN LJ,1,\£ ("l ffii.1'} -1,.i -IJ -V -lw --£JflS11W;iii',1£/?~SCA,•,..--pf,;();J e,..._i.f. tJr~s &r w.P -'w -W --~lli,t'l'EJ;'L\"£ ~ -= ~t lJ,li FLOOD CERT/.FICA re: JH:S --,FE-ffl' l..£S ¥>ml!'< WlE Y 4--0 201;£ 0.1£' ~E FUICO [LEY41IO>I ::::~riEDJ a.s ~ f"ilml lHI: FEEJl<.L E\OG81CY" -caerr ACE»..~ F\.00~ ti!'.IJli:.w!E /UTE ~ CF ;S.<;ID•~ ClOl.l(IY. ~~ w,-. M.,M;;fjll f.11~. CtWlill.l'®' ~UOER c•~ ~4)1:1.. NL~ER G~ !Um ~ ..... lf41' <;_e,irsm (l.flT!: APR.L H, 2019, .>,t,ll 1/1111' ,._"19£a-0lllO.3e0642',I,, CCt,11,llJl<IT't" "IUl,IE€R ~•!:,,J'IH', fl~O. 1111•,.BER M t $l.1Fn:< o,1, ~ ~BIISEO ,\l,TE -"'"<It 1$. ~1 1/; LEG,'.! DESOPlPOON: $!;41E ClF '-v,1:.!,4Wi IIDJNTY ar Bol!l"'1"' u:n-.;2 ~ l -l.1f' !ll.00( Ot-E t:F nu vl..U(;E or "'~•~ PC:I _6 Fu.T ~[-cf' ilttr',JQJ[O ,.. O[[,) eoo~ "E', p,&,g[ •e, or lH[ j;![(OQIE CF lH[ ,uQC[ C\,. F"<mp~T'E OF R,l,LJ~IN OOLIN'!r ~•- •"" etoct ,& u nt:: vt.u,C:E or i#twlfl(:,$£ ,s-PEIi' ,. -c.u,r 1HE),£(;f RE(:OlfCEQ I~ I.UlJ {l,-,(;111 "E"" ~ ,e-e. t F Tl£ !<EM,~ <;F n£ Jl.tlai:Cf'"RQSl,T'Et:f'3,1-I.D',liN ,C:OONTY, ~ ""' •U.. -n-i•1 +'•"1 !.f l'l.J¥:I,: 1~ ar-n-iE ~ILL•!:£ t:!f Mi:!~E 4't ~ ~ =~~k~~f.J~~ J~ ~%F -~',?f ~+f ~~ •. L\1N'C" 'l'IEST Cf" \I :S. H ~·hll"•Y 18. "'0~ P~ll-110..l>-':L'< OE.,j:~IEEI! ~5 FOLL')-1,'5: OEC~l)A, -~1 ,. Ot;C ltK:H l'nllRED HOh r>r •E :..1 Tl1E t,1('11fltlt[S"( GmlEP. or ROCI,. Pt CF n£ \1W.tE Cf' ~E 45 ~ i., "'I.J..T lHEREOF 6EOOR!l£D " :IEED eoa< "'E". ;>,&.,;;E J,!i! OF THE <;;EX:013:15 OF -n-i[ .JJOOE (If NIPJl;T'E (lf ~N Olt.lllTt, ~~, /'4'10 ~Ll.,. 1H[1~[ SO..ml 1, G~Ell 10 ,;I~ Z.1 !:~4lS-[ASJ'_ "1..!:Ni;;: lH[ WETS WACO; CF St.Cl BLOC::K I g (u.o lH[ EAST WAQN ar J"'(I ~LL TH~T :.A_,'i'f CF EL!lC!t: iKI OF" THE •11.LJ.!:E CF 1¥0+;JROC...E "'8. ~ ~ f l,\T TI-4E~EOF ~~El'} I~ OCE!l S{ltA( T" FA(:E ,!,8,t OF lHE RE..:Olm'S Cf" -n-iE '-'IX:E t'lr J:lii\004T'E (lf ~1t• OOlit<l'--."LAD"lt~ L'11'41! WEST QF u,5.. HGHIQV _se. . .., ~LL THl T F6fff (F 6U:Ct: ~I 0 ,. THE ,11.U,c.E C:F 1¥0f,TJi:CeE W. F£i.. ·i r,,L,>1 Tl1E~E0f ~~,Ef,i I~ ClE[I) i D(:t(. "E" f'N.::E 3"111 Cf -n-iE ~[CO',I~ C... THE ~t)'JE (IF" ~il'T'E OF lll'l..1-.t tl O'll1f\,Tf .~•. L~l •t!i '/jts'T J U.~ Hr.HIii'~'/ !JI!. ,.., AU. -n-i"-T iii-Rf (f ~L;,Ct, -n Cir -n-iE "1U. .. r,E (°!f l,IOt,'fRl.."SE "'-" f.f],, ~ C:-1.AT Tl1[qfl;f ~~JEi) I~ OE!:I> doct T' AA:;f Jiilil (If -n-iE i.ECDi'tb's-CF THE JJOOE OF" ~.,,.,....,:TE OF ~11' P::UlfTV. ~9).,.4, t.:,1,l,'. d::ST U U,!o" lff.HIIIA,"Y SIS. ... AAiOO... Ot;E• fqOM lHE SOU'IHE.idr (;Oil~-or .:;c.,'n~ :)i. T(i..,i!)-HJ) !) ~OtJTH '<Wt.:E ,a. oST, lillJ!j tm".D/"~,)'\11, 1:ioooo fEEI". THE'<t E R\Jf< hlll!!M'Jt'it, -ffiG,U rur 1v ... '! t'~ "'' QN TH,C l'IE::.t ~~~~;'~ ~E"f~~~{ ~.tO .. 1JR~~ ~ 0s~ o1EJ~ ~~~L~l~/~rsro ~~~~fl.~~~~ ~&l;f)L., lik1t.>JWE',IT" M',R)'EJl P T ~Tl,Tl..'t,I +6,+H-JS, n-ErlCE 111./t,I ><(11".l4'~"W .iu,&t. !"[IT ro M I,~ "'h 0"' ::.,i.U IIM •rT~-..... ~-lH,[>iC[ l't>Jtt s?G"~o.-0,'1t. 11Y.,$ H , FEET" m J. oo~/IEJE w(ll,,vwo,r a:i.T TI-4E M:mHUST C:O<;t.D, !]F THE ~'t FOFIEES CIW,/T s r-mo-. 1 T'Qf"~lr ,; $CUTl1, ~ 2 E,:,ST· lH[t,(:E ~" 5 1e•w·~1:. l~ ,1 Fm ro.., COtlel!EJE: ~~C,'f'T, n-e.ei:: l\l.lM Sl!l!!'l,f11"E, ec:e!IO fEEl"lO I>, C:(lil\CC:ElE ~~EM, nelCE IWM S!!'JO'll'E, 1l.l9 f'EET TQ 1HE -c:IHT GF EJE<ill.filt,.'C, l'-!£t.L O.,'NT:J>.l>l;l11J1~fS. (~M~ ~"'<lGEll ~ I"~-~ ~RO°S ~-.o ~•, .1CTl..l&L F1ElD 5ll~-;~- MONTROSE PRESERVE PUD CONCEPTUAL DRAINNJE AND UTRilY PIAN fl!IIIWARY 21. D4 -IIIIEl!T I CF I I Dewberry' C.0-~~~,1~ SI TE DATA DEVEi QPMENT SlJM',AARY TOTAL ACREAGE: 8.94 ACRES ZONING : PUD TOTAL LOTS: 3 AVE:.RAC~ INDIVIDUAL LOT SIZE:= 2.79 ACRE:$ ZONED: P.U.D. FAIRHOPE SETBACKS FRONT. 40 FEET 0,',.CK: ;5 FEET SIDES: ta FEET CORNER: 20 FEET UNLESS. OTH ERWISE NOTED UTILITY PRQ "1DERS: ELECTRIC: RIVIERA UTILITIES WAlER: DAPHNE UTl UTIES SEVI ER: SEPTIC TANKS GAS: CIIY OF FAIRHOP E TELEPHON E: ,.T&T S tJRVFYGR /ENGINEER D EWB ERRY 25353 FRIENDSHIP ROAD. DAPH N E, AL V IC TOR L. G ERMAIN, P L S LIC. NO. 38473 J ASON N . ESTES, P E U C . NO. 22714 QWN f R /DFVFI QP f R BURGESS A . 11-IOMASSON. JR. P ARCEL NO. 05-43-09-32-0-000-058.0DO C1 6745,4 9 ' 31 1,21' 3 11.18' C2 6263.05 I 02. 76 512'06 52 E 102.76 CJ 6534.60 209.38 S10'48 24 E 209.38 LOT 1 122506 SF 2.81 AC '--,, FFE= 106.00' ------ CERT/FICA TE OF APPROVAL BY DAPHNE UTILITIES: (WATER) THE UNOffiSIGNfD, AS AUlHORIZED BY 0,1\PHNE UTILITIES HEREBY APPROVES THE \IIHlllN PU T FOR lHE: RE:-COROING OF SAME: IN THE: PROBATE: om cE: CF BALDWIN COUNTY'. ALABA.MA.. 1HIS __ DAY OF _________ 20 __ AUTH~IZED REPRESEN TAll,_,E CERT/FICA TE OF APPROVAL BY RIVIERA UTILITIES: (ELECTRIC) lHE UNOERSICNEO. ,-:s ""l!THORIZED 8Y Rlv!ERA UTlLlll~ HEREBY APF'RQV[$ Tl-IE 'tdTHJ N PLAT f'OR THE RECORDING CF SAME IN THE PR-Q8ATE OFFICE Of BALD\111N COUNTY, ALASAl.4A, ™IS __ DAY OF -----'°-- AUlHORIZEO REPR£SENTATIVE: CERTIFICATE OF APPROVAL BY TELEPHONE (AT&T}: THE UNDERSICNEO, AS AUTH a:;:JZED Br A.T&T HEREBY APPROVES THE WITHIN Pt.AT FOR THE RECOROlNC CF SAME IN THE PROOATE OFFICE OF BALDYl1N COUN TY, ALABANA, THIS O"Y CY _________ 20 __ . AUlHORIZED REPRESENT,.Tlv£ CERTIFICA TE OF APPROVAL BY THE CITY OF FAIRHOPE:(GAS) Tl-IE: UNDERSIGNED, AS AU1HORIZ£0 BY THE: CITY OF FAIRHOPE HEREBY APPROVES THE: IIIITHI N Pl.AT FOR lHE RECOROING OF SAME IN lHE PROBATE o m c E Cf'" 0 .ALOWIN COUNTY, ALABAMA. 1'115 __ 0.AY Of' _________ 2"--. A.\JTHORIZED REPRESENTAn VE CERT/FICA TE OF APPROVAL BY BALDWIN COUNTY HEAL TH DEPARTMENT: m,ERr J~~,.,fil]~ isl.A~~ETH~f~~ ~g /~~R'~;L P~r°~1[t~cci!M1:A~~~l ~\~TY LHD. SEWAGE SY'Sm.t (OSS). THE APPROPR1A~E:SS Of' A LOT f'~ WASTEWATER (SEWAGE) TREIONENT AMO DISPOSAL SHAU.. BE OETERMIKEO 't!HEN ~ APPU CA TION IS SUBMITTED. If' PERMITT&I, THE LOT APPROVAL MAY CONTAIN CERTAIN CONDITIONS YiHICH RESTRICT THE USE Cf'" TllE LOT OR 00:LIGATE O'M\IERS TO SPECIAL MAINlENANCE ANO REPORTING REOIJIREMENTS, ANO Tl-iE"iE >,~ '"Dt,1 FllE \tillli THE SAID HEALTll OEP-'RTMENT AND ARE MADE A PART OF THIS PU.T AS IF SEl tlUT H~E 011, SIGNED THIS Tl1E __ DAY Cf'" _____ 20_ ENVIROOMENTAU ST c;J -•• ~ 4• CCJNCl?m ltlOfflN[Nr FOUNU 0 = MEBA.R FOUND (I.I) : ME.A.SliM.O B£AP.ING AND {JfSTA/.ICE (R) -Rf.CORDED BEMIINC AND ~STAWC~ R0.9. = POINT OF B£GINNWG R/1,t' = Rlellr OF WAY ""Cl.; = POit.£:r? PU..E / SeRl,JC£ POLE ~ ::::CUYtlil~ ~ = Fl.USHINC-/ F1l?C HYDl?,4JJT f2B = WA 1ER AKTfR N 11' B P1fOPER'TY IS La:;.t 1ED IN 5£CT10N .lZ n:JlflVSHfP S SW1H.. RANCE 2 EAST. 81-,LDMN CMTY, 1'1LA8AMA._ ¢: = L/Gttr POI.E • -UTILJTY MARKER SHEET SIZE (24"X36") GENERAL NO TES: • = PINE 71/EE e = OAX ,.,,. -Of --= 0'19?1-1£AD PO~~ LINE -v-v,---v-. :::-'ffl££ I.me P,/10 -PUIW/11£0 UNIT 0£vELOPll£NT /i:-f = l.tfrt' OENSHY SINGtE-F'IJl/1..'f {f"AIRHQPC.) W -J -P()NT Of 8£.&NNINC l 1'~ -;:IMSrl;El> Fl..OOR £1.£\IA TICN CERT/FICA TE OF O'MJERSHIP I, ____________ AS ~0PRIETOR(S1, H°'\'£ CAIJ~ ll-lE LAHD EMBIU,t:BD 11" THE 'MTHJN ·PLAT TO 3 E :SUR\IE't'El}, LAIO OUT AND Fi'L.A TTcb TO BE: kNOl'N i'.5 MOHTRD5E P~ESrnYE Pll~ PHi".~E ONE, ~ P-'RT OF SE:CilGN ,U, mwtf5HIP ~ 30..Jnl. RANCE :1 E;,.ST, B"I.JJWtN COU~TY. ,-,ViD/IM .... MD THAT THE EASEMENT'.i AS 5HOl'IN Q\I S AJO PLL.T ARE HEJHBV DE!1,10,"1'ED T(} THE USE CF TllE n1mu e. O'MIIE.lt' SIJ~CESS A. THOl.4A$SON, Ji IT.'> ________ _ CERT/FICA TE OF NOTARY PUBLIC $TA TE Ct ALJ.B-'~"- COIJNl'Y Of" 8AL0"1N I A Mf)TARY ?l.JaLIC.: I~ _.t,N"O ,FOR lHE CO!.:L,"IT'f Cf'" ------~-IN lHE STAre 0 f .t,L,1.8AMA 00 CERllFY> THAT IIIH05E NAME(S) IS (A~E} SIJaSCRl8E"D TO THE CEPTI AC,6.TION OF O~ERSHIP J,r,.o DEOIGATlOO, APPEAR$) eErORE ~GN~ri~ ~~ r~~~l~~f'~~'f ,W~To ~¥i!r~~6.J' I\N.D ACKNO\\UDGC THA.T HE:/SME (Jl-lEV) Sl~£0, ~EO AJ.3D Otu'-£RED S!lrl INSWJJl.!Et¥T AT HIS/HER (THEIR) fqEE AN'O VOUJ,-ITAQY "-CT FOR THE \J~ ANn PLIRPOSES lli~EIN SET FOfmi, Glvt:N UHOE~ MY HANO ,'NO NOTARI ._l SEAL THIL__ DAV ~'------~ 10- I. THERE IS DEDICATED HEREWlllt A l ei FOOT DRAINAGE di: UTILITY EASEMENT ON ALL O:TERN.Al BOUNDARY LINES. 2-THERE IS DEDICATED HEREW1Tl1 A 15 FOOT DRAINAGE Al: UTILI TY EASEMEN T ON All. INTERIOR LOT LINES (7.5 FOOT ON ElTHER SIDE). l. ACCESS TO LOTS 1, 2 ANO J SHALL BE FROM JRO STREIT. 4. ITT FOR EACH LOT SHOWN HEREON SH,.LL 8E A MINIMUM Cf" 15 INCHES ABOVE GRADE. 5. All ROADS 10 BE PRIVATELY MM NTAINED. I"°'= IC FH.T r.::1=L ' I ,. ~,, L...:. FLOOD CER T/FICA TE VIC/NrrY MAP ,• -I MIIL lltlS PilCOf't:IHY LJE'5 WITHIN ZONE "'X" (oNSHADED) .t,S ~,lt,l.ED Fili:O"il ll'IE FEb Ef(AL ~~~C'Y "4Al+Ali0.CENT A.Cate'fS FLOOO INSUR.&NCE RATE "'A? OF 1:!,6,LOWlf4 COL,,tilY ~LJ.DA)-1'-. M,.t,p ~Uli4BER fllOOJCOOJ-41.4, COMt.lU~ITY ,,,i.l.,ij,!DaS llt!iOOQ. 010~ AI\O l"IYOOQO, F.',..NEl.. MUMS~ ()534 SUFAX .__1 MAP REVISED llATE ,&IMklL U11 W,'ili, SURVEYOR 'S NOTES 1 ~~~~~~R~~~~~(ij *ll&:E~~l}t~s~ 1 ~D ~~~~-iNA'$, ~ 0 1Hffi l"'-SlR~ENTS ~ICH OOI.JW AFFECT THE B9l}HtlAR1ES L;f" 9'10 FIR(jl'EITTIES ), 111E LIN ES REi?R~OITING THE tt:Nlml1~ 4NO RIQ:1T-tlf'-'rf,\Y'S ~ llfE STREETS ARE SHO\IIN rm VISUAL F'URP05ES O<ILY MC IAOiE NOT SIJ/1',E'l'ED Ul'lllESSiU;iHT-Of-WAY MCN\lt.l;ENTATIOH IS ALSO Sl-lO~. 4, 13,4SIS CF BEAR;INCS F~ THIS SURVEY ARE BASEi) !JP~ STA TE PLANE Qiillll ~INATES, Al.A8""6" WEST Z~E (N:,...0t0'!3), .:,, TltE EUVATl~S SH(I~ HEREOti ARE BJ,Sttl ON NAW ~a (GECII015). S:Cf,;,r ELEVATIClN5 SHO\IIN AAE IJASB:1 UPOM Dt:WBERRV FIELD 1.DO,TEO DATA 6 . AU. GAS OB~\IATICNS ~au: TAKEN IJSlNG REAL TIME ~1NEMA1TC CPS, 7 SI.Jn"\IE'I' WAS Cc»ID1JCT@ ~ OE(t'.WB(R ~t. 202~ ANO JS RECOl,_CE[) IN FIELO eoor- a. i!fb~1~~H:rw~Nro~<;~.fl1 flA(.E 4 r\ND IN AN ELECl RQNIC DATA FILE, 9. AU. ffON-L.AEEl.ED PF!OPERTY UHES ARE f'OR INFORf,,i,A TICNAL P\J,iPOS£5 Cflll Y AHO AltE NOT IN DI_RECT REL.JiTI□i,. TO IBE SUBJECT PARc.EL 10. IBERE WAS NO A.mt.CRT TC om twlt.E THE f >!l,STENCE, l.O(l~TI O~. OR [.XTOIT OF A/,JY SUO--S\JRFA.CE FEAlURES. li, SOro!E litOHT-OF-WtrS -SHQ~~ MtE NOT IN USE 12. ~E RECCftD l ~lFORhl,'.TlQN SHQ'Wt+ IN CiEEO BO()II. .E._ P.a.GE .lM IS ILL.Etl9 LE ,.NI> CAN NOT Bf DEPICTED ON THIS J:IL,l,T. u . WATER U/IIE OISPLA"'l'EO WAS □l~!nZEtl FROM tlTT OF 0 APHNE n1s 1"4f'OIUlATIOrt, SURVEYOR 'S CERT/FICA TE .STATE OF ,J,.AijAl,i,l 00\llffY Of e"LO~ff AU. lH,6,T PART Of' BLOC!( 2:2., LYING "£ST Of' U ,S, HIC41WAY 9B, Of'" Tl1E TO\IIN CF MOtf~OSE, ~ 5 HO\'iN IN MAP CR Pl-'T Tlif:REOF F:ECOR-OEil II~ DEED SOCM ~EM, PAGE lfU! OF Tl-IE' ~rooqos OF Ti-IE JUOCE CiF PROO.ATE' OF ltAUJWtf OO~TY. Al.At:u.~,._ LANns ~ORE P,'Rl)C:ULARLY DESQ51l6ED AS FCU.OW'S1 BECllfNltm Ai A ~~ INC:H CA'PPEO R&lA'R f'OIJHD (DE~E'R~Y CA-HOO-LS) AT JHE, INID(_SECnCN Of THE WE~I RIGl:H-OF-WAY OF US. HltHW.t.Y 9·e, {klCHT-OF-WAV VARIES} AHO lH.E NOit.TH RICHT-Of'-IYAY Cf'" CHAl?U}.tl ST1i.EEl (65 FEET RIGHT-Cf-WAY); THENCE RUN ~7A'49'1o~w. Al...!)NO-5;,JD /,,IQl;'Tl-l RIGl-ll-OF-WAY, ti OIS.T4NCE ~ 604.82 F£ET, TO II 4M>;4• COUCRETE I.IONIJMENT FOLmO, oN THE E,i.U RICHT-OF-WA'r' OF 3RD S~EET (66 FEET RIGHT-OF-WA"), S ,'lr) POI/Ill ALSO 'SEJNC THE SOU T1-1!1.£ST COONE~ OF at.OCI< '22, ~ SHWl lti MAP Off J>U.T lHEREOr A'ECO!tDED fN DEED eOOK ·E". f"ACE JM; THE~ Rllff Nl5'12'"48~'W. ALONI.! SNO EAST ~JGHT-Of -W .... T , A CMS:TANCE Cf" 6 26,~4 FEET~ TO A 4~X4~ cc«~ElE M~UMENT FOOND, ON Tl-IE SOUTl-l RIGHT-OF-vi'A'I' OF ADAMS STREET (66 FE'El RH'lHl-OF-WAY)~ ~10 P<llNT A.LSO BElNU THE ,._~THWEST CORNER Cf' OLOCK 22i lH_ENCE I.UN frt7 "-'4i'I.YE, AUll+G ~AID SOUTH Rl t.HT-Of-WAV, A l.lLSTAHt:E rF &26.7!: FEET. TO A -n, .. ~ COMcRE:ll: ~ONUMOir FOU'NO, ~ Tl1E "'EST AICHT-Of'-WAY Of" U.S. HIGHW-'Y Ba (R,ICiHT-Of'-WAV VAR.JES): THWCE ITUH SH1'07'51~E.. ~~ 5AID l'IIEST lllGHT-Of'-\'-AY, A DISUNt:E o i:-Jt5.1!7 Ft£T, r o A RAILRO.AO SPll<E F'"OUNO; Tl-lEN(:i; CC.-.TIMUE "l tfltQ SAIi) "'Bl" RICHT-OF-W,"1 ANO ALONG A OJR\1£ Tl) "THE 'RIGHT, H.t;.Vft,,IC A RAOIUS OF 6745.49 FEIT, AN ARC \.ENClH OF :m.21 FEET. (CHORD BEA.RS S ll'15'24-~ E, f'OR A CHORO OI STII.NCE Of' 311.18 f'EET) 10 THE POINT Cf'" 8 Et1NNINC. SAID PARCEL CONTAINING 8.94 ACRES. MORE OR l.fSS. ANO IS LYING JN ANO BEING A PART Of' SECTI ON 32, TO'ANSHIP 5 SOUTH, RAKGE 2 EAST, BAlD~lN COUNTY, ALASAM._ (OESCRIPTICH COMPOSED FROl.4 FIElD SIJR'yC'( AND PR08A TE RECORDS. 8Al..()'MN COUNTY, ALABAMA) SUR'\IEYOR ~~~~--------Al.ASAM,. LICENSE # 38473 CERT/FICA TE or APPROVAL BY THE PLANNING COMMISSION or THE CITY OF FAIRHOPE, ALABAMA APPR0'1,E£1 8 Y THE CITY CF FAIRHOPE PL.AKNING COMMISSION. BY APPROVAL OF THIS SUBOl\1SION PL.A T lHE PL.ANNING COMMISSION Cf'" THE CITY OF FAIRHOPE ASSUMES NO RESPOf,ISIBILITY FOR SUR\1£.Y ERRORS OR FOR OEFECTS OR DEFICIE.NOES IN THE Tlll...£ TO THE PRCF'ERTY AFFECTED BY THE PU. T, AND ANY SllCH RESPON'SIBILIT'r' 1$ HEREBY Am RMAllVELY OISCLJliJ~EO. SECRETARY O.TE MONTROSE PRESERVE PUD PHASE ONE CERT/FICA TE or APPROVAL BY THE PLANNING DIRECTOR OF FAIRHOPE, ALA.SAMA THE tJ~CIE~ONEO. AS AiJTHORIZID llY THE cm CF FIJRHQflE PLAl-rNINn. C~~ls.51~ HERE8V AP~0\1£.S THE llilll;IIN RE-PLAT OF TI-IE RECORlllttG OF THE ~A.Wt: 114 lHE Cfflt'I.AL OF lHE Jl.lUGE t..1'° ~C&JiTE a=-B•U>WIN COUNTY, AL.'-5,t,'-I , 13V .t.PPNO\/Al OF Tlt!S ~LAT Tl1 E "LANNlh'C DIREl:TOO Cf' f'.-J RHOPE AS:lJMES NO RES.PQN'SIIJIUTY FO.R SU~VEY ERROR·~ ~ f'OR CcnC'TS Oiii: DEflCIEHCltS IN Tl1E:" Tin£ TO Tl-1E P'flOPrnT"t AFFEOlED SY "THl ::i PU. T ..All/0 AN'( SJOH ~ESPr.flSIOILI TY IS HEREeY .-.m ~"',IITI\-0.. "t r.iSr.t...A~ED. PL.M4WNt l>l~ECTTIR' DESIGN ENl. PRE'lJMINARY-NOf FOR RECORDING FEBRUARY 15. m4 -SHEIIT I OP I BOUNll,\RY SURVEY AND PlAT OF SUBDIVISION N/A DRAWN J.D.G./V.L G. CHl(O \l,L.G. J,N.E. SURVEYOR V.L.G. PROJ MGR J.N.E, • Dewberry" SCALE 1•=60' PRQJ. NO 50166603 FILE 501~~Et:-SE ONE .$Jflll11:Hl$dPIIOAO ~Ai._Jt,$!f. :ISl!il'P~ b.::1!-l,8-'-&9t•s SHEET 1 OF 1 DRAINAGE NARRATIVE AND CALCULATIONS Montrose Preserve Phase 1 JANUARY 22, 2024 I Dewberry· SUBMITTED BY Dewberry Er1g1neers In< 25353 Friem1sh1p Road D°'µli111e, I\L 365213·6278 25 ll'l'f fl71U \,1111,,,,,, ~_.,..,..=,..,: ORIGINAL Table 1: Total Pre-Development Flow vs Total Post-Development Flow in cubic feet per second I Storm Event I 2 year I 5 year I 10 year I 25 year I 50 year j 100 year Q Total-PRE 14.90 17.84 Phase 1 20 .33 23.81 26.52 29.30 Q Tota l -POST 15 .25 18.28 20 ,82 24.39 27.16 30.01 From our calculat,ons it has been determined that the iwpact from the development to the runoff volume for llie watershed is negligible and It is our opinion that attenualion of the runoff rs not necessary . ~ Dewberry· 2 1Page ~at&t December 15, 2023 Jason Estes D ew berry Engineering RE: Service Availabili ty -Montrose Preserve PUD Dear Mr. E stes, AT &T A labama 2155 Old Shell Rd Mobil-,, AL 3 6 607 www.att.com T : 2 5 1.47 1.8 3 61 F: 251.47 1.04 10 w .mlt ch-,ll@att.com This letter is in response to your request for information on the availability of service at the a bove loca tion by AT&T. This lett er acknow ledges tha t the abov e referenced property is located in an area served b y AT&T. Any service arrangements for this location w ill be subject to later disc ussions and a greements between the developer and AT&T. Please be advised that this letter is not a c ommitment by AT &T to prov ide serv ice to thi s lo catio n . Please contact me at the phone number included i n this letter w ith an y question s. T hank y ou for co ntacting AT & T. Sincerely, ~~~ Wa de Mitchel l Professional -OSP Des ign Engineer AT&T Alabama 2 155 Old Shell Rd Mobile, Alabama 36607 Gulf District/ Mobi le Office ~ Pf-Oud Sponsor of the U.S.. 0:}lmplc Team Board of Directors Selena Vaughn , Chairman Tim Patton, V ice Chairman Billy Mayhand, Secretary/Treasurer Mayor Robin LeJeune Councilwoman. Angie Phillips January 23'0 , 2024 Cathy Barne t te, CPESC Associate, Se;1ior Environmental Sdentis! Dewberry 25353 Friendship Road Daphne, AL 36526-6278 DAPHNE UTIL ITIES WATER • NATURAi GI\S I ',EWER GENERAL MA NAGER Scott Polk RE: Montrose Pre serve-Phase One in Fa irhope, AL; Parcel# 05-43-09-32-0-000-059.000, Parcel# 05- 43-09-32-0-000-058,000, PPIN# 75979 Daphne Utilities has reviewed the location for the referenced site. We greatl y appreciate your cooperation t hroughout this process. Please be advised that any modifications or alterations to the approved plan require another review. This review ensures t hat these changes do not adversely affect our utility operations. Daphne Utilities can provide the following services: • Water To facil itate a smooth connection to our facilities, we would like to b ring to your attention the following essential details: Connection Fees: Our Administrative Manager at Daphne Utilities will assess ca pacity fees and aid with construction fees . Before any connection to our faci lities, fees must be paid in fu ll . Contact A lex Godfrey at 251 -626-2628 Inspections: Once all the required fees have been paid , the connecti on process sha ll be coordi nated with Daphne Utilities. to contact us with any inqui (es or concerns. 900 DAPHNE AVENUE · P.O. BOX 2550 • DAPH NE, ALABAMA 36526 • (251) 626-2628 FAX(251) 621-3 052 "YOUR HOMETOWN UTILITY" RIVIERA UTILITIES Emily Phillips Dewberry 25353 Friendship Road Daphne, AL 36526 RE: Montrose Preserve 413 East Lau rel Avenue · Foley, AL 36535 Phone(251)943·5001 12/15/2023 This lette r is to confirm based on the site plan received; Riviera Utilities is will ing and able to provide electric service to a bove referenced property. Riv iera Utilities requires a 10' easement along all side property lines and a 15' easement along all front and rear property lines. Please ensure all property plats reflect t he easements. Upon f inal design, Riviera Util it ies will provide estimates for service fees and system insta l lation requirements to meet all Riviera specifications. Please contact the following Riviera employees concerning costs and requirements. Name Department Email Scott Sl igh Electric ss l igh@rivie rautifi ties.com If you have any questions or comments, contact Riv iera Utilities at 251 -943-5001. Thank you, 9,__v~ Ja mes Wa llace CEP-2 AP PLIC ATI ON FOR A PERMIT TO INSTALL (REPAIR) (A SMALL-FLO\\/ ONSITE SEWAGE DISPOSAL SYSTEM< 1.80 I GPO/ ALABAMA DEPART\,IENT OF PUBLIC Hl:AL T H For 0eparlmeni Lise Only ______ C'ounly Heallh Departmenl ______ l.l ID P~rmit No, _____ Da1e Received _____ Dale Fee Paid ______ f1;1,,; Amuunt _____ R.eceiptNo D New/Reloca1ion D Repair D Tank Replacemem 0 Hold ing Tank. To Be Com plettd and Signed by the Owner/Respo nsib le Person PART A -Central lnrormalion Applicant Nam e. _____ ~B'-"u,,.r.....,,es"'s_,,A"'.,_T~b,,,_om=a=ss=o=n~~J..ul.~~3---r,J,~,,,,.rm,, Daytime Phone QS\1 S<l3-~ Propeny·s -E91 I Address (or directions if address no1 available) From US HWY 98 i n Fairhope. turn on Siblev St. Then left on 3rd. Proper1y is located at the end of 3rd St on the left. Ci1y Fairhope Cou nty AL Email __._..b'--ot._t"--'-'-'l._o_,,3c..._b_(o6.1_3_""-~tJ~\ ·~Co_V'h_ State & Zip. _ _,,3-"'6""53c.e2,.__ Property Size_~2~.8,,__acre(s} or _____ ;q.ft. (excluding easemenl;, flood zones, etc.) Water Source 18] Public O Privaie lf1his pmpe,ty is wirhin 11 Largo-Flow De,elopme111, comple1e the following items: (Xo, .. ·: Th,• d~·,-r:/017,,~,. corr p1YJudc S/1 .. ~ DL·vcfop111,;nr Na,r i1ifann'6tio11 ,-yfqrh•~ 10 1hfJ lvt) Name of Oe,elopment, ________________________________ _ Plat/Phase/Ad dition/Sector ______________ Block __ Lot __ Health Department Site Deve lopment Plan (including CEP -3 Section A Pan 3) has been re,•ie,,ed O Yes D ~o If this system will serve a dwelling(s), comple1e the fo llowing items with the total qu•ntity of each: Dwelling(s) __ l _ Basement(s )_0_ Nllmber of bedroom s 3 Spa/hot t ub(s) 0 Wel ls/potable springs N/A -- (11,is ind,IO&!,._ irrigation ll'i/Js) If this system wil l serve an estnblishment(s). comple1e the following items with the tota I quantity of eacl,: Number of buildings to be affecled by th is project ____ Use of building(s) __________ r,~sraura,11. ,-,w.,1,. school. ,1c.) Number of patrons /day ___ Number of emp lo)'ee, ___ 1'umber of shifts __ _ Estimalcd water usage (design now) _______ gpd nnd/or BOD/fSS. ______ lbs./day PLE ASE READ BEFORE SJGNJW;: lly sign ng thi s application. I am swung that iii., inrb nnation in thts pan is comp lete, true 0"'1 correct: ond that rhe OSS 11,1\ be uutol !l .. '<I ntcording lo tl te design a.1appr0\·t:d by die ADPJ I and will be mainlilintd acoordjng 10 !he mctnufrtc1 urc:-r's recommendmion. the Olh,-~tion and mainienanlt!e plan, and the Permit. I unJc,stlmd lhllt th!.! property named in 1h1s appl 1\.'.011ion,hiill nol bt funher di vickd. or 1h, system thereon modined in any way, \Vlthout approval by 1hc.! ~kallh Da:panmcnt I ocknuwledge th111 the person \\ho installs (r~pairs)and ceniftts this onsite s:yst\'m must~ a bcens:cd installe, or 1nd1vidual \1tho is in comph~ncc ,,·i1h th< provisions oislatt I•"· sp«ifrcally Act 99-57 1 (Code n[Al;, 1975, Title 3-1, Chapter 2 IA , SectJOns l -26), as en0<.iod, and os implem.:ntod_ I do hereby give permrssioo to the h!!.a lth d~i-,'<lft111c-111 ll, cub.:, unt~ ti~ p1up.:11:,,. ~l n .:-~onabic hou~ for ,he purpi.1sr Ofp•ol.'.<:5:sing 01/5 appHca1M>11. lfllrl.i tul.lltl' ,fr$1t'm 11pp/Jcmlo,t 1$ Q,r nn t,rJllll~t rld .f)'s1t11,g 11.~ rlt{111'!d b11 tht rm.du rult.r, 110 i11tt11IJ1tim1 i1uptrti1111 ,rut be m•r(ormtd. Th, Ht>alrt, D,•nnm1lt!t1t d1pe,i,ls mt tlttt Profenir,11,,1 E,1gi11rq to ~asure tltat a,, .fi'Jlt'11, is IIU,nll{d 11cronU11g k' (/l( Sl(hmittetl deyifll aml it in rampll,mrl' wit!, lltt! 111/t s. TIit Htollh Dtpnn11~11t a.\'fumt.f 11p Jiabi/ifi1• Owncr/R~sponsihlc Perso~ -~ Date l't. /fr/ It,;}. Mail ing Addrcs., 1151,1 sc& l l K~_4\'._S _________________ _ Ci ty 'yf,..\(l\,\C)p~ State~~--Zip_2h$''.3'2. CE P-2 312022 CE P-2 APPLICATIOS COI\TI NU ED-SMALL FLOW PART B-Syst•m Plann ing Syslent Des ign O Engineered l:8J Conve n1ional ~ Pim plan drawn 10 sca le anached (see anached in structions-required wi1h al l applications) D Cons1 ruc1 ion Plan altached (s ee anached instructions ) 'f.nglni!ered design sy11~m app lical ions must include a ~onstru<:lion pla.~. A co11S1ruc1io11 plrn, i., not n:qllin:d for, sy,kin i;c11c rafo111 1800 ga llons or bs of ~wog~ (not high strength sl!wngc) a d a~ proposing 10 H!e a corwentio,m) 011:.it~ Sl.'!wage disposal system. App li cation Attac hments : l8) I .cgal Desc ription or Copy of Deed 181 Vic inity Map (if necessary due 10 lac k of add ress or d ifficu lt locat ion) ---------APPLICABLESIGr.ATllRE S BELOW---------------------- FOR CON\'E!';T IONAL SYSTEMS: 18] Eng ineer D Land S urve)•or O Geolog ist D So il Classifier D Pf-lESS Wh ite lu:riName Benjami n Tcnsa w E ngin'eering, LLC Firu, ,\'om~ (c/upplimbld I 5 Bwd Ave '-te. 158 Bay Minette Cnr ..AL.... 36:li0 7 Srm; Zip Cod, (251) 331-1 ill bw hitc@te nsawengi nccring;com Em1.Jil I hereby cen ify 1ha11he in formati on con lained in lh is part o f the application, inc luding all rcla1ed anachrnents. is comp le te, 1ru~, and correct. Signa ture. __ ~_.-.:..~=-4\'-=-",.-----------Dale -=12"'"/.,,_,12=c/=-23~ For opplicab lc profcs.sionuls -AL Rcgistra don No. ---=2'-"6'-'7-'7_,6:__ [8) Lkcm, Pl1010.."0py auoched FOR E'IG INEER DESIG NE D S\"STF.MS : B)· signing below, I acknowledge tha t the Health Department is relyin g upon my pl'oress lonat llcense,juLlgment, and skill to ensure 1ha1 the S)'5tem is install ed according to tb r submitkd design a nd in ac cordance wilh applica ble staiutes, rules, design monuals,nnd product manuals, Firm ,\0111, ((fapp/lmMe/ Sm~er or PO Bo:r cu_r Srar~ I ceni fy tha1 1he design features of the OS S at the address above have been desi£ne<l. speci fied. o r ap proved by me, and con form to design prin ci ples applicable to such projects . In my professional judgment , th is system. wl1e11 properly construclcd, operated, and mainta ined , will achieve 1he establishe d perfo rmance smndards, and comply with applicable statutes of1he State or Alabama and 1he ADPH , Signature: ___________________ Dote _____ _ Reg istration No, ______ 0 LiL'l!nse Pho1ocopy aua.thed PART C -Site Evaluatio n 0 CEP 213 Part C Sile Eva luation Form attached CEP-2 3/2022 CEP-2/3 PART-C SITE EVALUATION DATA Nam~ of ApplicantlEstab li shmenL'De,,e!opmem __________ B_u_r'""g,..e~ss_A_,-T_h_o-m_a_ss_c-m~--------- Loca1ion/Address -----------~;v ... 1,,.0 .. n..,truo,,,s~e~P~c~e=se~c~v~e~P'-'l'"'ID..,_L~o~t-3 ___________ _ I&! Engineer D Land Surveyor 0 Perco lation £,·aluator 0 Soi l r 1a,sifier Method IJ,ed D Geolngist 0 PH ESS (CEP-2 Only) D Unifie d □Mapping D Morphology ,'-ott: AU ptrcola tion results shall bt rc1mrttd. All 1csti11g mcthruls 11nd re sults arc ,ubjt"ct to \'trification by the LIID .indlu,-the AOPH. Hole Layer i\o. Jl)(Horizon * A Field Sizing 42 Hole Layer No. ID/Horizon * B Field S izine 42 CEP· 2/3 I 0/20~ I I. Unifitd / l\lorpholo1:y / Percolalion Soil Borina Dara (Attach additional s heets if n ecessary) Depth or Dominant Upper/Lower Color of Mottle,, Redo,, etc. Boundary Each Laver 0-IZ IO YR 5/4 12-18 7.5 YR ,4/6 18-24 7.5 YR 5/8 24-32 5 YR 4/6 32-60 2.5 YR 5/8 55 mpi @ Rut,-ic tion Depth (in.) R~,triction Type per Table 7 Ot plh (in.) >60 Depth or Dominant Upper/Lower Color of Mottles, Redox, etc. Bounrlary Each La1er 0-12 10 YJO YRj 12-18 7.5 YR 4/6 ]8-24 7.5 YR 5/8 24-32 5YR 4/6 32-60 2.5 YR 5/8 JO YR 618 Redox @ 46" ss mpi @ Res triction Resrricllon Type Depth (in.) per Table 7 Depth (in.) >lill Teoure Texture• Other Group* SC I] SC TI SC ill SC Ill SC llI M lnlmum Verrlcal Separation Distance per Tobie 7 18 (in,) Te~ture Texture" Other Group• SC n SC I1 SC IJI SC JU SC Ill Minimum Vertical Separation Di,tancc per Table 7 18 (in.) Hole Layer Dep th of Dominant Tedure No. I 0/Horizon • t:pp er/lower C olo r of Mottles, Redox, et c. T e xture • Cro up • Other Boun dary Each LHrer field Sizing m p i @ Restriction Rest rict ion Type Minim u m V ert ical Separati on Depth (In.) per Ta ble 7 Dista nce p er T a ble 7 Dep th (in.) (in.) • Required fo r Unified / Morph ology m ethod s onl)'. 2. Per<0lation Test Data (Ana ch ad ditiona l sheets ir necessa ry) Extended Stabilized Satu rnt ion Depth fron P rocodure Percolation Da te of Beginn ing I Beginning / Tota l De pth Surface t o Pe rcola t ion Testing H ole No. Percola t ion End T ime of End Time of of H ole (in .) · Re.,triction Rate in 0 No 0Yes T eils Satura tion Testing Minutes per (in.) Inch .J . P 1·of<>s .si onnl Soil C l»~:,lfier ~-l apping O·ata a rh 11d n :·J D S IT E EVAL UATOR Prima ry EDF design is li mited by the m ost res tric t ive lest r cs■lt as recorded ror hole n um be r __ 2 __ I, Benj a min W. White, P r ofessional Eng ine'it do hereby certify that the above and anached (if applicable) so il tests were conducted a s speci fied in Ruic 420-3-1 and are true and a ccurate as presented. Sig,nature ___ j~,.,,.,.___LJ~J)~,~----------Date ___ 1_2_/1_2_/_2_3 __ Reg istration No. __ 2_6_7_7_6 __ Ad dress _____ 4_8_8_2_1_F_· a_w_n_s __ Ru_n ___ _ City __B_a_,_M_in_e_tt_e __ State __ A~L~_ Zip 36507 Phone (251 )'331 -171 1 Fax ______ Em ail BWHIT~tt4TENS A W E NGINEER ING.COM Finn Name ___ T~=e=ns=a='~"-E=n0_01!.~i=n~c=cr~i-n~e~·-L-L=C=•-__ Arldr~s• 15 Hanrl Ave, S te 158, Bav Minette, A L 36507 CEP-213 I 0/2021 State of Alabarm Board of Llcensure for Profe55ional Engi neer and Land Surveyors Uoense Type ; Professional Engineer License Status: Acti\e BEN.JAMIN WAYNE WHITE 48821 FAWNS RUN BAY MINETTE AL 36507 STATE OF ALABAMA ~~~~~~~ 2 02212023 BENJAMIN WAYN E WHITE ~ <IJy lcensed as a ~OW..1.NCINEER Lioonse Number. PE2677e StatJo:ktM ~'2t1 \\llllam R. H11en Eio,cut1w Clfreaor Yos license lnltm1atlon Is pllnt ed belC1.\I. w you ha\8 any questions, a ifv,e can be of assistance, .. ease contact the Beard office. Date Ucena Active Unti l: 12/31/2023 Busine55Affi liation: Tensaw Engin~. LLC PDH Carry Forward Hour.;: 1 License Status Active • A pe,sa, v,t,o is cUITent wld licensed to practice. I nactive -A person w,o is not engaged in the engineeri ng or land sur'le)'ing practice ,.tich recµres licmsure in Alabama. Beard Coolact lnfonnation 334-242-5568 866-461•7640 t oll free Malling Addre5lS PO Box 30dA51 Mortganery, AL 361»-4451 Location Map December 13, 2023 polylineLayer D Parcels --Lot Lines 0 1:2 ,2 57 0.0175 0.035 0 .0 7 mi Override 1 -Centerlines t8) Conflicts 0 0.03 0.06 0 .1 2 km KCS Ratlwln Col.lllly Plctom9t)' Misc -Coastal Control Line □ County Boundary co~n g,,12019 Jl)'il 31'22"N N A Deplh lo IA'aler Tabie----1:!ald .,in Counly, Alabama (!Aontro,e Presee,e PUD) ◄!lDl .,..,, """' '141l'.ll ,lt,41(XJ f,,tapScale: 1:S,020'fi:t'TitelcnAIX)r'ba1t(aS"x ll')sheEt ~--:';so;==~,00::------::200~===----"':':w".,"' o!!""'----.,,':'==='100~-------m':'======o,.J:'. Map proj,cllOn: \\lab i"eta1.Y Caner f.Ollllfn2tl!S: WG.584 Edge bc<: lllMZOne 16N'Mi584 USO,\ Nalural ResourCe!I Web Soi Sui~ey .iiii Conservation Servi ce Na tional Cooperalive Soil Survey 41Cll 41<>'.D 12/12/2023 Page 1 ol 4 ' \ \ ' ~ \ \ \ , \ ~,,0• ~{o9°sed ~ '-elf\e!\\ , \ l[lla1ec E,35 I 12' \. \ ~ I \ \ • . ~ \ \ I ' I ~ \ \ r:..1 \ \ \ \ LOT3 119648 Si=" 2 . 75 AC ·~ \ -\ ~\ \ I I '"''" ... ,,,,,,,. ~, .... ~ p._ BA A •11,~ ~.. ~ \,, ....... ;:;-1 '\, ~~-~\Q··· ~ I .• ._ ~ ~ No. 6TT ~ '! !*\flROFES NLj*j ~ :-. .. ;:: ~1, ~ •-.f.:A-G I NEt't.•••~ ~ ~;./Y./,,qp .... ·•·~ ~~'t' ~,,, IYt/ N 'IN . '"'~ .. 1,,,,,,,."""~ ~\. --___ -\\ ,--"1.Etl'" _) \ _...----- \...------ 2 100· 180 Lin ear Feel 36" Infiltrator Chamber 95' 90' _S74 ' 49' 10.47"W 604.821 B-/"N -N + 0 50 100 c:j f:'eel .., ... ~ "' 0 .. .-1() ,._ • <O ... ~M .,;_ ::, ...I .., Ill~.., ~.. -;:- > ~ .., <( ., ~ 'tl C •. C •-Cl> <U :Ii: C J: >, _g "' .. Q. ,... Ill ~1 UJ % r..!.l ~ ..,~~J; -,r-11:r Q: W N 1-Cl) .... ,..., <( I-~ r»U") ~J 4) f'° ~o v>_,I"') t-;,-~(/) _J ~:5 Q.~< 31..J ~r") '5 ~~ ~ri_g' V1 C,... '-z O 0·- 0 :i= ..J ~ INLET Elev. of Tonk Oull ~0 2" rElev. of Tonk R;m ,--,.r •il l ~ :_ __ / F= I 11 ¥ AI K WA\;l.111 ;puTL,ET ~-__ 24_lt.Ai,;;:: ?cl ev. o f Tonk Inl et .I!::!:'!.. TYPICAL PROFILE r per--l'oot ••infiltrator Qulck4 Standard Chamber pictured above for visua l ref erence. TYP ICAL CROSS SECTI ON n t S NATIVE BAC ~FILL nts •Infiltrator IM-1060 lank piclured above for visual reference. Any other ADPH a pproved t onk may be subs ti tu t ed. If other tonk is used , see manu facturer speci'ficotions for dimensions. MmES. t. Th• material• and the conttructlon of th• 5-ptlc Tank and Effluent Dlapoeal Field (ED=) lhdl be per th• Rul• of tll• state Bocrd of Health, 8unlau of Emfronmental Serw:ee Dlvlelon of Community Enwonmental Prctectlon. Chapt• 420-3-t, Onelte Sewaoe Treatment ond OfapC18!11, which WS1I odopted by the State !omll of Hedth and hen on en.ctlw'e doh of February 13, 2023. 2. Th• lnetah' muet IMl'CfN apprq,rlote caution ... ., lr111tallhQ the Olllte 5-ptlc Syatem (OSS). 3. Not ac:tMty ehall be permltt..d that wll damoi,. the .al .tructur.. 4. No component of th, OSS lholl be lnetalled durtlv tim.. wll111 8011 I■ -t. oa p• the a.unnt ADPH Rulea. 5. lh• natal• le niqul!ed to follow the monufocturw'a apecfftcotlons for the hetatlatlon of lnfltnitor Olamber ProcluetL 8. lhe encjn..-, 89'1jamn W. White. lhall be notified o rntilrnum of 24 houra prior to lnatdlatlon of any component of Ile OSS. 7. Utllty location• a-• approldmote wi-e known. The In.tall• 19 reaponalile to 1/iMfy uUlty locatlona and maintain on upctatad One Coll (811) ticket. 8. It le the reaponel>llty of the lnetol.-to -1fy elwatlone and alt• dlmmelon• prf04" to conetructlon of any component of the Onllte W!Mtnat.-Trwtment and Dlapoeal Syet.-n. E-tlan• _and/or vrod• are ehcnm p.-owlable publlehed dClta. (UDAR, IJSOS Quoclo, etc.) 9. Thia la NOT a eo.ndary Mll'V9Y. Pn,perty llrl• lhown In Ihle cippllcatlon ...-. tak111 from county tax rncpe, GIS data, or fftld .-.coding of eod.U.g prop.-ty morMn. 10. The lnetaller may modify Ule arrangement of the EDF' for oonYentlonal ayiriem■ aa long aa 1h• EDF nmaln• In the delltnoted loc:otkln and the tpedfted reqwed length of trench be met. 11. AU.. SURFACE DRAINAGE SHAU. BE DIRECTED AWAY FROU EDF. 1 ~- ''-----!--· Min Spocir>neg--1-1---: SIIE QAJA NUMBER OF BEDROOMS: 3 TANK SIZE: 1,000 GAU.ON TOTAL LENGTH OF 35• CHAMBER: 180 LINEAR FEET NUMBER OF TRENCHES! J MINIMUM TRENCH DEPll-1: 12• MA>OMUM TRENCH DEPlli: 4-2• ~~.-i11un,"' ~ \..(>.BA/+,.,,_ it~ ~ ......... ,,,A, ll /<ls)=\STFJ/;;,':f \, /Iii ., . .. "' a -f • 116 \ \ i'#.f\PR L :*! 1, \ ; f %,ff;}1qJJJ~f «1 """,,~IN W • '!.1>~ ,,,., .. 11\\•· I II II I m.._ -II') 0 .... -.., ... • co .... -.., ' 3 ,_J ~ ~<!2_ ., ..... > CII II> <i !:!. "C C ,. C: ·-0 "' :I: C :I: ,.._g II) .. Cl.. -ID ~, 'J) % w E- •!l-..34 _;/., ,~r D: Wv, ~:t ~~ l='w ~~ ~et:: "' l='o V) ~ zl-o Vl " N > ,,, ~-:2 ., "',,, ~ ~_J ~ <( 5!"' - ~.EX. ctr>.2 ~ ,!:: ~ THIS INSTRU M ENT PRErARID WITHOUT B ENEFIT OF T ITLE EXr\MINATIUN OR SURVEY BY: Gregory L. Leathcrbury, Jr., Esq. Hand Arendall LLC Post Office Bolt l 499 Fairhope, Alabama J6533 251-990.0079 STATE OF ALABAMA: COUNTY OF BALDWIN : BAtOWIK OOUfflY. ALABAMA 11MftUSSElL PROO.If JUDGE Filed/1ert . 121 412013 11:46 AM Ta!Al S 11.00 4 Paies ---=-c.-> -c:,,o ~ c.a:;;» DJSTRJDUTION DEED IUt~HtiiWJ~~~rtllll\ This Distrihution Deed made by Rurgess A. Thomasson, Jr., as T rustee of Thomasson Trust "B" dated ~~cember 17, 1976 (herein c alled the ''Grantor") to Burgess A . Thomasson, Jr. (the "Grantee"). RECITALS: Thomasson Trust "B" was established by Irrevocable Trust document dated Dc~mber 17. l 976, which was re corde d in its entirety including exhibits on October 28, 2013 at Instrument No . 1426924 of lhc records in the Office of the Judge of Probate of Baldwin County, Alabama (the "Records"), and is also referenced in tha1 cenain Memorandum of Trust dated July 22, 1986, nnd recorded at R""I Book 256, 1373 el .<oq., of the Records. The property situated in Baldwin County, Alabama, 11~ mori: particularly described on Exhibit A an ached hereto and made a part hereof, was conveyed by Isabelle B. T homasson, as the Gra ntor, to Thomasson T rust "B" by (i) deed executed and delivered on December 17, 1976, and which was recorded at Deed Book 507, pages 488-490 of the Records, and by (ii) deed executed and delivered on July 25, 1986, and recorded at Real Pro perty Book 256, Page I :n I el Jeq . of lhe Recorcls. O n March 2, 1994, Alben f. lrlon=,on rc:,igm:d ,... T rustee and pursulll\t to the terms of T homasson Trust "B," Burgess A. Thomasson, jr., was appointed as Trustee thereof. Thomasson T rmt "8" provi des that it was to temiinare on the death of Lhe beneficiary, Burgess Allred Thomasson, and then be distributed to his ihe then living child or children. Burgess Alfred T homasson died on January 9, 2000, and a Certified Copy of his Death Certificate is attached as an Exhibit to Affidavit recorded al In strum ent 1427587 of the Records. Upon the death of Burgess A . Thomasson, the propeny as described on fahibit A became di stributable by the ·T rustee to Burg:ss A. Thomasson, Jr., as the sole child of Burgess Alfred T homasson, deceased, and the sole residuary beneficiary of the Trust, who is the G rantee herein. The purpose of th is Distnbution Deed is to cluify on the pub I ic records that the Thomasson Trust B has terminated according to its tenns by the death nf Rurgess A. l11□m asion. and that pursuant to the Trust's provisions the ?ropeny is now vested in and owned by the Grantee . NOW, THEREFORE, in consideration of the premises and other good and va luable consideration delivered by the Grantee to the G rantor, Grantor does hereby grant, distribute and 17579]7 convey to the Grantee an undivided one-half (1 /2) interest (constituting all of the Trustee's interest) in end to th~ certain property situated in Baldwin County, Alabama, as more particularly described on Exbib;t A ~ttached h,,reto "1UI made "part hereof. This con~eyll!lce is subject to any ad vi.lorem taxes appropriate to said property, to al l prior minel'lll reservations or conveyances, to all zoning laws, and lo 1iny and all matters of record, or which would be disclosed by an accurate survey or which would he visible on the surface. TO HAVE AND TO HOLD the same , together with all and s ingular, the rights, members, privileges, tenements, improvements, hereditamen1s. easement.~. and appurtenances thereunto belonging or in anywise appertaining, subject. however, to the matters to wh ich reference is hereinabove made, unto the Grantee and to the Grantee's heirs and assigns foreve r. IN WITNESS WHEREOF, Grantor has hereunto executed this instrument under seal on the 3'd.dayofDccembcr, 2013 .. SfATEOF ALABAMA: COUNTY OF MOBILE: THOMASSON TRUST "Btt Dated Deamber 17, 1976 I, the undersigned notary public in and for the State of Alabama at Large, hereby certify that . Burgess A. Thoma sson, Jr., whose name as Trustee of the Tho mas son Trust "B" dated December 17, 1976, is signed to the foregoing instrument, and who is knol'.11 to me, acknowledged before me on 11\is day that, being infonm:d uf tho cunLC1lt> of said instrum~nt, he, in his capaci1y as such Trustee:, executed the same voluntarily for and as the ac t of said Trust on the day the same bears dale. ,,\, Given under my hand and seal this 3rd day of December, 2013. 11,(M\,¾: 4 • 7Jz Lfu: NOTARY PUBLIC / MyCommissionc:x.pires : /0/:;.4-~of{. J I REAL ESTATE SALES VALIDATION ·,,, 1-G_ra_n_to_r(_s_)_:_B_ur_g_e_ss_A_._T_h:..:o::::m::...a:..:sso:....:::n:::.,.:..J:..:r..: .. .::a:.:~::;..:;G=ra"'n---'1ee.:..!!(s~)~: :.:.B.:..u~rg:..:ec,;..:.s_A ___ Th_o_m_a_s_so_n_,-Jr_. __ ...:.;.c..,...1 ,,._ .. Trustee of the Thomasson Trust "8" dated 19 12 Dauphin Street December l 7, 1976. Mobile, AL 36606 1912 Dauphin Street Mobile, AL 36606 Property Addrc>S<:s; One ➔Three Hwy . 98 -Montrose: four ...... l 7569 & 17957 Scen ic Hwy 98 Fairhope, AL 36532 1757937 Date of Transfer: Dec. 3, 2013 (as of Jan. 9, 2000 -O.0.D. Burges; A. Thomasson, Dcc 'd) Appraised Value SO% In terest: $2,488,830 EXHIBIT A This is EKhibit A (consisting or Four Parcels on two pages) to that certain Distribution Deed dated the 3"1 day of December. 20 I 3, by Burgess A. Thomasson, Jr., as Trustee of Thom asson Trust "B" dated December 17, 1976 (lhe "Granlor'') to Burgess A. Thomasson, Jr. (the "Grantee '), as follows : l 7S?937 PARCEL ONE: Fro ■ t ~o Southeett cornoT oE S•ct\QB J2, Tovn • ,htg S Souc~, Rlns• z 11st, run Hee •17'·◄1~w U~ .oo fut, thine• r ·.m ~u0-JO'•H"W, 260 ,94 f11t to an ITon pin on tho IIHt d1h.t ·of·war of u.s. Kta~••Y II (fourllQI}, ••ld PGIDt bo1Dt or a cune to th4 Nortlur•st hninf a r•dlut of 59,9Qt,90 f•e~ •~d &!so the JIO nt of be&lnni ns· thence nin ~or~hwtttvardly alon1 t~e ,re of said eun·e 311. 1 S f•e t to a concrete ot0Au■.at -·rlr.1,1 P. T. Station l64>74,9S; thence rllll N~1o·l~'-25"W, lll. 9~ fen to an iron ptn 011 said r l.1llt•oE•wa:,· tbcnc,o run S76°-to'•07"W, 1oso.9, teet "' a co~ereu 11on1111tiu at tha tlort~~•u corne1' of tll• Jolln P.>-rbu Cr•nt Secttoa !• Town•llip 5 touth, Ra••• z l11t; th•"c• nn SIG ·to'-H"e 354,<17 fett t o a con:rete "'°nu111nt: tlle11c1 run lla8~-U'•l2"E, OU ,68 fnt ti> a concr1te IIOllll'llntl tl-.111:t r1an ,11°-Jo• •1-l"i, 7-l.H £1tt to the point of ~03lnRln1 , ln all contalntn1 ll, l7 •c •••• PARCEL T WO: I.Ota z ;uld 3 of ~lock One and all o: e :oek 18 of the Y1U~;e gf Mont.oae a5 :,er a plat thereof ~eoorde:I 11'1. 0.Clcl 'Sook "E" • Pa.ge 388 of tha r11cord11 of me Jlld9e o! i'toha.te of B1~dwin. ColU'«Y, AJ.abana~r IJ\ all c:ontalni1'11 l3. S4 acraa •lid beln; situated In Section 32, TownshlP ~ so11th, itani;• z E,ut, PARCEL THREE YrClll 11w Soutneut carae, Ill Secuon 32, TawM\lo 5 South, ita:1.,• i £art, r~n wo0 -01·-u--w, 1uo.ooue: tollnlrOr. pl.n; thenGC NII :'fl4°-oo'\V, 7(9 .,~ tu, to oa lrol\ ;,1:,: tl\11\CI nm S76"•l0'-07 "W', (l$ ,09 le•I to Ln lto11 pln Cln rh• Wen ~ht•of-way of t1 .S, a1;1,w~y 9a (!ourlanel and rlle l'Ol.o• oC beoiM.ln9: t/lence .along Hid Wen Uoh•·o(• wey, run NOIC-34'-U"W, lll.83 ter. to• c~t• r.ll)Cl"• ■ere 111ar1<od SIGllon 171~0; Uu,nca rur. seao.09••◄1 -W, zo. ~o fHt co • oonarctc 110ftllfflent: chcnc:e Nn 1,-010-\?&'- 02-,,, t99,79 faec 10 • COl\crm moni.,:nen1: thence n,n liBB0- 03'•01 "£, J~ ,00 feet to a coccr,tt 11om1me11t marked St1tlon 174-IOO lheoco NT> N!l,n..3s•-1s•w, 70S .,~ feol to a c°""'"'° lll0OtJmonl marked P,C, Stet!tln 18l-l06,7J wllldl I.I at the be• f1nr\lJIQ of l curv~ 10 the left havlnQ a rad!~ of 6, 14$. ◄~ !H•; ll\er.oe Nn ~hwe1twllr"dl7 alonf the >re of uld cu.vi L,147.96 feet to aa a-on piil et rt!;l\t-of-way sta:lon 192+7' .30: cb.ano, Nn NLJ0 ,-S3'-S2 -W, us .u reet to ti\ l:on pln1 thtno.i NA S7i0- 0l)'\II', U0.8S !101 to k<HI P~I t.'1•:>Q~ NCI Sl'lo•OO'i, %17il.90 lect to en :ron pln; thence rv:i t,76°•:.?}-07"E, 201.H feet co the pe>lnt of bei;l:lrJn\1; less ind excep: the Eutwardly lll<tel\• stoos of l.4dyard. rayt« •l><I Qhapr.,a" s:r .. u u lnd:caud by che Plat of recod of the Villa;e ol Montrose u re:croei lit DHd !look. "E", P,190 :188 of 1llo 111-,; s o( Ille Twcig• ol fwb1t1 Ol HldWUI COIIIICY, Al.il)lma: Hl4 Parcel "C" COA:un1119 l1 . , &ens, exclunve of ill• &for11111r.t10ned street ei<Unalaas, 2 ,19 ile4'0S oelnQ In t.'>.e extlt\510flS , PARCEL FOUR: "THAT POIITION Of lOT !l Of THC TROOST SURl,{Y Of 'TH€ POINT ClEAA TRACT LVINC 'IIEST Of ™-Q1c,-T-O<" -W•" or ~£MIC II S MICMW.lV Nl1-~9: <aiO PRcPffiTY IIEING .. ~ PARllCULAAD OEflNED ~y 1'1t'l SURVcY 8AS.:0 UPON EXTANT MONUMENTATION AAO flllDENCE AS F'OI.LOWS; IIEGINN1NC AT A CAARI/\GE BOLl IN CONCl!ETI: fO\..tlO "T TH( INTERStC110I Of TH( NCRTHv.t:S1 llNE Of LOT 9 OF TKE lllOOST SUIM'.Y Of Tl-IE PCINl O.EAA 11! ... CT Wl1H THE SWTIIWEST l!tOHT- OF-W,1. Y LINE Of SCENIC U.S. HGHWAY NO. 98 (70 roor lllCKT-OF-W,..V): IU.H "™ENCE SOUTH 411-J+-J• EAST, ALONO SAID RICtlT-Of-\llAY LINE, 20•.oo FEEl TO NI I.Jl,jCAPPEI) REBAR MARKtR II CONCRETE OIi Tl£ 9:)UNAST UHE OF SAID LOT 9 Of S.tJll ~OOST SUR-.EY; fllJN ntENCE SOUTH •1-2,-u W(ST. ALONG S,lljO SOUTHEAST LOT LIN£. 11,e.s, f[[T TO ~ IRON n:NC£ POST; COl<l!NU( THENCE SOUTH •1-2S-14 v.EST. IILONC SAID SOUTHEAST LOT Lill£. 1Jil FtET, t.lO!!E OR LESS, (lOT.t.. O<STANCE TH ,S CN.L 01" 7 55 r£ET. MOAf OR lESS) TO THE U.SlERN StiORE Of MOSIL.i 6AY; ~UN 1HE:NCE NORTH'llt:STWAAOLY . .-LONG THE EASTERN SHORE Of MOBIL.£ BAY. 19~ f"E(T. l,IORC OR l£55. TO A POINT ON 1H£ /\FOllE"SAIO NCIR™WEST LINE or LOT 9; RUN THENCE 1<0~11-i ♦1-00-00 EAST, ALO~C: SAID NORTH'IIEST LOT LJ!.JE. "\43 FEIT, l,IOI![ OR LESS. 10 >-ti lll'ON PIPE MARKER: CON111'1.JE THENCE NORTH 4 1-00-00 EASl. Al.ONG SAID N(JITK'll£ST LOT LJNE. 611 ,51 FEET (TOTAL OISHNC( lHIS CALL Of 7!>5 fEfl. MORE Oil LESS) TO THE POl~T r:F 8EG1NNING; CONTAIN!~ 2.653 ACRES, lolORE OR LlSS. 17579}7 CEP-2 APPLICATION FOR A PERM IT TO INSTALL (REPA IR) (A SMALL-FLOW ON SITE SEWAGE DISl'OSAL SYSTEM < 1.801 Gl'l>J ALABAMA DEPARTMENT 01' PUBLIC HEAL TH For Department Use Only _____ Couniy Healtl1 Depanment ______ LHD rcr111 i1 Nu. ______ Date Received _____ Date Fee Paid ______ Fee Amount ______ Receipt No D New/Relocation D Repair D Tank Replacem~m 0 Ho lding Tank To Be Com1,leted ancJ Si11ned by th e Owner/Responsible Person PART A -Gentra l Information Property 's -E91 I Add ress (or directions if address not available ) From US H\.VY 98 in Fairhope, turn on Sibl ey St. Then le ft on 3rd Prope rty is loca ted at the e nd of3rd St on the kft. City Fairhope Councy ---~AL~---State AL. Zip_=3=65=3=2~ £\,nail ~~~A-~}~!0_3_h~"-'o'--~-r-~~·-i----• G::=l~ro~- Property Siz~.-~2=·=8 __ acre(s) or _____ sq.ft. (e.xcl11d ing easements. flood zones, etc.) \Va1cr Source [8] Pu blic O Private If this property is withi n a Large-Flow Deve lopmeni. comp lete the follo11ing items: (i\',11.:: 'l1u: d,·,·elop.·r M fl prorkl~ Sh ,: D,•refop11PJ:"11f Nt.in f1!foru1atw11 ,~luti1 e-(U i/1/.} fu1) Nnme of Development _____________________________ _ Plal/Phase/Addi1ion/Secto r _______________ Blod __ Lot __ Healtl1 Department Site Developme111 Plan ( in duding CEP-3 Section A Pm 3) has been reviewed O Yes O No If this system will ser~ea dwelling(s). cornple1e the fo llowin~ items with 1he tot~I quntiry of each: Dwelli ng(s) __ J _ Ba;ement(s)_O_ Numberofbedrooms __ 3_ Spa/hot mb(s) __ O_ Wel ls/potable springs...Nl.A_ (1/riJ IJ1cl11diis m'igmion 11AJ.t) l f th is system will serve an estnhlishment(s), co111p)e1e the fo l lowing items with lhc tota I qua ntit)' of each: Number of buildings 10 be affec1ed by 1his project ____ Vse of building(s) Number of patrons/day ___ Number o f emplorees '.'lumber of sh ifts __ _ Es1ima1ed water usage (design fi ow) ______ gJ)d and/or Boorrss _____ l bs.lday Pl.EASE READ BEFORJ,; SIG 1,t~t;: U:,i s1gn111g 1i.~1s apphcatton . I Ml s1ntingthat the •nlOmwr ion in 1his pan is complete, true-ard correct. and tha1 the OSS \,ill ~ 1mtal k'CI according to the-design ~s t1.ppm,·ed by the ADPII and " ill be ma imaim~d ac,:ording to 1h1.: m:1nufnr1 ure,·~ rccoinmcndotton, the Of)Cratioo and maintenance plan. and lllL P..:rhlit. r u11dtr,1eod ti-Pl the prupcrty lldnicsJ in 1hi:) npp l il:.lion shall nm he 1\.Jnher div kted. or lh~ )YSl~m th4-'ffOn m0thf1cd 1n an~ way 1 w 11hout approval by the ~ka.hh DC"p a.rtmrnt. I uckncm J~dge thot 1h~ p.:rSOo "R} imuills(rcfnirs)and tertiiks this onsite S)'S.tl!m mu:-1 ~ a l1cc mcd installe r 01 imhv idual uho ii ir, compliance with 111, provisio11, or siot< la11. sp,cilically Ac1 99-511 (Cod, or Aki .. IQ15. Tille 34, Chopler 2 1,\, S.:c11on, 1-26 ). as onac1cd. ond as implememod. I do hereby give ocn,i-.,ion ,t,1l u: 11.:~l th ~.h:J1•mm~1n 1ocmer omo 1hi!' property, m rcaS('Jnable htKJl"!ii, ror u,c purpo* orp10C:1i."SS111g 1h1:s apphcauon. /(tfliJ omite .,,-.ntm ,1pp/icmlo11 ts for tll{ ttt,:i,rfrrnl vpum, n.~ tfr(lrrtd 11,, tflt muitt n,tn, nn imtt,l/,11io11 J1nprrtfo11 tt-ilf /Jt n~r{ornud. TJ1t Ht!r1/J/1 Dt!(U,mm•m d,nmds n 11 rl,e Profi!SrlanrJI £,rnhtur tn etu«rt ,,,,,, u, .. -tJ'-~Um i.f imtfllltd nttorrlil,e to t lu• wbmitt1d defig1111ntl is in £Df110lim1 (t' H•irl, "'~ fjl/ff, Tiu Ht>11fth Dtpqfl"t(ll{ 11.y.rwuo· 1,0 /inhiU1t• Owner/Responsible Person ~~C(.AL« .. ...oe-~1"<'-------Dat~ \ '2 j I~ J_-i..3 Mailing ,-'.ddrcsdl5L.Ll~_i!:,. 1-\W'j 1~------------------ Cily ffi'fl~C)Pi;; State & Zip ~~2 CEP-2 312022 CEP-2 APPLI CATION CONTI Nl lE D -S~ALL FLOW lAIU.J! -Syst em Plan nin g System Design O Engineered l25l Conventiona l [&] Plot plan d,·awn to scale attached (sec a1tad1cd inslructinns-require d with all appl ic2tions) 0 Construction Plan anached (see anlched instructi ons) •i:11,:;im.:1.-TCU J1.~l&n :J) j 1cm c1ppll ~e11l1J11:t mu~, inclUUC o construi::uon pl111. A construction pl.m b not required for a~) stem g,~r11:rn 11nB 180U gull\lnS o r less o f sewage (not hig h s1rength Sh\.ilJIC') a di.l)' prn~1sinn IO use H cnn1.,s nlion ~I on~hc ,.,\'-us~ di!0pd&11I s~st~m. Application Attachmenb: ~ Leg<ll Descr iption or Copy of Dc-ed IZI Vicinity Mop (ifnccc,~a,y d ue to lack 11f Hddress or dimculT loca1imtl ------------A PPLICA BL £ SI Gl\A TLR £S Bt::LOW- FOR CON\'[!', T IONA L SYSTEMS: IE] Engi neer O La nd Surve}or O lieologist O So il Classifier O PHESS Benjami n Tensaw E ngincerine, LLC F,,m .\'nmi! (ifa11pl1eoblc!) L5...HJl.o d Ave, Ste.J.58 _ Stn.•1,•1 or PO 8a.r Bay Minette (251) 331 -111 l hwhite@tensa\\en gineering.com Ema;/ I hcreb) certily that rhc infonnation conlai 1<.'<l in this pan o f the ~pplication, including all related attachments, is complete, true . and c.orrcct. Signat ure: _______ Date 12/12/23 For npplicab!e pro fe,~io na ls -AL Registra1ion 1'-o:_~2~6_7~7~6~_ 18) Lm·n>< ""''°''Ill~ 11tad•:d l'UR 1,;NG I NEE R DESIG NED S\'ST EI\I S: By signin~ below, I ackno"·ledge thnl the ll ealth Dcpartmcn l is relying upon 111) prorc .. ion~l liccnsc,judgnm11, •nu ,kill tu •nsur e thlll the system b 11,ta llert acconling lo the su~mi11etl d l'Sign and in ~cco rdance with applicable statu tes, rules, d esign n12n11 11ls, and p,·oduct ma nual~. Stf\.'i'I OI' PO 8-,x hp Cork Emc,/1 I corti1y that the design features of the OSS at the address above have been designed. specified. or approved b) me. ard conform to design principl~ applicable lo such projects. In my professional judgment, this system . when properly constructed, operated, and maintained. will achi~e the established pcrfom1ancc standards. and com ply with app licable statutes of the Stote of /\labamu and lhe ADPH . Signatu re. ___________________ Da te _____ _ RcgiS1rotion No. ______ O L1<cn>< 1'1•10,,.,~ ••t.och,J ~ -Sile Evaluation 0 CEP 2/3 Pan C Sile Evaluation Form anached C"F.P -2 3/1021 CE P-2/3 PART-C SITE EVALUATION DATA Nfll\\C of Applicanl/F..stahl is h111cntl 1Jevclo pmmt ---------~B~u..,r..,g,.e.,.ss"-'--'A .. , .. Iul..,10..,1"'u"'a,,ss=•~l0~--------- Loca1ion/Add~ss ___________ __.,l\l..,l.,.o_.,n_,.,tr,_,o,,,s,,_e_.P...,r_.es,..e.._.r_,,..,.·e'"'P.._UD ..... ,_L..,.o.,_t _.2 ___________ _ llfil!!ill [g) Engineer 0 Lond SurvC)Or 0 Soi!Cla.uifi.r Oo""lugl,1 0 PHESS ICEP·2 Only) Mtrholl Used D Percolation D C nified □Mopping D Morpho log) \'ut o: AU p cm1l1tiun ne,uh, ,111II b< rtpo nrtl. All test ing inrtlnd, and rt,ul1s arr subJt tl 10 Hrir,caclon b) I~• LIIO •nd/ortht ADPII, H olt Layer No. ID/Ho rizo n * A Field Sizin; 4 2 H o le L1yer No. ID/Horizon • B Fitld Siling 42 C-F.P-2/3 J0/202 1 1. 1 lnl fi ~d I Morpho loay I l'c r <ola tion Soil Do ring DH tn (A112ch add irional shttU if necmary) Depth or Oomln an t Upp er/Lower C olor of Monies, Redox, etc. Boundo r v F.och Laver 0-12 I OYR 5/4 JZ-18 7.5 YR 4/6 18-24 7.5 YR 5/8 24-32 5 YR 4/6 32-60 2.5 YR 5/8 55 mpi @ ti.est riction Restriction Type Depth (i1.) per Table 7 Depth (in.) >60 De pth o f Oominaat Upper/Lowtr Color of l\lottles, Redox, etr. Bouod3r\ Each La~cr 0-12 10 YlO YRi§ 12-18 7.5 YR 4/6 18-24 7.5 YR 5/8 24 -32 5 YR 4/6 32-<iO 2.5 YR 5/8 5~ mpi @' Restr iction R~triction Type Depth (in.) per T111Jlc 7 Depth (i n.) >6 0 Tutun Tex1ure• Croup • Other SC II SC II SC III SC Ill SC [JI M inimum Vert ica l Seoaration Oista nc• per T~blt 7 18 (in.) Tenure T exture* Croup* 0 th•r SC n SC II SC JU SC ITJ SC lII Minimum \lmiral Separation Distance per Tal>le 7 18 (in.) Ho le Layer Depth of Domi n,n t Texture Upprr/Lour Color of Mottles. Rtdox. etc. Tt~ture• Othtr No. 10/llorizon • Boundnrv Each La~·e r Croup • Field Sizing Dlpi (Iv R~tric·1a'Jn Rescrktlon Type M in imum \'trtkal Se pa r alioo Dep th (in.) per Tobie 7 0istanct ~r Tab I, 7 Depth (in .) (in.) • Requ ired fo r Unifi ed / Mor pholog~• methods only, 2. Prrrol~tion Ttst Darn (Attarh additional sheets ir n ecessary) Extended Stabili2td Saturation O:ne or Beginnin: / Beginning / Depth from Peroo lation Procedure Prrtolation Percola tion End T ime of End Time or Total Depth Surface to Rate in Test0n Hole No. Tests SROll'l1t ion Testing o f Hole (in.) Restriction Minu"s per O No Yes (in.) I nch ,. Prl'lf.,.1.:s:io nn l Soil C l!tssitier l\lappi ng D 11tn nltnchcd D S IT E EVALUATO R P ,•i m ary [OF d esign is li m ited h) the m ost rcstricli>c les t rc,ull as r,corded rur hole number __ 2 __ I, Ben· amio W. White, Profe ss ional En in . do hereb~ certify that the above and a uached ( if applii:-Jblt) soil tests were conduc ted a s specified in Rule 4~0 -3-1 an d are true and accurat e as presem~d. Signature -r~ U~ Da1e ___ l _2_11_2_1_2_3 __ Regis1ration No. _._:::c2.c:.67-'-7'--'6'--_ Add~ss 48821 Fawns Run Ci1y Bay Min ette Smt.-AL Zip _]§SOL !'ho ne (251 )33 1-1 71 1 rnx _____ _ Email BWH[TE@TENSA WENGlNEERINC.C0M Firm ~lame T ensa\\ Enginerring, LLC Add rm 15 H and Ave, Ste 158, Ra ,· Mine tt,, AL 36S07 CEP-213 10 .'202 1 State o1 pjabarm Board of Licensure for Professional Engineer and Land Surveps Lico,,.., Type: Pro/Esslonal Engineer Uc:eme Status: Acti,e BEf\UM11NWAYNE WHITE 48821 FAWNS~ BAY MINl:111: AL :J6507 STATE OF ALABAMA ~~,~~ 202212023 BENJAMIN WAYNE WilTE Is ctJy [c<:nsed a; a PQCl'!;SSIOJAI. I.NGlt,11;;1.1~ Lice,se Number: PE26776 Slal.ls : ActJve et:dreO..te 12131"1023 ''llllwnR H1cu E>2culiw Director Ye..-license Information Is pinted below. f yoo he-.e any questions, o, It v.e can be of assistance. please cootact till Board office. Dille Lic:ern;e Actlve Undl : 12/3112023 Business Affiliation: Tensaw Engineering, LLC POH carry Forward Hours: 1 License Status Active -A person v,1io is current and liceroed to i:;rectice. I nactive -A pe1,on Y,1,o is not ~aged In theengJ18E!ring or land sur.eying practice \vich reQLires licensLre in Alabama. Board Contact Information 334-242-5568 866-461-7640 loll free Malling Address PO Box 30445 1 Mort!j001el)I, AL 36130-4451 Location Map December 13 , 2023 0 0.0175 0 .0:6 0.07 mi polylinelayer □ Parcels --Lot Lines 0.12km 0 .0 .03 0 ,06 -Override1 -Cen1erlines f&1 Conflic1s KC S 9 .ebWln Coi.:nly, P1ctom @lly Misc -Coastal Control Line □ County Boundary COl>/rlQJ\! 20 18 N A 413100 Depth lo Waler Tab:e-Bald.,in County. Alabam a {Montro,e Preoer1e PUD) --~===-----~=====feet o ~ ~ m 1m Map projection: l•.ieb f'em,tnr C<me<OXl<1hrtes: WGS84 Eco, lies: U1M z«,e 16N l'.GS84 Natural RQsou rce& Conservation Service Web Soi Survey National Cooperative Soi Survey 41-0D 12112/2023 Page 1 ct 4 ~ 4,A':l 1/'l -. t.B s,.\'l sl" ~ LdT2 ~20· l)tO~oseO e"\ \/'Jate' ~ase~ • 122129 SF 2.80 AC 105' N ~ ~\\,u1111111111,,,,. ~~\-~BA A,"~ #"' h... •• ... ••••~Y/A ~ " c, ~sr •• 1 "' ~ ,•,..<-I', •• ~ ;:t~ .. ~ ~ . ~ :: g1 76 ~ i !*: R~ AL i*~ ~ \ : s \ 63~·-••• b~IN"'-<?--.. {¼l ~ •.!.,.\,) C. ~:-.,),.,_"'\. ...... §-~ ~,~····· .. •'\\"'\\~ -#' ~"i w,/ N W • "''~ ,,,,,,,,.1111'"~ \ \ .. \ \ \ \ \ , N15" 12' 47.95"W \ 626.340 180 Lineor Feet 36" In filtr ator Chamber o ~ m ----,~ 1,000 Collon S ept ic Tonk ---"\ -----\ f" llt-0• ..l \ ----\...-- 104' 10 :r 102· 10 1' .., ...... It) 0 ... .... .,, .. QI "' ... ... r) ' =i ..J ;;; II) < M GI-.. ;:" .?~l(l -., _ ,, C: .. ; i ~ :c >-_g It) .. a.. -m ~I /'. :.-=J E- ~-,....,_~ ,;1 Y~F a: ~ i~ ~g "'<( <( _J ;!::~ ~vi (/) z 0 N ... ~,,, t e* .,._,,, e I/)_, Q..1? <( .. ,.,, . .. " g .... 8- ~ o:t :i" -'if Elev. o f t:::r'.'', 1111 · ~ . Tonk Ou t1&10.2• f.lev. of Tonk Rim INLET I 16.5% 7 I IT!~~ ---:-__ FJ AIR SPACE ( }u TLET n:,... , _ Lev. of Tonk Inlet 1 ,_ LIZ.A_....:::=-=-=-24.~_Mio--_ nfiltr otor IM -1O61 TYPICAL P ROFI LE per--foot 0 1n filtrot or Quick4 Standard Chamber p ictur ed above for visual reference. TY PI C.A.L CROSS SECTION n t S NATIVE BACKFILL *Infiltr ator IM-106O t onk p ictured above for vis ual reference. Any other ADP H approved t onk may be substi tuted. If other t o nk is used, see rronu facturer specificatio ns for dimensions. nts W2lES. 1 1. lh• moterlal1 and tile oonltnlctlon of the S.C,Uc Tank csid Effluent 12 • Dllpoeal fhlld (EDF) lholl be· pa-the Rulee of the state Bocrcl of Health, 8Uf9Clll of ~mental Senk:ea Dl"'111on of Community ' Enlllronmentol Prctectlon, Qiapt.-420--3-1, Onate Sewooe Traotm-,t Gld Dlepoeal, which ,ere odoptecl by the state lloarct of ttlelllll and hoa an eft.ctlw date of Febniary 13, 2023. 2. The ln•lall.-mu.t UW'CIN cipproprlate couUon 'Mien lrultallng the Onalte Septic S)'Bl.m (OSS). 3. Not cic:tMty llhall IHt p.-mltted tl1at wll dcmaoe the eol ltrvct\n. 4. No component of tht OSS lhal be lnl'talled durlnQ t lmee when .,, II -t. oa p.-the curnnt AOPH Rut-. ~ The In.tall• II reqund to follow th• manufactlnr'e 111ec:tlleatlone for the lnltallotlon of lntltrator Chamber Produeta. 8. The engn_., Benpm W. While. lhall be notlflN a mlnmm of 24 hours prior to IMtolatlon of any compoMnt of the OSS. 7. utility locotlona ore cipproxlmote llh.-. known. The lnataller le l'ellpCl'lellle to -1fy 11tlfty locotlona and malntolli an updated One Call (811) ~.t. 8. It i. the reeponet>Mlty of the In.toll• to -1fy elawtlone aid •It• clmenlkln1 prior to conttructlon of any component of the Onllte Wo.tnot.-T...atment and Dlepoeol Syetem, E-tlon• and/or gradea orw lhciwn per owloble publllfled clota. (UOAR, USGS Quade, etc.) 9. Thi• le NOT a Boundary -y. ~y It!• etlo.i In ttlle appllcotlcn -e taken from c:ounty tax fflGP8, GI$ data, or fleld recoding of exllltl,g property morbn.. 10. The hstall.-may modify the arrmganant of the EDF far con"811tlonol 1)Steme ae long a Ille EDF remalne In the ctalglated locatlon ond the apedfled ,-quired length of trench be meL 11. AU. SURFACE DRJlfNAGE SHALL BE DIRECTED AWAY FROM Ellf'. ~ 12"' COVE~, 1 i• -34"---~ Min Spocln,e~--+1--..., 1'36"V'/OE TREl'CH> snEDATA NUMBER OF BEDROOMS: 3 TANK SIZE: 1,000 GALLON TOTAL LENGlH OF' 35• CHAMBER: 180 ~EAR FEET NUMBER 'OF TRENCHES: 3 MINIMUM TRENCH OEPlH: 12• MAXIMUM TRENCH DEPlH: 42• ,,,,," .... ,, .... -~'"' A -..,~ :$"'~\.. .... AA.I~ s ~~;.rc,1s ···~ ars,. 1 1,f\-··" .I · • 67 6 .,. \ i*i PROFE \ i i \ :*i ~ _;.. J ;; ·~ <-,(). ,<-.,~ •• J; ~ ... ~,r.••;~llilNr.\'..~,..-~ ~ ~,.r&fA,fJ .......... ~~, ~# ~,,,,,, N V'I . ~~" 'fll1mn\\_. •• .., ....... II) 0 ... .... "' .... ~ u, ~ •-M -::,Jr:, Cl) c( C") ar .. ;;--> a, II) c( i !::!. 'O C •• ti i ~ :r >, 0 It) ti f .-CD ~I 1/. uJ f- ·" • • "' g;~ ~~ ~w "'o ..,:0 3:"' < ~o [lj ~ z t- o"' ., N t ,,, ., Ill : Q) ~ ~., Cl.~-' ~< "V1 :g-c a_; .:,, ~ a. ..., 0 c; J:: ~ ·6 u.. THIS INSTRUMENT PREl'AR£D WITHOUT BEN EFIT OF TITLE EX/\MINI\TIONORSURVEY 9¥: Gregory L. Leatherbury, Jr., Esq: Hand Arendall LLC Post Office Box 1499 Fairhope, Alabama 36533 251-990--0079 STATE OF ALABAMA: COUNTY OF BALDWTN: 8Al01'flM COUNTY. ALABAMA TI M !IUSSILL PR08!1i JUDGE Filedlcert.1214/201111 :46 AH IOTAl S 11.CO H19tt ---=-C-> -C:00 .a:-, ~ DISTRIBUTION DEED IH@HfflliJ!J~t&ll il This Distribution Deed made by Rurgess A. Toomasson, Jr., as Trustee of Thomasson Trust "B" dated December l 7, 1976 (herein called the "Granter") to Burgess A. Thomasson, Jr. (the "Grantee"). RECITALS: T homasson Trust "B" was established by lncvocable T rust document dated December 17, 1976, which was recorded in its entirety including exhibits on October 28, 2013 at Instrument No. 1426924 of the records in the Office of the Judg= or Probate of Baldwin County, Alabama (the "Records"), and is also referenced in that certain Memorandum of Trust dated July 22, 1986, and recorded at Real Book 256, 1373 et .,eq., of the Records . The property situat ~d in Baldwin County, Alabama, as more: panicularly describt:<.l on fiu1ibit A attached hereto and made a part hereo f, wa.s conveyed by Isabelle B. Thomasson, as the Granlor, to Thomasson Trust "B" by (i) deed executed and delivered on December 17, 1976, and which was recorded at Deed Book 507, pages 488-490 o f the Records, and by (ii) deed executed and delivered on July 25, 1986, and recorded at Real .Property Book 2,6, Page 1371 el Jt:q. oflhc: Rcconh. 011 Miir,h 2, 1994, All,crt f. 11,omil:!son resign~d a., Trustee and pursuant to the tenns of Thomasson Trust "B," Burgess A. Thomasson, Jr., was appointed as Trustee thereof. Thomasson Trmt "8" provides that it was to temiinate on the death of the beneficiary, Burgess Alfred Thomasson, and then be distributed to his the then living child or children. Burgess Alfred Thoma:;son died on January 9, 2000, and a Certified Copy of his Death Certificate is attached as an Exhibit to Affidavit recorded at lnstrument 1427587 of the Records. Upon the death of Burgess A. Thomasson, t.he property a, dci.cribcd on Exhibit A tx:camc distributable by the Trustee to Burgess A. Thomasson, Jr., as the sole child of Burgess Alfred Thomasson, deceased, and the sole residuary beneficiary of the Trust, who is the Grantee herein. The purpose of this Distribution Deed is to clarify on the public records that the Thomasson Trust B has terminated nccordinii to its terms by the death of Burgess A. Thomasson. and that pur~uant to the Trust's provisions the Propeny is now vested in and owned by the Grantee . NOW, THEREFORE, in consideratiun of the premises and other good and valuable consideration delivered by the Grantee to the Grantor, Granter docs hereby grant, distribute and 1757917 convey to the Grantee an undivided one-half (1/2) interest (constituting all of lht Trustee's interest) in and to that certain property situated in Baldwin County, Alabama, as more panicularly described on E><bibit A ofutched hereto llnd mlld.e "part h.,reof. This conveyance jg subject to D.J\Y ad vllorem taxes appropriate to said property, to all prior minenl reservations or conveyances, to all zoning laws, and to any and all matters of record, or which would be disclosed by an accurate survey or which would be visible on the surface . TO HA VE AND TO HOLD the same , together with all and singular, the rights, members, privileges, tenements, improvements, hered itamcnts, easements and appurtenances thereunto belonging or in anywise appertaining, subject, however, to the matters to which reference is hereinabove made, unto the Grantee and to the Grantee's heirs and assigns forever. fN WITNESS WHEREOr, Grantor has hereunto executed this instrument under seal on the 3«1 day of December, 20 I 3 .. STAT!:. Ur ALABAMA: COUNTY OF MOBILE: THOMASSON TRUST "B" Dated December 17, I 976 I, the undersigned notary public in and for the State of Alabama at Large, hen:by certify that Burgess A. Thomasson, Jr., whose name as T rustee of the Thomasson Trust "B" dated December 17, 1976, is signed to the foregoing instrume nt, and who is known to me, acknow ledged before me on this d11y that, being informed o f the come!)tS of said instrument, he, in his ""P""ily as such Tn1s1ce, executed the same voluntarily for and as the ac: of said Trust on the day the same bears date . \, Given under my hand a nd seal this 3rd day of December, 20 I 3. .' ., •· , • • _LZ~ t. /Jz ,_k ~~~~>··· .. _. · NOTARY PUBLIC / ~ r .. ;;_· ' My Commission expires: ~'1~/_, ,.:le,..::o_,_/_..{..__ __ _ .. REAL EST A TE SALES VALIDATION Grantor(s): Burgess A. Thomasson, Jr., 2s Trustee of the Thomasson Trust "8" dated December 17, 1 976. Property Addn:s:;co: 1912 Dauphin Street Mobile , AL 36606 One ➔Three Hwy. 98 -Montrose: Four ...... 17569 & 17957 Scenic Hwy 98 Gramee(s): Burgess A. Thomas~on, Jr. 1912 Daupnin Street Mobile, AL 36606 Date of Transfer: Dec. 3, 2013 (a.5 of Jan. 9, 200 0 -D.O.D. Burgess A . Thom~son, DQ~'d) Appraised Val ue 50% In terest: $2,488,830 _ _ ___ Fc..:a:.:circ:.:hc:.ooc:,;e:..c•:..:AL=---=--36:..:5..:.3.:c2 ____ __.l,_ _______________ __J 1757937 () EXHIBIT A This is E"hibit A (consisting oCFour Parcels on two pages) to that certa in Distribution Deed dated the 3rti day of December, 2013, by Burgess A. Thomasson, Jr .. as Trustee of Thomasson Trust "B" dated December l 7 , 1976 (the ·•orantor") to Burgess A. Thomasson, Jr. (the "Grantee'). as fo llo ws: 1757937 PARCEL ONE: Pro ■ t ~• Southoitt <:0rn1r •f Sectlog JI Tovn- ship 5 South, Rang• l Sut, iu11 lfU •'7:.0"lt 2J0().0O fHt; thine• f'R\ NU ·lO'•H"ll, ao.g4 feat lO ~n Iron pin on th• Wut rl1ht•of-.,ay ol U.S. Hlahvey 91 (fo111"l1n•), Slid Pill•t beiDI or a cune to ti... Nortlv<•H haYing a ra41ut ot S9 ,t06.90 fae-t 111d &lso tllc 11olnt of betlnnlns: thence T'\IJI llorthw11t~1rdly 1lon1 t•e &re of said eun·e 311. 13 {eot to • concrete ao11ua,1■t 11arlt■,t P. T. Station lM•H.95: thence TUii 11010 .34•.2r,"W. Sll. 9~ feH to u, lro11 plll 011 llid ri1IU ·0E•va·,· tl'CI\CO run $760·l0'•07"N, 1016.0 !eot to & COrtC?ltl MOnUlltnt &t tilt North~a,t corn•r oft~• John Jl.>rbe1 C~•nt Sectton '• rown•lllp I lou,h, •••a• i ltte: tl>oncc, run s1oi>.u•-01"e 35L'7 feet to• c;on=nui .-OfttJlltl\t; t~tn<:e run li&86 -n••U"E, H9.6G fe.,t to a concrete IIIOl\-nt; thtn<:, '"" ... 0 .10•-·.n"I , n.sa f••t to the polnt of ~eglnnl111, b all conraln1lll ll. 37 ac~••· PARC EL TWO: Lou ? atd 3 of ,Hoek One ar.d au o: s:oelc 18 of the VUla;e of Mantro.a as ~e; a plat Ulerecf tecorde:t in Deed 'SOok: ''E" • Pa.ge 188 of the racor•:ii of the Jlldge o! ?robate of ll~win County , IJ.ab~a: t.n all c:0nta!nin9 13. S4 ac:ra, and belng slt\14tod .In Seat1ot1. n, Town.tll1P :I. soath, ilAn11• z ~u, • PARCEL THREE FrOIII the Soud1a.ut comer ol Sactlcn 32, tow111!111> $ Sou1h, ila:i.;e :i i?•ot. ,~n trea0 -01•-n"w, l9RO.OO ,..,, to an~ Pin: ti!■""" ru.. :,iu0-oow, 70,34 f•at '° al\ l<oa ?'"' thMCo nm 576°-io·-o,-w, <H ,09 laYc to.,, iron pin on the Wnt riqln-oC-way of U.S. !!l<j11wiy gg (Courlaii•I and the point o[ bevltln11><1: than~s alono aaJII Wut ,1a:,c-oi• WlY, Nn NOt0-l( '-25-W, )13. 8) !oet to a ci;,ocret■ 1>on~- 111e11t mo,lced StU!OI\ 171000: tllenc. rur. se,0.09 •.41 "W, ZO , 00 fea to • COI\Cl'ete 111onument: thence run xotO•t6'· 02 'W, Z99. 79 Coet to a 00<1c:teto mo,w,,.ent; thence run t.ea0 - o~ ·-01 ·i:, 10 .oo !eat to e cl>flC:rete nonument llarl(ed liUt!o:i 17~~0 lhttu:,a run N'lll"-3S"-19"\'/. 105 .95 f.ot to • conoc■<e mocun:aent !Htked P.C. Stotl<ln LU+DG. 73 wblch l.s at the be• 91.Mltl; ot • c:urve to Ille l aet hovlll9 a radlu.a o[ 6, HS,H fee•; Ulence r11n Nonhweatwardly 1L.,n11 !he = ol Hid C\:CVe l, 147. 9 6 tes to 111, Jton pin at r1.tit-of-way sta~A 192+n. ~0; tllH10, Nn NIJ0 -n•-u -W, llS, 51 Cea, to an i:on pin; ther,ce n:n S7 ~o- 00 'W, 626.85 feet to i<ael pin: t.',e,ce ''"' su0 -oo•E, 2,Hl .90 feet to all Iron pin; theoee tv:i N7'°-% ~07 •c, ZOl. 76 la.t co \bc P01At of bcgtlll'.1119! Lau •nd ucepi t111 i:-.nwudly -.1\- atcns of t.edy&<CI, l'aylOt' and Cha:nn;sn Stro&tS u t,11c!!.ea~ by th• ?lat o! recoc:I ol the Villa~• 01 Montrose as rt<::CZ'Sed 111 D.,.d &oot.. •t•, P'o;e0 lS8 ol W RCG<1:S of <lie J.a:Q■ ot l'toNll of kldw1-, CQw.q,, Alohcarno. ~ow ra.Q:~1 "O" ~••Jnk\9 27,? acres , exclusive oC tha 4lortmentionl<I ttnlet eii:..,ntiaN, 2 .19 aClo~ bQ1n; In c:.,e mcte111\Gn5. ?ARCEL FOUR : TltAT PORTlON CS' LOT 9 Of THE lROOSl SURlfY Of TH£ POINT ClEAA TIV.CT L'llNG VIES T Of" THt. f!ICHJ•Of'-WAY Of SCENIC U.S. HIGtlW.-.Y NO. 98: SAIC PROP£Rn tEING I.IOI!£ P.._R11 CI.JLAA\.~ OEFINED BY r141s SURV.Y BASl:.l) UPON EXTANT NONUM[NTATIOi .... D t."1DENC~ A:; fOl.LOl'r.i: 6EG~ININC AT A CAARI/.Gf BOLT IN CONCRCT[ f O\.NO AT THE INltRSECTION OF THE NCRrtlv.€ST LINE Of LOT 9 Or TIIE lROOST SUl!\-£Y or lllE PQl(lfl CHAA TRACT WllH THE SOUTHWEST RIOHT- OF-WAY UN( Of SCtNIC V.S. IIIGrlWAY NO. 98 (70 fOOi RIGHT-Of-WAY); RUN 'TMENCE SOU™ 49-l4-3" EAST. ALONG S-<ID RICf!T-OF'-WAY UNE, 204.60 f£El TO AN ~CAPPED REBAA MARl<t:R N CONCRET£ Cfl Tu€ SOUTHEAST UNE Of SAIC LOT ~ Of' SA!O 'Tl!OOST SUR-.EY: 11\JN lHENCC SOUTH ~1 -2:1-14 WCST, ~ONC SAI O WUlliEAST LOT LIN£, e,e.:i1 f£ET TO /IN I/ION FENCE POST: CONTINUE THENCE SOUTH 41-25-14 'lot:ST, Al.ONO s~o SOUTHEAST LOT llliE. 1J!I FUT. l!OR( OR LESS, (TOHL OtSTANCE 1111$ c.-u Of' 7:.5 ITfT, lolORl' OA LESS) TO TH!c U.Sl£RN Sl10RE Of MOGIU: a ..... , 11UN THENCE NORTHVIES'IWAAOLY, ,ALOl'IC THE EAST!]lN SI-IOf'E CF MOBILE BAY, 199 FEET, 1,1ont 00 u:ss. TO A POIN T ON T~E AFORESAID NORlliWEST LINE 0.-W T 9: RUN THENCE NOR1H ~1 -00-00 EAST, ALOIIG SAil) NORlll'laEST LOT UN[, 14J F£CT, UORE OR LESS. TO Af.: IRON PIPE UAAKER; CON'llmJE THENCE NOllTH 41-00-00 EAST, At.ONG SAIC NORTHWEST LOT UNE, 811,81 FEE1 (TOTAL OISl ANCE THIS CALL Ot 755 FEfT. MORE OR LUS) TiJ THE POINr Cf' Btc;,NMINC: CONTAINING 2.053 ACRES , IIORf 0~ LESS. 1757937 CEP-2 APPLICATION FORA PERMIT TO IN STAL L (REPA IR) {A ~MALL-l·LUW ONS I I ~ SEW AGE DISl'O~AL SYSl LM " I.RO I GPD I ALABA~~A DEPARTMEl'T OF l'UOLIC ~l i,'.AL T lt For Depa rla,ent Ls, Only _____ County Health Deponment ______ LI ID re,mi1 No. ______ Dat~ Received _____ Date ~ec Paid ______ f~~ AlllUUlll _____ Receipt 1':o 0 New/Rclocat,011 0 Repair [J Tani.. Replacement 0 Ho ld ing Tank ~ -Gcncrnl ln funn•tion Applicant 1'ome To Be Completed and Sign«! by the Owner/Responsible Person Burgess A. Th om asso=n'-~L....._-~ ........ I.__ rlJJVm i'rt111) Prop~riy·s •E9 I I Addrt'SS (or di rection s 1f address not avail~b le) l •r om US HWY 98 in Fairh ope, tu.rn on Sibl ey St, Then lefl on 3rd. Property i~ located at the end o{Jrd St on the left. City r.nrnil Fair hope County AL ~+10 3~~ ~j~~~ Propen) SiZ1!_~2~.8~-acrc(s) or _____ sq.ft. (e~cluding ca.-ements. nood zones. etc .) Waler Source :81 Public O Private lf1h is propm) is within a Large -Flow Dc-clopnwn. comple1e the fo ll o\\ing i1cms: (~r,,,e Tl,11 ,1.,1 ,,l"p t1r cm1111·11wd11 Siu, D;,w,fop11wm Plw 11nfom10INJ1t r,·t.,m.._, 1/J tlr•s lol) Nam~of!RYelop111en1 Mon~\<--. ~ve.... :\)~cQ&... 1 Plal/l'h11Sc1Addition/Scctor _______________ Bloc~--Lot_ lleahh Dcpanmcnt Site l)evelopment Plan (including CEP-3 ection A Pn11 3) has be en revie11ed O Yes O No IF th is sys1c111 \\ill serve a d we llin 2/sl. co111ple1c th~ follm1in~ items wirh the tnt•I q uon1ity nfead,· 0wdlingls) __ l_ Ba<emeni(s) __ O_ \:umber of bedroom, 3 Sp:t/hot 1ub(s) 0 Wells/porobl~ springs NIA -- ,,his ;1wltul,•r r'lrtgnrio11 wi.'IW If thi s sys tem will serve nn es tabli shment(11), comple1e the fo ll owing ikms with rhe total quantit) of each : Nu111ber of huildings 10 be affee1ed by thb project_ Use Jf buildini:1 s) _________ --''"''''""~" w,,,,k. ,,~o.Jl. ,,,., Number of p111rons/dn)' ___ Number of employees ___ Numbe r of shifts __ _ Estimated WU l('r usuge (d esign now) ____ gpd and lor BOD/TSS _____ l bs./day l'l.f..ASE: Rt Al) BEFON.t: Sl l;,1;\t;: U\ :.1gn~ 111:. cn,hcnuoo. I ~m >llllC\ilhJ.l W 1n&irmJ1k.n m th1span ,,crn"lr,lck" tr11t._• ard Cf'lfreCI. nrd1ha1 lhtOSS \\ill t..- m.\Ulk,IUl\.\lfUII'@ oo 1hc'.-~~!n asawm\eJ hr~ ADPH anJ \\1II ~ nJ1ntnnN a:NorJm.:. I\> th.: 11'1-illll..f.h.--t~tr'), r-:com~~.11.1on.. the orcniuooanJ mu k,~mi:~ p1J1l.. alW th.: Pcmul ( undcr-s:1and t'Ut t"c propcrt)1 na111.-J in 1tu, ttflrJtca,on~hall nn1 De' lunhe1 J1\ ,,kJ. or t~ !!.) ,:c:-m thtrton mod1f1.:cl I\ an \ "'n). \\"thout O..ppr'\)\.'Bl h)' th.· I kallh U...-p;anmrnl. l a~kno\\l td,e 1h:>11h~• pi:rso, "tr, m~talls{r~pair.s)and ccrt.ii'--s 1h1s 01h ih.' ')'\l('ffl mus.1 be a l1ctn~d 111sta.ll(!f or 1ndl\•1du:1I \\ho' 1.i; m comp h.am.•c \\Uh lhe pr~v1>1on1t of n:i tc la\,. spi."'C'1nc:illy Act 99-57 1 (~. ll>?5. 1 1tlt 3..J , Chapter 11A, &:c 1io11s l·lbJ. a, .:rnh:Lcd. a11d a, in1pk111~111ed 1 d.1 llereby give ptnni!-slOn t t, Lh~ h~'11ltl1 Jc,1u.n.n1..:01 h •~nh."'r (ln!O ,he: pro~n) • .. 1 ·~•o,un.tbk h tiun,. 1l.1r ,he p.irpost' or'pMCC5!iin.g tlHS a ~l-pl 1Cu1ton /(this on.rit.t lT>{(ftl up,tfimri{,11 fr /hr '"' mr:iar<rtd .n•,rtt"r,,, f'r il••fi,u,J JJr 11,t omit( mlt,,. n11lmtq{(d,lm1 111,·,~1·/i ttJI Mj/f ht m:r(on1mf. rn,-11,mlth Dt'(ltlfflm.•,rl ,,~pmcl~ D'I tht Pro(11flOn(I/ 1::,a::i,11.•f!r ,. tltJ'4« ,,,,., ,Jt,, .-·nr,,,1,11umflll/(IUOrtlfu•,ntut.ru/ut1Jtua1,C"'fl H Dlf•IISlnctJi /iu11 r'Wirh du r t ,, T ,f/,Dt' urt,rw,r umrtHllli(lhi/l • O1111er/Responsible Person~~~..l:::J,,J,,(.~,_.________ '2..3 Mailing Address { 1 51f[ S~c., th~.1_8____________ _ __ Ci1y __ "EfNt.\!oP~ State ~L--Zip '!,(,$"31, CEP-2 3/2022 CEP-2 A PP l .l(:A TIO\ co ~n;,.;urn -SMA L L FLO\\ PART R -)Siem Pl•nning Sys\tm O.:slyn D Eng in"cred ~ Conwntlonal ~ Plot plan drawn to srolc attach(d (,.,., attac he d instructions•raiuired "ith all •!'l'lica,iom) D Cons1n1ctio n Plan altac hcd (see attached in.11ructions) •r.ugln..:-cr\al dc . .'\lgn S) ::,1c111 appHi,;mion~ mu!,t l 111.:IL1a:.k u construc.·t1,m pl 111. /\ con:imh.'\hm I>l un is no1 r~qL 1irtd for a S) s.h;:m g~nl!rati1g 1800 RullQ ns o r le~s ur~\\U~l.l (m~ h i~h Stn.'.n~th scwnR,el a da) proposini: [n u~ a \'OQ\\7!JI iorntl on.Sitt J~\\:lgc! disposal S} ~h:m Ap11lic11io11 Attachmenu: IX] Legal Desc ription o r Cop) of Deed 181 Vicinity ,\ltup (if necessary due to lac k of address or difficult l11co1ion1 ------··-···---·----,\PPLICA BL E SIGNATURES BELOW---------·--··----- FO R CO~\'E NT IONAL SYST EI\I S: [29 Engineer O Land :Surveyor D Ueo log ist D Soi l Class ifier O PHESS White Benjamin T ensaw En~ineering, LL C. F1n1 .\'fJn1~ f~( a,vJ/J~ublt•} _ _,._,15"-HM"and.All. Stc.i.5.8 __ S1n•e t or PO 8,1.,· Ba y Min ette City .AL ___.,3...,6S,....0 ..... 7 _ Sto" Z,pC.xi, 125 1) 33 1-171 1 bw hile@ tensawen gin ec ring.com I he reby certify tl1at the i11fom1•ti o11 co111ai11cd in 1his pan o fth~ ap plic ation. in cluding all N lmed anachmcnts, is compl et e, true, and t.:OI rc:t:1. ll \ Signaturc_-1·£-Lz!=,-......l!W::.ta<J:k:..,.3,;,~--Date 12/12/23 For Hpplil·~b e profe,sional;,. AL Regima1ion No. __ 2=6 .... 7 ... 7..:6 __ 18] Litcn..: N"'°""P) ,u ... hcJ FO R ENG INEE R DESIGNED S\'STEi\l S: By signing bclo11', I nckn owlNlgc that the ll callh Depa rt ment is relying upon my prof•••iun 11I liccn,c. j udgrncn 1, 1111<.I ,~ill to rnsur e 111111 the sy11em Is ln~talled nrcording to the s u bm illcd dcs4ln and In acco rcl :1nce \lilh a11111icoblc slotut~. rules, design manual,. and prntiurr manu~I,. Zip Co,t, Emmi I certify that 1he desi gn feat ures of the OSS at th~ address nbove ~ove been dcsi1:ned. speci fied. or approved h) ""· and confonn to design principl.?S app licable to such projects. In my professional judgment, th is S)'Sten1. "i,eu prnpcrl)' c-onstructed. operated, and maintained, "-111 achic,c 1he es1ablished pa-formance ~wndards. and cornpl} "ith appl cable statutes of the Statt of /\labama ond the AIJPH. Signa1ure. ___________________ Da te _____ _ Regi stratio n No.------D L1«n,< l'hot<Kq:>} au.-:hcd PA lff C-Sitt faaluation 0 CEP 2/3 Part C Site F.va lu~tio n Form atl~ch~d ,EP-2 1/Z 022 CE P-2/3 PART -C SITE EVALUATIO N DA TA Name of Appli cant/Establishme ntlDe vel opmenl _________ _.,8.,u..,r~g,.c,,ss"--'-'A ... ...,T .. b..,o,...m""'a""ss,,.,o .. n,.._ ________ _ Location/Address ___________ __li\,.l"o,.n .... truo,..s-"-e_.p_.r_.e..,se ... c_,,_.•e...,Pc..:l""JD...,'-J._ . .,o,.f _.) ___ _ ~ Enginerr 0 Land Surveyo r D Percolation Evaluator 0 So ilCl:mifior M ethod 11,it d O Gc0logi>1 0 Pl-l[SS (CCI'.:? Only) O u nifiell D Mapping D Mor phology :Xo11: ,\D ptrtol.cion ,, .. tu •••II be rcportrd . All ta l ing mrll,od , and rnuh , .,. ••bj«1 10 , r r iflcat ion b) 1hr L.I ID •n.Uor 111< AD PII. Holt Layer No. ID/H orizon • A Field Si'.li n: 42 Ho le Layer No. ID/Horizon • B Field Sizing ~2 CEP-2/'I 101202 1 1. Un ifie d / Mo 11;holog)· / Pe r co lotion Soil Bor ing 0Aro (Attach udd itionul s hctlS If necess a r y) De pt h of Do minant Upp,r/Lo -.er C olor cf i\lo ttles, R t dox, t i <. Bou ndarv Earh La ve r 0-12 10 YR S/4 12-18 7.5 YR 4/6 18-24 7.5 YR 5/8 24-32 5 VR 416 32-60 2.5 Y R S/8 55 mp i @ Rn1rtc1ion Rest rktion 1 y pe De pt h (i ■.) per To bie 7 Dt plh (i n.) >60 Depth o f Domina ■I Upper/Lowrr Color of Moules, R edox, etr. Boanda "' Eac h La,er 0-12 l0 YI0YRj 12-18 7.5 YR 4/6 18-24 7.5 YR 5/8 24-32 5 YR 416 3 2-60 2 .5 YR 5/8 55 m pi @ Res trict ion Res1rlc1 ion Ty p e Otpt h (i n.) per Table ? Depth (in.) >60 Texture T r\turr'"' 0 1her Gr oup • S C II S C II SC Ill SC m SC m Min im um Vfrtlca l Stparation Oisunct per T able 7 18 (in.) Textu re Te xtu re• Grou p • 0rher SC 11 SC II SC l U SC m SC 111 i\llnlrn um \'crt icu l Separ at io n Oistnn cc pe r T a ble 7 18 (I n.) Hole Layer Depth of Dominant Texture Upper/Lower Color of .\Ionics. Redo,. etc. T exture* Othe r No. ID/Ho rizon • B<lundan-Each Laver Group• Field Siz ing mpi @ Restriction Reuriction T ype Minimum Vertical Separation Depth (ia.) p•r Table 7 Distance per Table 7 Depth (in.) (in.) • Required for Unified/ Morphology m ethod~ only. 2 . Percolatio n T est Data (Allach additioaal sht•ets ifnecessHy) Extended Stabilized Satura tion Depth from rrocedure Percolation Date of Beginning I Beginning I Tomi Dopth S urface lo Percolation Testing Hole No. Percola tion End Tim e of F_.ndTimeof o r Hole (in.) Restrict ion Rate in ONoOYes Tests Saturation Testing (in.) Minutes per Inch J . P,·ulb,iu,rnl Suit Claoolner Mapping Darn nnachco D SITE EVALUATOR Primary E Df des ign is limited b)' the most restrictive test result as recorded for hole nu mber __ 2'------ I. Be njamin W . White, Professi onal E1igine4a. do he rcb) certify that th e aoove and attached (if app licabl•) soil tests were conducted as specified in Ruic 4~0-3-1 and are true and acc urate as prescn1~d. Sign ature ----+~~ __ W_j\_->t-----------Date ___ 1_2_/_1_2_/2_3 ___ Reg istrat ion No. __ 2_6_7_7_6 __ Address Phone (251) 331 -1 711 Fax ______ Emai l BWHITE@TENSAWENGINEER.h~G.COM Firm Name ___ T-=---=e~n'-=s-"a-'-\\'---' =E~n~g~i~n.::.c :.er:.:i"'nc.eg~.-=L=L"'.,,c ~·--Addrm 15 Hand Ave, Ste 158. Bav Minette, AL 36507 CEI'· 213 IOIW21 State of Alabama Board or Ucensure fa-Professional Engineer and land Surveyors License Type : Professional Engineer License Status: Acti1e BENJAMIN WAYNE WHIT!: 488?.1 FAWNS RUN BAY MINETIE Al.36507 STATE OF ALABAMA ~~~~ 2022 12023 B8'4JAMIN WAYNE WHITE I! oJ)' lcensod as• t-KOt-=aw>L ENGINEER Ucmse Number: Pl:26776 Slails: ldi\lle &JtreDlne 12/31/2023 \\Ullum R Huell El,l(L,til,O Director Vos ltcense lnbma!Jon as ri;ntecl below. r you hill8 any questions, r¥ if v"" = be ot ass.,tance, ?ease C-Onlact rhe &am mice. Date Ue<1""" Acth,• Un1il: 12/31/2U23 BuslnusAlliliation: Tensa·uErgin...,;no, 11 C Pett Cany Forward Hours: 1 Ucen9t StilUS Ac:live • A pe,scn w is curren1 inl licer5ed lo p,actice. Inactive -A peiso, w,o is not eng.:,ged in theenginccririg or land sur.eying practice 1.tich req..ires licensu,'8 in Alabama. Board Conlar;t lnfonnalion 334-242--5568 866-461-7640 tol free Nailing Adchss PO Box 304451 Mortgcmery, AL 361 l).4.,!51 Locatio n Map December 13. 2023 0 0 .0175 0.035 0.07 mi polyl ineLayer D Parcels --Lot Lines 0.12 km 0 0.03 0 .06 -Override1 -Centerlines 18:1 Conflicts KCS Botrw1n Counly PlctC?me~y Misc -C oastal C o ntrol Line □ County Boundary CoPfrgl'l!2019 N A -Depth to \Nater Table-Baldvtn C ounty, AJabama (Montrose PreseNe PUD) 4137[0 """" .,,.,, il \4taJ .,,.,, '""" 41◄100 Map 5'.ale: 1:5,0lOl~cnA=t {S.s"x ll")stttt -----------====---~ 100 2m m o~--:m~==c,,;oo~-----~llX>=""=====1,J;;t Nap oro.i!dlon: 'Web Men:::ator Co-net cocrci,ates: WG.584 6cge tics: llTM Zone 1 6N YJGS84 l/Sl>I Natural Resources Web Soil Survey iiiiii Conservation Sorvico NaUonel Co'!lernt,ve Soil Suivey """' 121 1212023 Page 1 of 4 N + 6\IIIUlll•lltt,l ,t+~i ~~-~~-4~ ;f .-'!:'c.r,\STF.o,!•.. ~f. ~ -· ~ -'G? •• ~ f fsNy.2~~ \ \ !!* o~b..i*= .., . E \ -.. l B '\ ~·•-t4G, t--l£.c't-•··~ I ~-~,;••·---·~, ,,,;,,/NW._...,.~,~ "'•lfl-11111''" f\. ?- i°',O /:\~S SIR l ( I 56 ------- -----~lie( 106' 105' ~2Q'pio?oseO \ \Ill a\el e.ase{('et>\ I \ -,:r--------· --------~-- \ I I Hole 115· 12· 16.340· 0 ~ ~ . -. -,~ -.-: A-"t.. ------t,174° i;g' ~ ~lA-1 ---------------- LOT 1 107' 7 22451 SF 2.8 1 AC 1,000 Gallon Septic Tonk -~ \ ---:,_;; -~ I --\.-__ _ 180 Lin ear Feet 36" lnfiltroi or Chamber ,:.16-~,•,i,J ~':)i-'2 ... ~~ 51..- I~ I I I I I ~ ~ ......... Ill O ..--"' ... .,, <O ~ ~ ~:;; ~<I:~ (P --> .! U) .,, ...... ..... ., - "0 C: •• C ·-CD '" :!: C :c >-_g .,, "' ll. ..-m ~1 (./] 7 :_j f-- ::,;.-J:· J ' -ipt-4fr Ct: w ... <1-3<::, I=!~ (/}<( <..., ~~ t=V> (/} ~ N o .... n > ., on ~;~ ~ U) _. n. ~ ,c( ~,,, .. 0 • Q. ~ --0 ]of :::-'~ INLET El ev. of ~~ Tonk Outl~o~· _ -fie~ :r Tonk Rim OUTLET fl:-,.__ _,--::~,£1ev. of Tonk In l et I -"'""---,.. ..... -- ho, S lope -d" per--'loot TYP IC AL PROFILE ~"lnfilt·otor Quick+ Standard Chamber pictured above for visual reference. TYPICAL CROS S SECTION nts N ATIVE SACKFILL n ts •in fil trotor IM-1 060 to n k pictured above for visual refer ence. Any other ADPH approved tonk moy b e substi tu t ed. If other tonk is used, see rnon u fo cturer specifications for dimensions. wms. 1. lh• mat.fGI• and the eo11etrvctlon of the Septic Tank and Effluent 1 3. •• Dlapoaal Fleld (EDF} lhall b• per the RIii• of the State Boord of H.alth, aur-, of EIIWWlm«1tol SeMoee Dh.W011 of Ccmmunlty Erwlronmental Protection. Chopt.-420-3-1. Onllt. Se~ Trwotment and Dflpo9ol, which -Gdopted by the stat• 8oGrd of Health Gild hae cri effectlw dote of F'ebNary 13, 2.()23. 2. 1he In.toiler mu.t ~ appropriate 0111.1tlon when lnetollln,;a the Onllte 5epllc Syatam (OSS). Hot oc:tl'llty ehall 114 permitted that wll damage the eol .tn,,;t...., No component of tlie OSS lholl be lnetolled durho tlm• when aol Is "t. a per the currmt ADPH RulM. 5. lh• lnatal.-I• r-.qund to follow U. lllQIUfQc;turw'• llp9dtlcatlone for the lnatallotJon of lftflbata-Olambw Producta. 8. 111a en~. Benjanln W. Wilt-. lhall be notified o minimum of 24 huu.-. prior to lnet:Gllatlon of any component of the OSS. 7. UUlly locatlona -opproxlmate where known. 111• In.taller la reaponllM to 'IW1fy uUlty loc:atlona and malntoh a\ updated Ona Col (811) Ucut. 8. It la the .-..ponelbllty of •• lnataller to loWlfy el.-..rtlon9 and elte clmllllionl prior to COMtNction of •Y compon.,t of the Olllihl Waatewcrt• Tl"Nlm•t ond D~ Sy.tan. Ele-,,atlone ond/« i,vda era ahown ps a\tUhble publlahed data. (UDAR. uses Quada, etc.) 9. 1h19 19 NOT o Boundary aurwy. Property lnee a!Olffl In thfa appl1catlan ._ token ITTlffl county tax mcipa. GIS cloto. « fllld .-oca,9 of ex1et1ng prc,pa"ty m---. I 0. Th• lnatdlar moy modify the C1rT111191ffl811t of the EDF for c;au""1tJonol *)Wlama oa IGng oa the EDF' remain• kl the clN9Mlted locatlon and the apeclfled ,....INd length of tnnch be m.t. 11. M.L SURFACE DRAIN.\GE SHAU. BE DIRECTED AWAY f'R<lol EDF. 12" ~~" COVE~ &', 1:?" ~:.,' Min Spoci~L:34" J SIJF DATA ~UMBER Of' BEDROOMS: 3 TANK SIZE: 1,000 GAL.LON TOTAL LENGTH ~ 36. CHAMBER: 180 LINEAR FEET ~UMBER Of' TRENCHES: 3 lillNIMUM TRENCH DEPTH: 12• UAXJMUM 'IBENCH OEPlH: 42• ~"'"'1111111,,,,, ~,,, II-BA ,,,~ .f 'r, \ ....... t-1 ~ I .. ·•~G T~·-•• ~~ a i No~67 ·~ I I *.«Z,,,~FE~ } * § I i{J~ ~: I \ <%~•.{4G I Nt~<>:-.•••~A-§ ~'¼,,:··· .. ••-'~ ~~ ,,,,,/''IN W . ~,,<$' ,,,,,, ... ,11,111 f • • I A 00 ... -It) 0 ... .-IO t,. .. "' ... • !::C"') ,..!. ::, ..I "' (J)<{M G) .. ~ >Cl>"' c( ~ ~ '0 C: •• C ·-a, o, ::::E C :c >, _g "' .. a. _m ~1 ·.n ~ t:1.1 f-. ':'. • ., , ,,, .. -. < ~ ~~ << ;,::t::i f;;o ...,o "'~ le!"' in~ 2,-. o"' ., N ,. "' ~-:2 ., .,,,, 0: :! _J -< .. U) ~-u u ~ ... 0. _.,, 0 C .C ~ ·6 L,. THIS !NSTRUMF.NT PREPARED WITIIOUT BENEFIT OF TITLE EXAMINATION OR SURVEY BY : Gregory L-. Leatherbury, Jr., Esq. Hand Arendall LLC Post Office Box 14 99 Fairhope, Alabama 36533 2S 1-990-0079 STA.TE Of ALABAMA : COVNTY OF BALDWIN: 8ALDWIK (O\JNTY . ALABAMl TI M RUSSEL L PROBATE JUOOf Filed/,ert . 1214120U 11 :◄6 All TOTAL S 11.00 4 Pl)Ct -~ C...> -c:ac=---=--~ DISTRIBUTION DEED IU~rai~jj~~~llrnl This Distribution Deed made by Bu rgess A. Thomasson, Jr .. as Trustee of Thomasson Trust "B" dated December I 7, 1976 (herein called the "Grantor") to Burgess A. Thomasson, Jr. (the "Grantee"). REC IT A LS: Thomasson Trust '"H" was established by Irrevocable Trust document dated December 17, 1976, which was recorded in its entirety including eKhib its on October 21S, 2013 at [nstrument No. 1426924 of the records in the Office of the Judge of Probate of Baldwin County, Alabama (the ··Records"), and is also referenced in that certai n Memorandum of Trust dated July 22, 1986, and recorded at Real Book 256, 1373 "' ·'"9·, of tbe Records . The property situated in Baldwin County, Alabama, as more panicularly 1kscribe<.I un Exhibit A ~tuichcd hereto and made a part hcn:of, w~ co nveyed by Isabelle B, Thomasson, a~ the Grantor, to Thomasson Tru st "B" by (i) deed executed and delivered on December 17, 1976, and which was recorded at Deed Book 507, pages 488-490 of the Records, and by (ii) deed eKcc·u1ed and delivered on July 25, 1986, and recorded at Real Property Book 256, ?age 1371 e1 seq. of the Records. On March 2, 1~4, Albert f. ThumD~~on rc,igm:d..., Trustee and pursuant to the terms of Thomasson Trust "B," Burgess A. Thomasson, Jr., wa s appoi nted as Trustee thereof. Thomasson Trust "8" provides that it wa~ to terminate on the death o f the benefic iary, Burgess Alfred Thomasson, and then be distributed to his the then living child or ch ildren . Burgess Alfred Thomasson died on January 9, 2000, a nd a Certified Copy of his Death Certificate is attached as an Exhibit Lo Affidavit recorded 111 Instrument 1427587 of t he Records . Upon the death or Burgess A. Thomasson, the property as described on Exhibit A became d istributable by the Trustee to Burgess A. Thomasson, Jr., as the sole child of 1:3urgess Alfred Thomasson, deceased , and the sole residuary beneficiary of the Trust, who is the Grantee herein. The purpose of this Distribution Deed is LO clarify on the public records th at the Thomasson Trust B has tenninated according lo its terms by the death of Burgess A. Thomasson. and that pursuant to the Trust's provisions the Property is now ~esled in and owned b~ the Grantee . NOW, THEREFORE , in consideration of the premises and other good and valuab le considerat ion del ivered by th e Grantee to the Gr11ntor, Grantor does hereby grant, distribute and 17S7937 convey to the Grantee an undiv ided one-ha lf (1/2) interest (constituting all or the Trustee's in1ercst) in end to that certain property ~i\\lated in Bald,..in County, Alabama, as more particularly de~ribed on EKhibil A Rcta~hed hcrelo 11nd made "part hereof. This conveyance is subject to any ad valorcm taxes appropriate to said property, to all prior mineral reservations or conveyances, to all zcning laws, and to any and all matters of record, or which would be disclosed by an accurate survey or which would be visible on the surrace. TO HA VE AND TO HOLD 1he same, Logc:ther wilh all and singular, the rights, members, privileges, tenements, improvements, hered 'taments, easements and appurcenances thereunto belonging or in anywise appertaining, subje;;\, however, to the matters 10 which reference is hereinabove made, unto the Grantee and to 1he Grantee's heirs and assigns foreve r. IN WITNESS WHEREOF, Grantor has hereunto executed this imtru ment under seal on the 3rd day of December, 2013 .. STATE OF ALABAMA: COUNTY OF MOBILE: THOMASSON TRUST "8" Dated December 17, 1976 !, the undersign~d notary public in and for the State of Alabama at Large, hereby certify that Burgess A. Thomasson, Jr, whose r.iame as Trustee of the Thomasson Trust "B" dated December 17, 1976, is signed to the foregoing instrument, and who is known 10 me, acknowledged before me on this day that, being informed of the contents of said instrument, he, in hi s capacity as such Trustee, executed the same voluntarily for and as the act of said Trust on the day the same bears date . Given under my hand and seal this 3rd day of December, 2013. ll~ $. J2z~4--: NOTARY PUBLIC I My Comm iss ion expi res: J..o./_;;. '-1-,J. o It. REAL ESTATE SALES VALIDATION '• :,, Grantor(s): Burgess A. Thomasson, Jr., as Granree(s): Burgess A. Thomasson, Jr. Trustee of the Thomasson Trust "B" dated 19 12 Dauphin Street December 17, 1976. Mobile, AL 36606 1912 Dauphin Street Mobile, AL 36606 Date of Transfer : Dec . 3. 2.013 (as of Jan. 9. 2000 Propeny Addresses; • O .O.D. Burgess A. Thoma,son, Ix~"d) One ➔Three Hwy. 98 -Montro~e; Four. ..... 17569 & 17957 Scenic Hwy 98 Appraised Value 50% Interest: $2,488,830 Fairho!le, AL 36532 1757937 EXHIBIT A This is Ei<llibit A (consisting of Four Pnn:els on two page$) to tht11 certain Distribution Deed dated the 3nl day of December, 20 13, by Burgess A. Thomasson. 1r-. as Tru.stee o f Thomasson Trust "B'' dated. Dc~mbcr I 7, 1976 {the .. Grantor'') to Burgess A. Thomasson. Jr. (the "Grantee'), a s follows: 1757937 PARCEL ONE: Pt\RC EL TWO : t.otl z and 3 of 3lo<:k One and all cf e:oek 19 of th• Villar;e of Montro•• a.11 ;>er a pl at thereof re=de:J Ir, O.od lOOI<; ''E" • !'a<ia 388 of tha racordi ol th.a fu.dqa of ?robate of lli!.dwin c:o...ntY' i\labwa· U\ all c:ontisininq ll,S4 ~c:ra. ud bolnQ situated IA S4Ctlon 3 z, TownsntP 5. s011tn, itlnge i i:~:.i • PARCEL THREE frOII tlle So~~eaat -er of SccUoll l 2, Towruhlo $ South, ~:>;• 2 Eut. •~n N'88°-01•-43•-w, L9 B0.00 fat: to u lrOI\ Pin.: tllenoa rua '.'114°-00'\'1, 759.14 feac '° an iron ;,1.-,; thence nm 571°-20'-07-W, ~25,09 fe•t to an .-on pin 011 the West rtQtl1-ot-w1y ot !J .s. Hlqnwiy n (ioll"laiit) and roe Poillt of b•illnnlll<r. thane• ~on; a&ld We&t tlgM•o!- w•r, na, NOIC•34'•1S"W, lll.Bl tu: 10 o eoneret• monu• m.enc 1110t1c•d swion 111+00, tll•,.;,., rut saeo..09•.41-w, iO,QQ feet fO l C:0ncr'ete .. onwntllt: theace CWl ~QJO-U•• 02 'W, ZiS. 79 feet to • oonaeta 111Ctw'llen1; thence run 1,es0 - 0l ·•01 ·.t, 10 .go tut to I coQCrate 11onwnent 111&1'1:.ed SUdon l7HO0.th~caru,, 110,c..3s•-19•w. 705.9S f•otto a cOC\oraca mocumant 1Hr~ed P.C. StatlOn lll•OG. 7:1 which I.& at the be• ~lnDlnQ of a CllrW t0 the Jill\ having a tadlH ac 6. Hs.,~ fe ... thel\Ce run N'athwutwarily oloni th• .ll'c of ntd cu,-ve i,147.96 ieet to aa Iron plll at rtc;llt-of-way n~~" 192+17 ,30; tlltno, run NL3°•n·-u "W, 3L$,ii feet t.o 1n i:on PIii: tntnoe ri.~ sa0 - 00'W. 6lli. as feet to a-04 pm: t.~Gace """ s14°.oo•E . 2, 1~1.90 ru, to u ll'OII p,a; ~ .. rua Nl'6°•21•07"E, Ul. 76 r.., io t he PGll\t ot l:lci;111r,1ng; less tl\CI exc:•11~ th~ .ttnwu<11y uten- sloos or Leclyud. 'n!.ylor >5nd Ch6~"'an Str•ets as 1.nd:c..ted by the 1>l1t oi recod ol the Villa~• ol MontrQse 111 re:ened In Dncl Book •t•, l'a-.e a&! cl I.be rec0<1:s of ct.e T~'o• ol l'<oblte ol lkaldwM> c-, MIIIMo>a; .. w fe.s•l ·c· ,;0M~ll>9 i7, 7 lCrU, exolu11ve of th• ll«t111t11tlone<1 street •~r.111tou, 2.U -•• \ie1,.._ In t.'w exu,1t1ons . PARCEL FOUR: lHAl POll110N CF LOT 9 Of TH£ 1ROOS1 SURI('( Of lH£ POINT CLE-'~ TRACl L 'l'ING WEST Of Tlif RIGi,T-01-"-WAY OF SC[NIC U.S. HIG!!WAY ~O. 9tl: SAID PROPERTY BEIIG MOR£. PAR110JL-'Rl.l OCFINEO Bl THIS SURVEY SASl:D UPON E~TANT MONUMENT-ATIOII AHO Ev!OENCE AS FOlLOWS, 8EGINN!MC AT A CAARII\Gl BOLl IN CONCl!C~ f'OLNO AT THE INTERSECllCJN or Tl<( NCR THY1£ST l:NE Of LOT 9 OF TH( !'ROOST SUR\1':Y OF' THE POINT CHAA TR,',CT W\11-j THE SOUTH)NEST RICHT- OF-WAY LINE Of SCENIC U.S. t,IGi"fWAY NO, gs (70 FOOT laG>!T-Of-WAY): RUN 'THENCE soun; 411-~J4 E"ST, ALONC SAID RICHT-Of'-WAl UN(, 20•.60 FEET TO AN UNCAPPED R!:BAR MAR1<£R I" CONCRETE Otl WE SOU'l'HEAST LINE OF SAID LOT 9 Of SNO lf!OOST SUR'IEY: RUN ll1ENC£ SOUTH 41-25-H W(ST, AJ..ONC SAID SOUlttEAST LOT LINE, &U.!11 FE'O To AN IR ON FENCE POST; CON11NV< THENCE SOUTH ♦l-25-1 4 ~Sl AlONC 51110 SOUlHtASl LOI LIN£, l.111 F"EIT, II~ OR LESS. (TOTAL 01STl'Nct: Tt,,S C"'-1. Of" 75, f"ffT, 1,>0l\f OR L<SS) TO lt1E: £.AS'ltflN SHOii£ Of M081LE 8A\'; RUN TMENCE NOR'TH'l'IESTWAROL Y, ALONG lttE EASTE,qN SHOl!E Of MOBILE BAY, 199 FEET, !,!ORE 00 U'3S, TO A POINT ON iHE AFOlll:SAIO HORTlfflEST LINE or l.OT S; RUN THENCE NORlH 41-00-00 EAST, ALONC. SAID NOl!THIIEST LOT Lill[. 143 FEIT, ~Ollc Oft LESS. TO ». l ~ON Pl?E lolllRKER; CONTINUE THENCE NO!lTH 41 -00-00 E"ST, !,I.ONG Si'/0 NORlH'il~ST LOT UNE, 611 ,8 1 FEIT (TOTAL OISTANCt THIS CALL Of" 75!1 fEfT, MORE: OR LESS) TO TH£ POIN T ~ 8EG\NHINC: CONTIIINNC 2,853 ACRES, 1,0DRf." OR LC.S. 1757917 Oiew be1 ry Eo911H1tws l1lC 251 990.9950 25353 Friendship Road 251 990 9910 fax lit Dewberry· Oc:1 pl\ne, AL 36526 www dewbe1ry com Project: Montrose Preserve PUD Utili!)': Daphne Utilities Date: Friday, January 12, 2024 Time: 9 :00am Obsen,atioos: S tatic H_ydrnul (Neuest lo Prnpused Projed) General L-Ocation: Dovecote Lane *Hydrant No. Latitude Loni:itude I S ize l\1alerial Static PS I Residua l PS I (Flow) 30.564342 -87.897438 I 6 PVC 70 For Best Results Residual Needs to Exceed 25% 77% Residual Flow Hydrant General Location: Taylor S treet *B ydrnnt No. L atitude L o ngitude I S ize Mat erial Pilot PS I 30_565 145 -87.897108 I 8 PVC 15 Calcul ations: Flow @ 20 PS I Hydrant Paint S cheme G PM 650 GPM @ 20 PS I Color Classification S tart-20 PS I 50 Less th a n 500 GPM Red C Residual PS I 54 500 -999 GPM Orange B GPM @ 20 PS I 624 1,000 -1,499 GPM Green A **Pressure Drop 77% 1,500 GPM & Above L ight B lue AA Cody Kachele / Dayne Busch lnspecror(s) • Hydrant number may be found on attached tag . ** Should be a minimum 10% pressure drop. if not may need to open additional downstream hydrants. Obtain Lat/Lon from your Goo)l.le Earth app. Set it to decimals, not degrees. 16 Exceeds 25% GPM 650 ijW Dewberry· January 22 , 2024 Hunter Simmons Planning Diiector City of Fairhope 451 Pecan Ave Ste. 200 Fairhope, AL 36532 RE: Mon trose Preserve PUD Traffic Study Dear Mr. Simmons, Dewberry Enameers Inc. 26353 Friendship Road Daphne, AL 36626 251 .990.9950 251 .990.9910 fa x www dewberry.com T he trip generations have been evaluated for the Montrose Preserve Phase 1 (3 lots) and they do n ot requiie a traffic study, Sincerely, ALBERT DANIEL THOMASSON & LE IGH THOMASSON BROWN 17569 SCENIC HWY 98 FAIRHOPE , AL 36532 To whom It may concern, DEWBERRY Is hereby authorized as our agent to represent me before the C ity of Fairhope's Planning Commission and/or City Council regarding Montrose Preserve PUD. S incerely, I I Owner #1 Signature Cate Owner #1 Print Name Cate Owner #2 Signature Date Owner #2 Print Name Date