Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
02-07-2022 Planning Commission Agenda Packet 2
LAWRENCE RDCity of FairhopePlanning Commission February 7, 2022 ¯ MARSHALLLN LAWRENCE RDSD 22.04 - Gables on Lawrence Legend RoadsParcelsPlanning Jurisdiction ^µ µ Project Name:Gables on LawrenceSite Data:19.92 acresProject Type:150-Unit MOPJurisdiction:Fairhope Planning JurisdictionZoning District:UnzonedPPIN Number:7618General Location:East side of Lawrence Road, south of County Road 48Surveyor of Record:SE CIVIL, LLCEngineer of Record:SE CIVIL, LLCOwner / Developer:68V BTR Holdings, LLCSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation: DenialPrepared by: Hunter Smmons Cl 1 SD 22.04 Gables of Lawrence MOP – February 7, 2022 Summary of Request: Applicant, SE Civil, LLC, acting on behalf of the Owner, 68V BTR Holdings, LLC, is requesting Preliminary Plat Approval of Gables on Lawrence, a 150-unit Multiple Occupancy Project. The property is approximately 19.92 acres and is located on the east side of Lawrence Road, 0.13 miles south of Grant Road. The subject property is Unzoned in Baldwin County but lies within Fairhope's Planning Jurisdiction and is being reviewed as a Multiple Occupancy Project (MOP) under the City of Fairhope’s Subdivision Regulations. All streets and utilities are proposed to be private and the responsibility of the property owner/manager. This project will also be reviewed by the Baldwin County Highway Department and the Baldwin County Planning Department. The Owner/Developer is 68V BTR Holdings, LLC. Also acting as Authorized Agents are Will Lowery with Terracore; Casey Pipes with Helmsing Law; Ron Yeager with MH Vertical; John Gray with Strategy PR; and Shane Bergin with Neel-Shaffer. Comments: - Utilities: All utilities are labeled to remain private inside the development. All connections and work within ROWS will require permitting from the appropriate jurisdictions. o Water – Water within the site will be private and will be master metered. Fairhope Utilities will upgrade existing water lines to support the proposed development. The upgrade shall be solely the Developers expense. An estimate of aid to construction costs was provided but will be recalculated at time of building permit to include potential revisions and material costs at that time. System development charges were amended and not included with the aid to construction estimates. o Sewer –All sewer, including the lift station, within the site will remain private to be installed and maintained by the Developer/Owner. Fairhope Utilities intends to install the off-site sewer force main north on Lawrence Rd at the Developer’s expense. An estimate of aid to construction costs was provided but will be recalculated at time of building permit to include potential revisions and material costs at that time. o Power – Power will be provided by Baldwin EMC. A revised availability letter was provided confirming Baldwin EMC will serve the entire site. Baldwin EMC also confirmed the location of the concrete drainage flume does not conflict with their easement. o Gas – Not requested o Communications – AT&T o Garbage will be collected in roll-out cans by Baldwin County Solid Waste. Traffic Study: A traffic study was completed by Shane Bergin. The study includes historical traffic counts as well as forecast in Year 2024 with the proposed development. The level-of-service (LOS) at the intersection of Co. Rd. 48 and Lawrence Rd currently operates at an acceptable level of service (Northbound and Southbound operate at an LOS of C). The analysis concluded with the recommendation an eastbound right-turn lane be at the SW intersection of County Road 48 and Lawrence Rd. The Developer will be responsible for installing the recommended improvements as proposed. Both roads are maintained by Baldwin County Highway Department. During their preliminary review, Baldwin County Highway Department provided the following comment: 2 SD 22.04 Gables of Lawrence MOP – February 7, 2022 The right turn lane on CR 48 will require additional ROW to achieve the additional turn lane, along with relocation of utilities that would not comply with the current utility manual for placement of utilities in the County ROW and that would be located within the safe clear zone (notably a power pole on the south west corner and natural gas valves). No one has contacted the Fairhope Gas Department about relocating the gas valves. The valves may be high-pressure and difficult to relocate. At this time, there has been no confirmation that the required ROW can be obtained. If approved, building permits shall be conditioned on the ability of the applicant to obtain the required ROW. In addition, a confirmation letter from each utility shall be provided with approval and a schedule for the relocation of the utilities. Drainage: The existing terrain of the site consists of three (3) separate basins. The first basin drains to the right-of-way ditch along the East side of Lawrence Rd. This basin discharges west under Lawrence Rd. via an 18”x28” RCAP where it eventually drains to an UT to Cowpen Creek. The second basin drains to the site’s southern property line where it leaves the site and immediately enters an existing wet pond on the adjacent property owner’s property. This pond discharges into a UT to Still Branch. The third basin drains to the site’s eastern property line where it is picked up by a different UT to Still Branch. The site is mostly vacant row crops with some areas that are grassed. - Water will be collected in a series of inlets and underground drainage pipes. The underground drainage pipes will discharge into one of two (2) wet detention ponds. Pond 1 is located at the northeast corner of the site and discharges to the site’s eastern property line. Pond 2 is located at the southern portion of the site and discharges to the site’s southern property line. - The total water quality volume provided within the two (2) wet ponds is 201,002 cubic feet of storage which is greater than the 69,503 cubic feet required. - Wet ponds, per the Subdivision Regulations, achieve the required 80% TSS removal. - Curbs and gutters channel storm water from the roadways. The storm water is then collected into wing inlets and yard inlets, which eventually is piped to the proposed stormwater ponds. Pond outfall structures will be installed in the pond and discharge into the existing discharge point at a controlled rate less than the pre-developed rate. - The City contracted John Cameron, of Neel-Shaffer, to perform a third-party review of the drainage. Mr. Cameron’s review comments and the applicant’s response and revisions are included in the packet. - Landscaping: o Landscape plans were revised to include more street trees. o Note that landscape buffers, as required by the City of Fairhope Tree Ordinance, are no longer applicable outside of the City of Fairhope corporate limits. o A fence and landscaping are proposed around the lift station. o Staff asked the applicant to consider a privacy fence/landscape screen along north and south property boundaries. No perimeter screening was provided. - Greenspace: The proposed project has a net density of 9.38 units per acre which requires 25% greenspace. In this case, that would require 4.98 acres minimum per the applicant’s calculations. 6.84 acres is the stated greenspace provided. Staff asked for the greenspace to be labeled, based on type, as listed in Table 4-1 Greenspace Categories and Types. Most of the greenspace was listed as Civic Type – Green (shown in the table below). 3 SD 22.04 Gables of Lawrence MOP – February 7, 2022 The description provides clear criteria for the ‘Green’ greenspace type. The proposed greenspace appears to be what is left over after the buildings were fitted into place and does not meet the requirements for the Civic Use – Green typology. Of the greenspace provided, none is bordered by a public right-of-way. As proposed, Staff does not feel the greenspace meets the Subdivision Regulations. Access Drive The City of Fairhope Subdivision Regulations do not allow private streets. However, Planning Commission has approved MOPs with a private access drive. For example, singular-loop drives were allowed in Carmel Park Flats and are recommended for approval within the Rockwell MOP being reviewed this month. The road network presented creates 90-degree turns and places buildings on the stub, or access, streets. As confirmed by E911, the layout, as proposed, will require a minimum of three street names for addressing purposes. Correspondence with Baldwin County E911 is included within the packet. Staff sees two options- amend the location of all buildings so they are accessed and can be addressed on the same ‘street’, or provide public streets that meet the standards of Article V, Section D. In addition, the private stub street may create problems in the future. Can potential public roads connect to a private street? Comprehensive Plan The comprehensive plan is an important decision-making guide as Fairhope grows. The preferred plan seeks to concentrate more intense development nearer to Villages. The Build-Out Analysis acknowledges areas around Village Centers will be denser and transition to lower density developments. This planning principle has been successfully utilized for many years and has been known by different terms. An example that has been discussed in recent years, known as the rural-urban transect, is shown below. Category Typ1: Green Description An greenspace for unstructur ed recr eat io n or aesthetic lan dscap i ng . A g reen i s border ed by pub l i c rig hts-of - w ay o n at least 2 sides , front building fa ca des, and form al landscaped elements to de fi ne i ts boundaries. Ge nerally, there are fe w constructed e lements exce pt as a formal entry to o r a focal po i n t for the g reen . M ust be specially de fined by landsca pi ng. Location Predom inant ly l ocated in res i dential neig hborhoods of subu rban or urban characte r. Size Recommendatio n 1/, to 3 acres Image 4 SD 22.04 Gables of Lawrence MOP – February 7, 2022 The nearest Village node is illustrated on the map below. As the crow flies, The Gables on Lawrence lies 1.14 miles away from the centroid of the nearest Village. Travel distance by vehicle increases to 1.52 miles. The Comprehensive Plan does not include exact distances to determine how transitions from dense to rural are achieved. Staff has utilized a common unit of measure – one-half mile – to evaluate whether a proposed development, either now or in the future, can provide intermodal connectivity to a Village Center. One-half mile is a planning standard used to determine how far people are willing to walk. Utilizing this analysis alone, objectively, the density proposed in The Gables on Lawrence is too much for this location. However, staff also reviewed the area within a half-mile of the site as shown on the map below. The adjacent properties are all Unzoned, with most of the nearby properties being larger, rural lots. There are also properties zoned R-1 and R-2 nearby. As the map illustrates, there is nothing remotely similar to the proposed project in the studied area. As proposed, the Gables on Lawrence is not consistent with the scale and character of the surrounding area. In previous cases, staff has been hesitant to utilize the Comprehensive Plan alone to recommend denial. However, in this case, staff believes the proposed project so grossly misses the intentions of the Comprehensive Plan, this alone should be grounds for denial. A T YPICAL R URAL-URBAN T RANSECT, \\~TH T RANSECT Zoi-rns 5 SD 22.04 Gables of Lawrence MOP – February 7, 2022 General Comments: • If approved, future subdivision of the property shall be restricted. • The City of Fairhope’s address is incorrect on the E&O Insurance. Staff Recommendation of Case SD 22.04 Gables on Lawrence MOP: Staff recommends Case SD 22.04 Gables on Lawrence MOP be Denied. Gables on Lawrence January 2022 LOCATION SKETCH SHEET1 of 2 JJMDRAWN: DATE: SCALE: JOB No.: N.T.S.SEALAFFIXREVISIONDATEPLANNED DEVELOPMENTSITE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-656620210979 1/19/22 CERTIFICATE OF OWNERSHIP WE, THE UNDERSIGNED, ____________________ AS PROPRIETOR(S), HAVE CAUSED THE LANDEMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN ASGABLES ON LAWRENCE, BALDWIN COUNTY, ALABAMA.DATED THIS ___ DAY OF _______________, 20____. _______________________________________________PRINT NAME SIGNATURE STATE OF ALABAMACOUNTY OF BALDWIN I,_______________, NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBYCERTIFY THAT _____________________, AS OWNER OF THE LANDS PLATTED HEREON ISSIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGEDBEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT,AND AS SUCH LEASEHOLD OWNER AND WITH FULL AUTHORITY, EXECUTED THE SAMEVOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAYOF______________________________. ________________________________________________NOTARY PUBLIC MY COMMISSION EXPIRES CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER THE UNDERSIGNED, AS COUNTY ENGINEER OF BALDWIN COUNTY, ALABAMA, HEREBYAPPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OFBALDWIN COUNTY, ALABAMA THIS ____ DAY OF _________________, 20___. ____________________________COUNTY ENGINEER CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY THE UNDERSIGNED, AS _____________________OF BALDWIN COUNTY PLANNING AND ZONINGCOMMISSION, HEREBY CERTIFIES THAT, AT IS MEETING OF______________________________,______________________________ THE BALDWIN COUNTY PLANNING AND ZONING COMMISSIONAPPROVED THE WITHIN PLAT FOR THE RECORDING OF THE SAME IN THE PROBATE OFFICE OFBALDWIN COUNTY, ALABAMA, THIS THE ____ DAY OF _________________, 20___. BY:____________________________ ITS:____________________________ CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY E-911 ADDRESSING THE UNDERSIGNED, AS AUTHORIZED BY THE BALDWIN COUNTY E-911 BOARD, HEREBYAPPROVES THE ROAD NAMES AS DEPICTED ON THE WITHIN PLAT AND HEREBY APPROVES THEWITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN, ALABAMATHIS ____ DAY OF _________________, 20___. ____________________________AUTHORIZED SIGNATURE CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY PLANNING DIRECTOR THE UNDERSIGNED, AS DIRECTOR OF THE BALDWIN COUNTY PLANNING AND ZONINGDEPARTMENT, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THEPROBATE OFFICE OF BALDWIN, ALABAMA THIS ____ DAY OF _________________, 20___. ____________________________PLANNING DIRECTOR PLANNING AND ZONING COMMISSION Gables onLawrenceFairhope, Alabama 365321/19/22 CITY OF FAIRHOPE RESUMBMITTAL I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRA\\1NG HAVE BEEN COMPLETED IN ACCORDANCE \\1TH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BAUD\\1N COUNTY, ALABAMA, SUBJECT TO A RIGHT-OF-WAY OVER AND ACROSS THE WESTERN END THEREOF FOR LAWRENCE ROAD, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: COMMENCE AT THE NORTHWEST CORNER OF SECTION 24, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 89'26'58" EAST, ALONG THE NORTH LINE OF SAID SECTION 24, A DISTANCE OF 30.00 FEET TO A 1/2" CAPPED REBAR ON THE EAST RIGHT-OF-WAY OF LAWRENCE ROAD FOR THE POINT OF BEGINNING: CONTINUE THENCE SOUTH 89"26'58" EAST, ALONG SAID SECTION LINE, A DISTANCE OF 1305.32 FEET TO A 1/2" REBAR: THENCE RUN SOUTH oo,a•14• WEST, ALONG THE EAST LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 24, A DISTANCE OF 167.27 FEET TO A 1" CRIMP TOP PIPE; THENCE RUN SOUTH 0018'34" WEST, ALONG THE EAST LINE OF SAID NORTH HALF, A DISTANCE OF 166.11 FEET TO A 1· CRIMP TOP PIPE; THENCE RUN SOUTH 00"38'02" WEST, ALONG THE EAST LINE OF SAID NORTH HALF, A DISTANCE OF 331.08 FEET TO A 1/2" REBAR; THENCE RUN NORTH 89"27'29" WEST. ALONG THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 24, A DISTANCE OF 1305.16 FEET TO A 1/2" REBAR ON THE AFOREMENTIONED EAST RIGHT-OF-WAY OF LAWRENCE ROAD; THENCE RUN NORTH 00"27'21" EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 664.66 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 19.92 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) DAVID E DIEHL AL. P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. NOTTO SCALE 87 8889 9091 92 94 93 95 9696 959 6 95949392 9193949596979897989798979695 95 9697 9897 96 96 98 99 97 100 101 102101 1001011 0 2 10 3104 0410310 3 102103 102 101 1009998979695 94 9392 88899091 87 86 84 85 83 82 81 787980778182 83 84 85 86 82838 4 8 5 868788899091929394 96 93 94 95 96 979899100101 95969791 92 93 94 95 96 97 98 969798999897979 9 9818" RCP18" RCP18" RCP18" RCP24" RCP24" RCP18" RCP18" CPP18" CMP18"X28-1/2" RCAPINV 10INV 101.85'INV 101.11'INV 101.16'INV 99.45'INV 99.23'INV 98.28'INV 98.62'INV 95.74'INV 95.51'INV 94.58'INV 95.08'INV 95.54'INV 95.67'INV 95.70'INV 95.75'INV 95.81'INV 96.215'INV 97.00'INV 96.86'ASPHALT DRIVE ASPHALT ENTRANCE ASPHALT DRIVE GRAVEL DRIVE CONCRETEDRIVE CONCRETEDRIVE GRAVELDRIVE 1/2" CRF(ILLEGIBLE) 1/2" RBF 1" CTIF 1" CTIF 1/2" CRF(MOORE) 1/2" RBF1" IPF 1/2" RBF 14+740+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+0014+0013+950+00 1+00 2+00 3+00 4+005+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 4+030+001+002+003+004+0013+97 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00 5+000+00 1+00 2+00 3+00 4+00 PALOMINO ST. (PRIVATE)LAWRENCE RD 60 FT. R/WPALOMINO ST. (PRIVATE) 05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673) 05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400) 05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130) 05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6) PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881) 05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382) PARCEL "B"05-46-06-23-0-000-001.000PIN: 7619CHAVERS, PENNY P GILLIAN19973 LAWRENCE RDFAIRHOPE AL 36532(RPB 452 PG 440) PARCEL 105-46-06-23-0-000-002.000PIN: 25251MOORE, GERALD LEE ETUX PHYLLIS M19905 LAWRENCE RDFAIRHOPE AL 36532(RPB 543 PG 344) PARCEL 205-46-06-23-0-000-002.002PIN: 76004POWELL, DANIEL H ETUX LINDA J19865 LAWRENCE RDFAIRHOPE AL 36532(RPB 657 PG 1498) 05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103) 05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300) 05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299) S89°26'58"E 30.00' S89°26'58"E 1305.32'N00°27'21"E 664.66'(R) S89°46'25"E 30.00' (R) S89°46'25"E 1305.70' N89°27'29"W 1305.16' (R) N89°46'40"W 1305.38'(R) N00°08'22"E 664.75'20' BUILDING SETBACK 20' BUILDING SETBACK BALDWIN COUNTY HIGHWAY CONSTRUCTION SETBACKPUBLIC RIGHT-OF-WAY DEEDED TO BALDWIN COUNTY, ALABAMA IN(REAL PROPERTY BOOK 369 PAGE 1667) (EXCEPTION 16)(75' FROM THE CENTERLINE OF RIGHT-OF-WAY)S00°29'05"W 116.87'N00°01'00"W 116.65'(R)S00°18'14"W 167.27'S00°18'34"W 166.11'S00°38'02"W 331.08'(R) S00°02'10"W 167.35'(R) S00°01'00"W 166.35'(R) S00°18'30"W 331.07'30' BUILDING SETBACKGPS CONTROL POINT/TEMPORARY BENCHMARK 1/2"CAPPED REBAR (SE CIVIL)ELEVATION 101.45' 28'24'49'51'29'32'44'33'CENTERLINE OFGRASS LINED SWALE CENTERLINE OFCONCRETE SWALE SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK 24'24'COMMON AREAWETPOND/GREEN SPACE77,874.21 SF COMMON AREAWETPOND/GREEN SPACE98,786.50 SF COMMON AREAGREEN SPACE108,835.17 SF COMMON AREAPOOL6,930 SF CLUBHOUSE 5 4 5 5 7 6 6 TOWNHOMEUNITS7,260 SF 4 TOWNHOMEUNITS4,840 SF 6 TOWNHOMEUNITS7,260 SF 4 TOWNHOME UNITS4,840 SF 4 TOWNHO ME UNITS4,840 SF6 TOWNHOME UNITS 7,740 SF 6 TOWNHOME UNITS7,740 SF 6 TOW N H O M E UNITS7,260 S F 6 TOWNHOME UNITS7,740 SF 6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF 6 TOWNHOME UNITS7,260 SF 6 TOW N H O M E UNITS7,260 S F 6 TOWNHO M E UNITS7,260 SF 6 TOWNHO M E UNITS7,260 SF 6 TOWNHOMEUNITS7,260 SF 6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,740 SF 6 TOW N H O M E UNITS7,260 S F 6 TOW N H O M E UNITS7,260 S F 6 TOWNHOMEUNITS7,260 SF6 TOWN H O M E UNITS7,260 SF 6 TOWNHOMEUNITS7,260 SF 6 TOWNHOMEUNITS7,260 SF 6 TOWNHOMEUNITS7,260 SF 6 TOWNHOMEUNITS7,260 SF05-46-06-14-0-000-013.006PIN: 46245SMITH, ROBERT CAREY ETAL SMITH, KRISHA20011 LAWRENCE RDFAIRHOPE AL 36532(INS #1648080) SHEET2 of 2 20210979 JJMDRAWN DATE SCALE JOB No.1/19/22 1"=50'SEALAFFIXREVISIONDATER Know what's below.before you dig.Call PLANNED DEVELOPMENTSITE PLANPROPOSEDEXISTING SITE PLAN LEGEND TRAFFIC CONTROL ARROW CURB & GUTTER STANDARD PARKING QUANTITY MEDIUM DUTY ASPHALT PAVING ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB VALLEY CURB BUILDING (UNDER ROOF) SITE ANALYSIS 189,455 SF SITE ACREAGE (PROPOSED) ±19.92 AC (869,075.95 SF) BUILDING SETBACKS: FRONT YARD:SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 75 FT FROM CL OF R.O.W. 20 FT 30 FT 35' BUILDING HEIGHT +/- 21 FT PROVIDED PARKING 484 SPACES REQUIRED PARKING 300 SPACES (SEE PARKING DATA) MAX. GROUND COVERAGE RATIO:N/A JURISDICTION BALDWIN COUNTY (C.O. FAIRHOPE ETJ) PERVIOUS AREA 8.70 AC (43.67%) IMPERVIOUS AREA 11.22 AC (56.33%) REQUIRED: ZONING UNZONED MAX. DENSITY: 12 UNITS/AC X Civil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-65662000255010050 SCALE Gables onLawrenceFairhope, Alabama 36532VICINITY MAP 1" = 1 MILE SITE NOTE:THE INTERNAL RIGHTS-OF-WAY, ROADS, EASEMENTS AND DRAINAGE FACILITIES AREPRIVATE AND WILL BE MAINTAINED BY THE DEVELOPER/OWNER. THE INTERNALRIGHT-OF-WAYS, ROADS, EASEMENTS AND DRAINAGE FACILITIES WILL NOT BEMAINTAINED BY BALDWIN COUNTY. IF INDIVIDUAL LOTS, SITES, UNITS, ETC., ARE TOBE SOLD, THE DEVELOPER/OWNER SHALL BE REQUIRED TO MEET THE CURRENTBALDWIN COUNTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME, AND THEPROPERTY SHALL BE BROUGHT INTO COMPLIANCE WITH THOSE REGULATIONSPRIOR TO SUCH SALE OR ATTEMPTED SALE. SITE DATA (BALDWIN COUNTY):1. ACREAGE IN TOTAL TRACT: 19.92 ACRES2. SMALLEST UNIT SIZE: 1210 SF3. TOTAL SQUARE FEET OF EACH UNIT: 125,840 SF (24') & 59,340 SF (28')4. TOTAL NUMBER OF LOTS OR UNITS: 1505. LINEAR FEET IN STREETS: 3,272 LF (PRIVATE)6. NUMBER OF PARKING SPACES: 484 SPACES*7. AMOUNT OF IMPERVIOUS SURFACE: 490,259.13 SF8. DENSITY: 7.5 UNITS/AC9. TOTAL SF OF ALL AREAS RESERVED FOR TOTAL OPEN SPACE: 464,272.23 SF (10.66 AC)10. TOTAL SF OF ALL AREAS RESERVED FOR USEABLE OPEN SPACE: 343,808.24 SF (7.89 AC) *EACH UNIT HAS SPACE FOR 2 VEHICLES IN THE DRIVEWAY & ONE (1) IN THE GARAGE, SO 450PARKING SPACES ARE AT THE UNITS. FLOOD ZONE:PROPERTY LIES IN FLOOD ZONE "X" UNSHADED AS SCALED FROM FLOOD INSURANCERATE MAPS NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664,SUFFIX "M', DATED APRIL 19, 2019. UTILITY PROVIDERS:WATER - FAIRHOPE PUBLIC UTILITIESSEWER - FAIRHOPE PUBLIC UTILITIESELECTRIC - BALDWIN EMCTELEPHONE - AT&T OWNER/DEVELOPER:68 V BTR HOLDINGS, LLC29891 WOODROW LANE STC 300SPANISH FORT, AL 36527 GREENSPACE CALCULATIONS (CITY OF FAIRHOPE):ACREAGE IN TOTAL TRACT: 19.92 ACRESWETLANDS: 0.00 ACRESPONDS: 1.98 ACRESASPHALT ROADS: 1.94 ACRESNET ACREAGE: 16.00 ACRESDENSITY (NET) = 150 UNITS/16.00 ACRES: 9.38 UNITS/ACREGREENSPACE REQUIRED (25% OF 19.92 ACRES): 4.98 ACRESGREENSPACE PROVIDED: 6.84 ACRES NOTE:IF INDIVIDUAL LOTS, SITES, UNITS, ETC., ARE TO BE SOLD, THE DEVELOPER/OWNERSHALL BE REQUIRED TO MEET THE CURRENT CITY OF FAIRHOPE SUBDIVISIONREGULATIONS IN EFFECT AT THAT TIME, AND THE PROPERTY SHALL BE BROUGHTINTO COMPLIANCE WITH THOSE REGULATIONS PRIOR TO SUCH SALE OR ATTEMPTEDSALE. CRF = CAPPED REBAR FOUNDCRS = CAPPED REBAR SETCMF = CONCRETE MONUMENT FOUNDRBF = REBAR FOUND(R) = RECORD DEED BEARING AND DISTANCE 1/19/22 CITY OF FAIRHOPE RESUMBMITTAL 0 0 ~ ~ C=:::J ~ C=:::J C=:::J 87 8889 9091 92 94 93 95 9696 959 6 95949392 9193949596979897989798979695 95 9697 9897 96 96 98 99 97 100 101 102101 1001011 0 2 10 3104 0410310 3 102103 102 101 1009998979695 94 9392 88899091 87 86 84 85 83 82 81 787980778182 83 84 85 86 82838 4 8 5 868788899091929394 96 93 94 95 96 979899100101 95969791 92 93 94 95 96 97 98 969798999897979 9 981/2" CRF(ILLEGIBLE) 1/2" RBF 1" CTIF 1" CTIF 1/2" CRF(MOORE) 1/2" RBF1" IPF 1/2" RBF GELDING ST.GELDING ST.PALO M I N O S T . PALO MI N O S T.GALLOP DR.LAWRENCE RD 60 FT. R/W05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673) 05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400) 05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130) 05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6) PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881) 05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382) PARCEL "B"05-46-06-23-0-000-001.000PIN: 7619CHAVERS, PENNY P GILLIAN19973 LAWRENCE RDFAIRHOPE AL 36532(RPB 452 PG 440) PARCEL 105-46-06-23-0-000-002.000PIN: 25251MOORE, GERALD LEE ETUX PHYLLIS M19905 LAWRENCE RDFAIRHOPE AL 36532(RPB 543 PG 344) PARCEL 205-46-06-23-0-000-002.002PIN: 76004POWELL, DANIEL H ETUX LINDA J19865 LAWRENCE RDFAIRHOPE AL 36532(RPB 657 PG 1498) 05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103) 05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300) 05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299) 05-46-06-14-0-000-013.006PIN: 46245SMITH, ROBERT CAREY ETAL SMITH, KRISHA20011 LAWRENCE RDFAIRHOPE AL 36532(INS #1648080) SHEETAERIAL 20210979 JJMDRAWN DATE SCALE JOB No.11/16/21 1"=50'SEALAFFIXREVISIONDATER Know what's below.before you dig.Call AERIAL WITH CONTOURSCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-65662000255010050 SCALE Gables onLawrenceFairhope, Alabama 36532 TABLE OF CONTENTSCOVERGRADING & DRAINAGE PLANC03C05C12EROSION & SEDIMENT CONTROL PLANDeveloper:68V BTR Holdings, LLC29891 Woodrow Lane Stc 300Spanish Fort, AL 36527C13C14C06 UTILITY PLANSIDEWALK, STREET LIGHT & SIGNAGE PLANRKnow what'sbelow.before you dig.CallC02PROPOSED CONSTRUCTION PLANSforGables on LawrenceFairhope, AL 36532C07C16Civil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566REVISIONS:NO.REVISIONDATE APPR.REVISIONSC10SANITARY SEWER PROFILESC170C01GENERAL NOTESENGINEER'S CERTIFICATEI, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certifythat I have reviewed the design herein which was done under my direct control and supervision and that, to the best of myprofessional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope MunicipalCode and to all other rules, regulations, laws, and ordinances applicable to my design.Project EngineerJanuary 19th, 2022Name of Project to which this Certificate Applies: Gables on Lawrence. Plans which are certified consist of Pages Cover Sheet thru C20.VICINITY MAPN.T.SCONTACTSGAS DEPARTMENTCITY OF FAIRHOPEMR. JEREMY LITTLE555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003WATER & SEWER DEPARTMENTCITY OF FAIRHOPEMR. JASON LANGLEY555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003BUILDING DEPARTMENTCITY OF FAIRHOPEMR. ERIK CORTINAS555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003BALDWIN EMCMR. BRIAN SEALSP.O. BOX 220SUMMERDALE, ALABAMA 36580-0220251-989-6247PLANNING/ZONING DEPARTMENTCITY OF FAIRHOPEMR. HUNTER SIMMONS555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003C11ISSUED FOR CITY/COUNTY APPROVAL11/16/21 TLSC15HIGHWAY DEPARTMENTMR. JOHN LUNDY22070 HWY. 59, 4TH FLOORROBERTSDALE, ALABAMA 36567251-580-1655BALDWIN COUNTYC08CONSTRUCTION DETAILSCONSTRUCTION DETAILSCONSTRUCTION DETAILSCONSTRUCTION DETAILSCONSTRUCTION DETAILSCONSTRUCTION DETAILSCONSTRUCTION DETAILSUTILITY PLANSTORM SEWER PROFILESCONSTRUCTION DETAILSC18SITE PLANC19GRADING & DRAINAGE PLANC04C09 STORM SEWER PROFILESSITECONSTRUCTION DETAILSC20D01 DEMOLITION PLANBOUNDARY & TOPOGRAPHIC SURVEY1CITY OF FAIRHOPE RESUBMITTAL1/19/22 TLS LAWRENCE RD 60 FT. R/WLEGEND:VICINITY MAPSITECivil LAWRENCE ROAD(251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDED1120210979S.DWG202109791" = 60' CHKD.RDCDRAWNJAFTOPOGRAPHIC SURVEYSURVEYOR'S CERTIFICATEPROPERTY BOUNDARY SURVEY0306012060 SCALESURVEYOR'S NOTES:TerraCore Development Services, LLCFLOOD STATEMENTPOINT OF BEGINNINGPOINT OF COMMENCEMENT(CULTIVATED / WOODED PROPERTY)19.92± ACRES[[] •HECTRICBOX ;;i: • f"IRE H'l'[)RANT 1: ~ : <ll • ~ -~ -i: 0 -@ -. -0 -®=t.<AGNOI.IA (3-c'< ~=PINE @-•~cm, Q-s~n~• ' -RPB• PG= -•-•-= 87888990919294939596969596 959493 9291939495969798979897 9897 96969798979696989997100101102101 100101102103104 104 103 1031021031021011009998979695949392 8889909187868485838281787980 77 818283848586828384858687 88 89 90919293949693949596979899100101959697919293949596979896979997979998XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWWWWWWWWWWWWWBUILDING1 STORYBRICKSHED1 STORYWOOD GARAGEW/ LEAN-TO1 STORYBRICKSHEDBUILDINGW/ LEAN-TOSHEDBARNSHEDSHED18" RCPINV 97.47'INV 96.96'GRAVELDRIVE18" 48" 18" 18" 22" 18" 18" 18" 18" 18" 18" 26" 26" 18" 24" 24" 18" 24" 20" 30" 30" 30" 30" 18" 36" 24" 22" 24" 36" 20" 30" 20" 20" 18" 26" 18" 20" 24" 24" 18" 18" 24" 30" 36" 22"22"30" LAWRENCE RD 60 FT. R/W11125434447682000255010050 SCALESHEETD0120210979JRBDRAWN:DATE:SCALE:JOB No.:1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallDEMOLTION PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 36532REMOVE EXISTING BUILDING, FOOTINGS, AND UTILITY SERVICES BACK TO RIGHT-OF-REMOVE EXISTING CONCRETE PAVEMENT.DEMOLITION SYMBOLS21REMOVE EXISTING GRAVEL DRIVE.3REMOVE EXISTING LIGHT POLE.56WAY. COORDINATE UTILITY DISCONNECTS WITH UTILITY PROVIDER. ANY PILES,REMOVE EXISTING FENCING, POSTS, AND FOOTINGS.4RELOCATE EXISTING OHP POLE. CONTRACTOR TO COORDINATE WITH BALDWIN EMC.7IF PRESENT, SHOULD BE CUT DOWN 3' BELOW IMPROVEMENTS.RELOCATE EXISTING CABLE BOX. CONTRACTOR TO COORDINATE WITH CABLE PROVIDER.8REMOVE EXISTING DRIVEWAY CULVERT AND ASSOCIATED HEADWALL STRUCTURES.1/19/22 CITY OF FAIRHOPE RESUMBMITTAL[!] \ \ \ \ I I I I / ~ I I □ 0 / / I I I / / / / / / / / / / / / / / I I / I I I / I / / / I / / I / I I I / ' \ \ \ D D D D D D D D n-, N <>-------I -//_/_~---~;_-~ /// / / ~---_ -:_~--tr-/ / -------/ I ' _,, J // 1 / / // P2 I I/ / // //'I( , ' <-------~---♦--------e ' ' \ ( I ,I ,\,,:: 0 //, I I I \\___'---. ~ ~ I ' ----'---' I\ \ ,__________ • --------------------L] \ --· '------i•---~ 0 ' --------F~ " --/ -~ -~ ~ '-\ '-.J '----I -----, /r '___, ' ___, I SHEETC0120210979JRBDRAWN:DATE:SCALE:JOB No.:1/19/22NTSSEALAFFIXREVISIONDATEGENERAL NOTESCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 36532NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURINGTHE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONSAT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES.PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGSSHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THEENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS.CONSTRUCTION ACTIVITIES.14.15.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITEDEXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID.TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIREDFOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESTHE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI.PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTEDCURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHINHANDICAP RAMPS SHALL BE PER ADA REQUIREMENTS AND LOCAL REGULATIONS.ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK.THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTINGON CLEAN ASPHALT OR CONCRETE. NOTIFY CITY OF FAIRHOPE & BALDWIN COUNTY 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTALA COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS.NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE.SITE PLAN NOTESREGULATIONS AND CODES. ALL WORK AND MATERIALS SHALL COMPLY WITH CITY OF FAIRHOPE & BALDWIN COUNTY INSPECTIONS.SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.1.2.3.4.5.6.7.8.9.10.11.12.13.1.2.3.REMOVE VEGETATION/PAVEMENT ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERSINSTALL THE CONSTRUCTION EXIT PER DETAILS.INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS.CONSTRUCTION SEQUENCE - PHASE 14.5.6.REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING.ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & DEMOLITION CAN BEGIN (PHASE 2).INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE.4.5.6.INSTALL TEMPORARY SEEDING AND MULCH ON DISTURBED AREAS TO PREVENT EXPOSED SOILS.DURING ROAD AND UTILITY CONSTRUCTION, MAINTAIN TEMPORARY SEEDING.CONSTRUCTION SEQUENCE - PHASE 2GRADE THE SITE TO SUB-GRADE ELEVATIONS, PREPARING THE SITE FOR FINAL SITE WORK.PERFORM GRADING TO INSTALL POND AND SEDIMENT FEATURES. ESTABLISH PERMANENT COVER1.INSTALL STORM SYSTEM AND UTILITIES.ON AREAS NOT EFFECTED BY ROAD AND UTILITY CONSTRUCTION.2.1.2.CALL FOR AN INSPECTION FROM THE QCP.ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION.STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL.CONSTRUCTION SEQUENCE - PHASE 33.INSTALL FINAL LANDSCAPING.4.INSTALL CURBING, SIDEWALKS, BUILDINGS AND PAVING. 7.AND CONSTRUCTION EXIT.DURING ROAD AND UTILITY CONSTRUCTION, INSPECT PERIMETER CONTROLS DAILY AND FIX ANY DEFICIENCIES.3.CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY,REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER.DRAINAGE EASMENTS, AND DETENTION PONDS. OTHER CLEARINGPAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. DEPENDING ON FINAL GRADING AND SLOPES.DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT UNDER DRAINS SHALL BE INSTALLED AT LOCATIONS IDENTIFIED BY THE SOILS ENGINEER. CONSTRUCTION. RESTAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN STAKING THROUGHOUT 16.17.18.19.20.1.2.4.EROSION CONTROL NOTESAND STATE AND FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER5.ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6.IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS ORALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH"ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS.IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND7.8.FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOKIMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS.ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREASTYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENTWITH LAND DISTURBING ACTIVITIES.11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND ANYDEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSIONCONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTIONTHE EXISTING SITE IS UN-DEVELOPED.ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED.CONTACT DAVID KING, QCI 251-990-6566.CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK).QUOTATIONS.REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THEINSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION.9.10.BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD.12.13.THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED.SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT.EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED1/3 OF THE CAPACITY OF THE DEVICE.MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ANDPRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THETRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.14.15.16.RESPONSIBILITY OF THE OWNER'S CONTRACTOR.17.18.19.THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED20.AT ONE TIME.EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATIONOF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONALEROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL ORTREAT THE SEDIMENT SOURCE.CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUTTHE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY21.CONSTRUCTION.BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES.24. NO DUST CONTROL IS ANTICIPATED. SHOULD DUST BE AN ISSUE, SITE WILL BE WATEREDTO MINIMIZE GENERATION OF DUST. DUST CONTROL IS ALSO ACCOMPLISHED BY MINIMIZINGTHE EXPOSURE OF BARE SOILS. UTILIZE TEMPORARY VEGETATION AND MULCHING TOCOVER BARE AREAS DURING CONSTRUCTION. UTILIZE PERMANENT VEGETATION TO CONTROLDUST FROM THE SITE AFTER CONSTRUCTION IS COMPLETE.25. WHERE LABELED FIP/CIP, FABRIC INLET PROTECTION TO BE INITIALLY INSTALLED ANDCONVERTED TO CURB INLET PROTECTION ONCE THROAT IS POURED.3.AREA TO BE DISTURBED=±20.12 ACRES.PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OFSTRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THEJOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS.ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILSENGINEER. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BEWELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE.ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIERINSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED.THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURINGCONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET.ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLICSAFETY ADJACENT TO THE CONSTRUCTION SITE.LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERALTHE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS, LATEST EDITION.9.10.11.12.13.14.15.16.CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE ENDOF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.17.TEMPORARY SEDIMENT BASIN FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONALPRIOR TO ANY OTHER CONSTRUCTION OR GRADING.18.ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.19.20.JUNCTION BOX = RIM; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX.DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE.WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX.DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THETHE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN.ALL DISTURBED AREAS NOT OTHERWISE COVERED BY PAVEMENT SHALL RECEIVE FOUR INCHESOF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN.THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, ANDEXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPESSTORM PIPE SHALL BE AS FOLLOWS:GRADING & DRAINAGE NOTESSTANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOTSTEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIORALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I.RCP, CLASS III PER ALDOT SPECIFICATIONS.COMPANY OR EQUAL.1.2.3.4.5.6.7.8.CONTRACTOR SHALL PROVIDE A VIDEO OF THE STORM SYSTEM.30" FOR ALL INTERNAL STREET INTERSECTIONS36" FOR ALL INTERSECTION WITH EXISTING COUNTY, STATE AND FEDERAL ROADSR1-1 STOP SIGN- DIAMOND GRADE- MINIMUM 0.080" THICKTRAFFIC SIGNAGE SHALL MEET STANDARDS IN ACCORDANCE WITH THE LATEST EDITION OFTHE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD):6" TALL WHITE ALL-CAPITAL LETTERING ON GREEN BACKGROUNDBRACKETS- VULCAN TYPE VS-8 VANDAL PROOF OR APPROVED EQUALSTREET NAME SIGN- 9" ALUMINUM EXTRUDED BLADE, HIGH INTENSITY PRISMATIC,ALL OTHER SIGNS- HIGH INTENSITY PRISMATIC OR BETTER- MINIMUM 0.080" THICKEMBEDDED NOT LESS THAN 3 FEET BELOW THE FINISHED GRADE ELEVATIONPOST FOR ALL SIGNS- #2 GALVANIZED U-CHANNEL OF APPROPRIATE HEIGHT21.26. SITE INSPECTIONS TO BE PERFORMED WHEN 3/4" RAIN EVENT OR GREATER OCCURS.22.23.24.25.DESIGN STANDARDS FOR NEW ROAD CONSTRUCTION (APPENDIX 4).ALL WORK AND MATERIALS WITHIN THE RIGHT OF WAY SHALL COMPLY WITH BALDWIN COUNTYTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THETHE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THEALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLICSAFETY ADJACENT TO THE CONSTRUCTION SITE.LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERALTHE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETSRESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION.8.9.10.11.THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFERTO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION.12.THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROMTHE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS.13.UTILITY NOTESCOMPLIANCE OF ALL SYSTEMS WITH THESE CODES.INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THEALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, ANDVALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS.OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING,CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONSTHE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBINGTHE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION INREQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BEACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS.ALL PVC WATER PIPE SHALL BE MARKED USING A TRACER WIRE BURIED BETWEEN 3 AND 6INCHES ABOVE THE TOP OF THE PIPE. TRACER WIRE SHALL BE NO. 12 COPPER WIRE WITH PLASTIC COATING. WIRE SHALL BE CARRIED UP THROUGH VALVE BOXES AND TERMINATED ASANITARY SEWER PVC GRAVITY AND FORCE MAINS SHALL HAVE METALIZED MARKING TAPE TO ALLOW FOR FUTURE LOCATING WITH STANDARD EQUIPMENT AND TO PROVIDE PROTECTION. TAPE SHALL BE BURIED BETWEEN 6 AND 12 INCHES ABOVE THE PIPE. TAPE SHALL BE GREEN, 1.2.3.4.5.MINIMUM OF 2 FEET ABOVE THE GROUND TO PERMIT CONNECTION OF LOCATING EQUIPMENT. NONMETALLIC BLUE MARKER TAPE SHALL BE BURIED APPROXIMATELY 15 INCHES ABOVE THE 3 INCHES WIDE, AND MARKED "CAUTION: BURIED SEWER LINE BELOW". FOURTEEN GAGE WIRE PRIOR TO BACKFILLING AND TESTING.THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCEWITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPUPVC WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241.PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 250 PSI, SDR 18 OR HEAVIER.WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241 FOR PRESSURE PIPE WITH IRON PIPE OUTSIDE DIAMETER OR AWWA C900. PIPE SHALL BE A MINIMUM CLASS 2506.7.THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 14.TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT A MINIMUM OF 150 PSI FOR 6 HOURS MINIMUMPLASTIC PIPE FOR GRAVITY SEWERS, STACKS AND LATERALS, AND FITTINGS SHALL BEUNPLASTICIZED POLYVINYL CHLORIDE (PVC), MEETING OR EXCEEDING ASTM SPECIFICATIOND3034 LATEST EDITION, CLASSIFICATION SDR 26. PVC GRAVITY SEWER PIPE SHALL BEINSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION.PVC PIPE FOR SANITARY SEWER FORCE MAINS SHALL CONFORM TO THE REQUIREMENTS OFASTM D2241 WITH MINIMUM CLASS 250 FOR PRESSURE PIPE WITH IRON PIPE OUTSIDEDIAMETER OR AWWA C900 WITH SDR 18 OR HEAVIER FOR PRESSURE PIPE WITH DUCTILE IRONPIPE OUTSIDE DIAMETER.FOR ASTM D2241 OR SDR 18 OR HEAVIER FOR AWWA C900.SHALL BE INSTALLED ONE FOOT ABOVE THE TOP OF PVC SEWER MAINS.TOP OF THE PIPE. TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND ON THE OWNER'S LIST OF MATERIALS AND APPROVED MANUFACTURERS.15.16.1/19/22 CITY OF FAIRHOPE RESUMBMITTAL 05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673)05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400)05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130)05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6)PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881)STRAUM FAMILY SUB(SLIDE 2324-D & 2751-A)05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382)JOHNNY G SUBDIVISION(SLIDE 2193-D)PARCEL "B"05-46-06-23-0-000-001.000PIN: 7619CHAVERS, PENNY P GILLIAN19973 LAWRENCE RDFAIRHOPE AL 36532(RPB 452 PG 440)PARCEL 105-46-06-23-0-000-002.000PIN: 25251MOORE, GERALD LEE ETUX PHYLLIS M19905 LAWRENCE RDFAIRHOPE AL 36532(RPB 543 PG 344)LAWRENCE SUBDIVISION(MB 12 PG 84)PARCEL 205-46-06-23-0-000-002.002PIN: 76004POWELL, DANIEL H ETUX LINDA J19865 LAWRENCE RDFAIRHOPE AL 36532(RPB 657 PG 1498)05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103)05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300)05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299)1/2" CRF(ILLEGIBLE)1/2" RBF1" CTIF1" CTIF1/2" CRF(MOORE)1/2" RBF1" IPF1/2" RBF14+740+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0013+950+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+004+030+001+002+003+004+0013+970+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+005+000+001+002+003+004+0005-46-06-14-0-000-013.006PIN: 46245SMITH, ROBERT CAREY ETAL SMITH, KRISHA20011 LAWRENCE RDFAIRHOPE AL 36532(INS #1648080)PALOMINO ST.(PRIVATE)LAWRENCE RD 60 FT. R/WPALOMINO ST.(PRIVATE)20'18'25'6'30'10'10'8'12'6'52'46'18'22'32'10'24'24'24'5'5'18'28'13'11'13'11'4'74'74'R25'R25'R324' R300'R453'R477'R862'R25'R62'R38'R424'R400'R25'R25'R25'R25'R25'20'R28'R28'R403'R747'R752'R248'R52'R53'R17'R250'R75'R190'6 TOWNHOMEUNITS7,260 SF4 TOWNHOMEUNITS4,840 SF6 TOWNHOMEUNITS7,260 SF4 TOWNHOMEUNITS4,840 SF4 TOWNHOMEUNITS4,840 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,740 SFCLUBHOUSE4,275 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SFR25'R25'CONCRETE SIDEWALK(TYP.) SEE DETAILCONCRETE PATIOINSTALLED BY TOWNHOMECONTRACTORVALLEY GUTTERTYPE "A" SEE DETAILCENTERLINE OFGRASS LINED SWALECENTERLINE OFCONCRETE FLUMECONCRETE DRIVEWAYINSTALLED BY TOWNHOMECONTRACTORCONCRETE SIDEWALK(TYP.) SEE DETAILCONCRETE SIDEWALK(TYP.) SEE DETAILVALLEY GUTTERTYPE "A" SEE DETAILVALLEY GUTTERTYPE "A" SEE DETAILINSTALL 2' STOP BAR(CLASS 2, TYPE ATHERMOPLASTIC)INSTALL SPEEDLIMIT SIGN (SEE DETAIL)CONCRETE SIDEWALK(TYP.) SEE DETAILCONCRETE SIDEWALKTO BE FLUSH W/ BOC(TYP.) SEE DETAILWET POND 1WET POND 25INSTALL 2' STOP BAR(CLASS 2, TYPE ATHERMOPLASTIC)6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF4557620'45' B.S.L.WHEEL STOP(TYP.) SEE DETAILWHEEL STOP(TYP.) SEE DETAILWHEEL STOP(TYP.) SEE DETAILHANDICAP PARKINGSEE DETAILFLUSH 12" RIBBON CURB(TYP.) SEE DETAIL168'96'144'POOLLIFT STATION PADREFER TO CITY OF FAIRHOPELIFT STATION STANDARD DETAIL20' B.S.L.20' B.S.L.30' B.S.L.MODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILMODIFIED VALLEYGUTTER SEE DETAILSHEETC0220210979JJMDRAWNDATESCALEJOB No.1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallSITE PLANPROPOSEDEXISTINGSITE PLAN LEGENDTRAFFIC CONTROL ARROWCURB & GUTTERSTANDARD PARKING QUANTITYMEDIUM DUTY ASPHALT PAVINGX" SYSL - X" WIDE SINGLE YELLOW SOLID LINEX" DYSL - X" WIDE DOUBLE YELLOW SOLID LINEX" SWSL - X" WIDE SINGLE WHITE SOLID LINEACCESSIBLE PARKING SPACECONCRETE PAVINGHEADER CURBVALLEY CURBXCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-65662000255010050 SCALEGables onLawrenceFairhope, Alabama 365321/19/22 CITY OF FAIRHOPE RESUMBMITTALI j-' V ~ :I,~~=~ I I . I ____,. ____,. ~ 0 0 ~ ~ c::::::::J G::::::J c::::::::J c::::::::J \ ----==-=-=--~~ J : I I ' : I I i I I 1 I ;: I I I I I ------==--=-~-==--~-=-=-=-?==-~[__--=-~ -r--- --- ---~----'·· I 87888990919294939596969596 959493 9291939495969798979897 9897 96969798979696989997100101102101 100101102103104 104 103 1031021031021011009998979695949392 8889909187868485838281787980 77 818283848586828384858687 88 89 90919293949693949596979899100101959697919293949596979896979997979998XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX18" RCP18" RCP18" RCP18" RCP24" RCP24" RCP18" RCP18" CPP18" CMP18"X28-1/2" RCAPINV 102.06'INV 101.85'INV 101.11'INV 101.16'INV 99.45'INV 99.23'INV 98.28'INV 98.62'INV 95.74'INV 95.51'INV 94.58'INV 95.08'INV 95.54'INV 95.67'INV 95.70'INV 95.75'INV 95.81'INV 96.215'INV 97.00'86'ASPHALT DRIVEASPHALT ENTRANCEASPHALT DRIVEGRAVEL DRIVECONCRETEDRIVECONCRETEDRIVEGRAVELDRIVE14+740+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0013+950+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+004+030+001+002+003+004+0013+970+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+005+000+001+002+003+004+003 TOWNHOMEUNITSFFE=103.756 TOWNHOMEUNITSFFE=103.006 TOWNHOMEUNITSFFE=101.652 TOWNHOMEUNITSFFE=98.756 TOWNHOMEUNITSFFE=101.752 TOWNHOMEUNITSFFE=95.90WET DETENTION POND 1POND TOP=86.00NWSE=81.00POND BOTTOM=76.00DHW(25-YR)=84.06DHW(100-YR)=84.94WET DETENTION POND 2POND TOP=95.50NWSE=91.00POND BOTTOM=86.00DHW(25-YR)=93.81DHW(100-YR)=94.542 TOWNHOMEUNITSFFE=98.252 TOWNHOMEUNITSFFE=94.004 TOWNHOMEUNITSFFE=97.506 TOWNHOMEUNITSFFE=97.506 TOWNHOMEUNITSFFE=98.256 TOWNHOMEUNITSFFE=98.256 TOWNHOMEUNITSFFE=96.603 TOWNHOMEUNITSFFE=94.006 TOWNHOMEUNITSFFE=95.406 TOWNHOMEUNITSFFE=96.506 TOWNHOMEUNITSFFE=97.756 TOWNHOMEUNITSFFE=98.256 TOWNHOMEUNITSFFE=98.256 TOWNHOMEUNITSFFE=99.003 TOWNHOMEUNITSFFE=102.903 TOWNHOMEUNITSFFE=101.00CLUBHOUSEFFE=102.05SAFETY BENCHSAFETY BENCHSAFETY BENCHSAFETY BENCHSAFETY BENCH6 TOWNHOMEUNITSFFE=100.252 TOWNHOMEUNITSFFE=92.903 TOWNHOMEUNITSFFE=100.402 TOWNHOMEUNITSFFE=96.752 TOWNHOMEUNITSFFE=92.502 TOWNHOMEUNITSFFE=91.003 TOWNHOMEUNITSFFE=91.953 TOWNHOMEUNITSFFE=90.953 TOWNHOMEUNITSFFE=95.003 TOWNHOMEUNITSFFE=101.903 TOWNHOMEUNITSFFE=100.953 TOWNHOMEUNITSFFE=99.953 TOWNHOMEUNITSFFE=100.00SAFETY BENCHB83002 TOWNHOMEUNITSFFE=97.752 TOWNHOMEUNITSFFE=94.403 TOWNHOMEUNITSFFE=103.253 TOWNHOMEUNITSFFE=99.90E2E1500F2F1600206A6A7A3A1A9A8104102101100107106105B3B2B1B9B12B11B10210209208207201200A5B5203B13211B4202109A11110108A10A12C2C1D1D2400103A4B7B6205204A2INSTALL CONCRETE DITCH ASEE DETAILINSTALL GRASS DITCH BSEE DETAILHANDICAP PARKINGAREA MAX. 2% SLOPEIN ALL DIRECTIONSHANDICAP PARKINGAREA MAX. 2% SLOPEIN ALL DIRECTIONSPALOMINO ST.(PRIVATE)LAWRENCE RD 60 FT. R/W929085818581807680768686 82817680 959190868690919595939193949596949596979192939695979697929697989810099101979810099101102101100999896979998971019997969510110210210095909094959797969698981001029897969797991019998979697969799979694939291919293959698971011009998LIFT STATIONPADFFE=94.0093908988878693INSTALL POND 2 OUTLETCONTROL STRUCTURE SEE DETAILPALOMINO ST.(PRIVATE)95.5095.5095.5095.5095.50101.96102.22101.98101.7296.1696.0496.4196.542000255010050 SCALESHEETC0320210979JRBDRAWN:DATE:SCALE:JOB No.:1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallGRADING & DRAINAGE PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566PROPOSEDEXISTINGGRADING & DRAINAGE PLAN LEGENDSTORM SEWER PIPINGJUNCTION BOX (JB)CONTOURSSPOT ELEVATIONXXX+ XXX.XXXXXXXX.XXTYPE "S" 2- WING INLET (DWCB)WEIR INLET (WI)TYPE "S" 1- WING INLET (SWCB)MITERED END SECTION (MES)Gables onLawrenceFairhope, Alabama 365321/19/22 CITY OF FAIRHOPE RESUMBMITTAL[!] I ) I -------// --/ / --~ -=------=-.: / -----~--N -------□ □ □ -= <>------- STORM LINE ASTRUCTURE:A1-MESA2-DWCBA3-DWCBA4-JBA5-SWCBA6-SWCBA7-SWCBA8-DWCBA9-DWCBA10-JBA11-WIA12-WIDETAILS:THROAT/GRATE/RIM = 80.09 INV IN = 76.00(100)THROAT/GRATE/RIM = 88.64 INV IN = 81.40(101) INV OUT = 76.18(100)THROAT/GRATE/RIM = 88.64 INV IN = 83.40(102) INV IN = 82.90(105) INV IN = 82.90(108) INV OUT = 82.40(101)THROAT/GRATE/RIM = 94.47 INV IN = 88.79(103) INV OUT = 88.79(102)THROAT/GRATE/RIM = 97.10 INV IN = 92.76(104) INV OUT = 92.76(103)THROAT/GRATE/RIM = 97.34 INV OUT = 93.84(104)THROAT/GRATE/RIM = 91.29 INV IN = 86.11(106) INV OUT = 86.11(105)THROAT/GRATE/RIM = 93.84 INV IN = 89.66(107) INV OUT = 89.16(106)THROAT/GRATE/RIM = 93.84 INV OUT = 90.23(107)THROAT/GRATE/RIM = 93.50 INV IN = 84.40(109) INV IN = 84.40(110) INV OUT = 83.90(108)THROAT/GRATE/RIM = 90.00 INV OUT = 85.25(109)THROAT/GRATE/RIM = 90.00 INV OUT = 85.96(110)STORM LINE ANAME100101102103104105106107108109110SIZE & TYPE42" RCP30" RCP18" RCP18" RCP18" RCP24" RCP24" RCP18" RCP24" RCP18" RCP18" RCPLENGTH61LF33LF179LF132LF36LF189LF179LF33LF100LF85LF78LFSLOPE0.30%2.99%3.00%3.00%3.00%1.70%1.70%1.70%1.00%1.00%1.99%STORM LINE BSTRUCTURE:B1-MESB2-DWCBB3-DWCBB4-JBB5-JBB6-SWCBB7-SWCBB8-WIB9-JBB10-SWCBB11-SWCBB12-SWCBB13-WIDETAILS:THROAT/GRATE/RIM = 88.95 INV IN = 86.00(200)THROAT/GRATE/RIM = 94.95 INV IN = 89.38(201) INV OUT = 86.25(200)THROAT/GRATE/RIM = 94.95 INV IN = 90.22(207) INV IN = 90.22(202) INV OUT = 89.72(201)THROAT/GRATE/RIM = 97.10 INV IN = 91.11(211) INV IN = 91.11(203) INV OUT = 91.11(202)THROAT/GRATE/RIM = 100.75 INV IN = 91.95(204) INV OUT = 91.95(203)THROAT/GRATE/RIM = 100.37 INV IN = 93.00(205) INV OUT = 93.00(204)THROAT/GRATE/RIM = 100.18 INV IN = 93.90(206) INV OUT = 93.40(205)THROAT/GRATE/RIM = 98.47 INV OUT = 94.97(206)THROAT/GRATE/RIM = 99.00 INV IN = 91.28(208) INV OUT = 91.28(207)THROAT/GRATE/RIM = 97.34 INV IN = 92.15(209) INV OUT = 91.65(208)THROAT/GRATE/RIM = 97.31 INV IN = 92.32(210) INV OUT = 92.32(209)THROAT/GRATE/RIM = 97.07 INV OUT = 92.48(210)THROAT/GRATE/RIM = 95.50 INV OUT = 91.79(211)STORM LINE BNAME200201202203204205206207208209210211SIZE & TYPE36" RCP30" RCP24" RCP24" RCP24" RCP24" RCP18" RCP24" RCP24 inch Concrete Pipe18" RCP18" RCP24" RCPLENGTH83LF33LF89LF84LF105LF40LF107LF213LF74LF33LF32LF68LFSLOPE0.30%1.02%1.00%1.00%1.00%1.01%1.00%0.50%0.50%0.51%0.50%1.00%STORM LINE ESTRUCTURE:E1-MESE2-WIDETAILS:THROAT/GRATE/RIM = 98.92 INV IN = 97.45(500)THROAT/GRATE/RIM = 100.75 INV OUT = 97.75(500)STORM LINE FSTRUCTURE:F1-MESF2-MESDETAILS:THROAT/GRATE/RIM = 95.97 INV IN = 94.50(600)THROAT/GRATE/RIM = 96.27 INV OUT = 94.80(600)STORM LINE ENAME500SIZE & TYPE22"X14" RCAPLENGTH100LFSLOPE0.30%STORM LINE FNAME600SIZE & TYPE22"x14" RCAPLENGTH100LFSLOPE0.30%JUNCTION BOX ELEVATIONS ARE SHOWN ABOVE AS TOP OF MANHOLE (RIM).SINGLE WING CATCH BASIN (SWCB), DOUBLE WING CATCH BASIN (DWCB), AND WEIR INLET(WI) SHOWN ABOVE ARE THROAT ELEVATIONS.DROP INLET (DI) SHOWN ABOVE ARE GRATE ELEVATIONS.SHEETC0420210979JRBDRAWN:DATE:SCALE:JOB No.:1/19/22N.T.S.SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallGRADING & DRAINAGE PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 365321/19/22 CITY OF FAIRHOPE RESUMBMITTAL[!] 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+7487888990919294939596969596 959493 9291939495969798979897 9897 9696979879696989997100101102101 100101102103104 104 103 1031021031021011009998979695949392 8889909187868485838281787980 77 818283848586828384858687 88 89 90919293949693949596979899100101959697919293949596979896979997979998XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673)05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400)05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130)05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6)PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881)STRAUM FAMILY SUB(SLIDE 2324-D & 2751-A)05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382)M05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103)05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300)05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299)18" 48" 18" 18" 22" 18" 18" 18" 18" 18" 18" 26" 26" 18" 24" 24" 18" 24" 20" 30" 30" 30" 20" 24" 24" 18" 18" 24" 30" 36" 22"22"30" RISHAPALOMINO ST.(PRIVATE)LAWRENCE RD 60 FT. R/W929085818581807680768686 8281 7680 95919086869091959593919394959694959697919293969597969792969798981009910197981009910110210110099989697999897101999796951011021021009590909495979796969898100102989796979799101999897969796979997969493929191929395969897101100999893908988878693PALOMINO ST.(PRIVATE)0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+974+030+001+002+003+000+001+002+003+004+005+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+95XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPFIPCIPCIPCIPCIPCIPCIPCIPCIPCIPCIPCIPCIPCIPCIPXXFIPWWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSBSBSBSBSBSBSBCEPTSMUPSINSTALL 10 TONSCLASS 2 RIPRAPINSTALL 10 TONSCLASS 2 RIPRAPINSTALL 40 TONSCLASS 2 RIPRAPINSTALL 10 TONSCLASS 2 RIPRAPINSTALL 70 TONSCLASS 2 RIPRAPXXXXXXXXXXXXXXXXXXXXXXXTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSTSMUPSXXFIP2000255010050 SCALESHEETC0520210979DRLDRAWN:DATE:SCALE:JOB No.:1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallEROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566FIPSBCEPLEGEND:MUTSPSECBOPDVCIPFIPCIPWGables onLawrenceFairhope, Alabama 365321/19/22 CITY OF FAIRHOPE RESUMBMITTALN n-, 87888990919294939596969596959493 9291939495969798979897 9897 969595969798979696989997100101102101 100101102103104 104 103 1031021031021011009998979695949392 8889909187868485838281787980 77 818283848586828384858687 88 89 90919293949693949596979899100101959697919293949596979896979997979998XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWWWWWWWWWWWWW05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673)05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400)05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130)05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6)PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881)STRAUM FAMILY SUB(SLIDE 2324-D & 2751-A)05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382)JOHNNY G SUBDIVISION(SLIDE 2193-D)PARCEL "B"05-46-06-23-0-000-001.000PIN: 7619CHAVERS, PENNY P GILLIAN19973 LAWRENCE RDFAIRHOPE AL 36532(RPB 452 PG 440)PARCEL 105-46-06-23-0-000-002.000PIN: 25251MOORE, GERALD LEE ETUX PHYLLIS M19905 LAWRENCE RDFAIRHOPE AL 36532(RPB 543 PG 344)LAWRENCE SUBDIVISION(MB 12 PG 84)PARCEL 205-46-06-23-0-000-002.002PIN: 76004POWELL, DANIEL H ETUX LINDA J19865 LAWRENCE RDFAIRHOPE AL 36532(RPB 657 PG 1498)05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103)05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300)05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299)18" 48" 18" 18" 22" 18" 18" 18" 18" 18" 18" 26" 26" 18" 24" 24" 18" 24" 20" 30" 30" 30" 20" 24" 24" 18" 18" 24" 30" 36" 22"22"30" 05-46-06-14-0-000-013.006PIN: 46245SMITH, ROBERT CAREY ETAL SMITH, KRISHA20011 LAWRENCE RDFAIRHOPE AL 36532(INS #1648080)PALOMINO ST.(PRIVATE)LAWRENCE RD 60 FT. R/WPALOMINO ST.(PRIVATE)0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+974+030+001+002+003+000+001+002+003+004+005+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0014+740+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+95MH-15MH-14SS SS SS S113MH-13SSS112MH-12SSSSSSSSS111MH-11SSSSSSS110MH-10SSSSSSSSSSSSS109MH-9SSSSS108MH-8SSSSSSS107MH-4SSSSSSSSS106MH-5SSSSSSS103MH-6SSSSSSSSS104MH-7SSSSSSSSS105MH-2MH-1SSS102S100WWWWWWWWWWWWWWWWWWWWWWW WC.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.WWWW W W WWC.O.WWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMWMH-3S101WWWC.O.C.O.CLEAN OUT (TYP.)SEE DETAIL6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.6" SS LATERAL@ 1.04% MIN.CLEAN OUT (TYP.)SEE DETAILCLEAN OUT (TYP.)SEE DETAIL8" PVC C-900WATER MAIN8" PVC C-900WATER MAIN8" PVC C-900WATER MAIN8" PVC C-900WATER MAIN8" PVC C-900WATER MAINCLEAN OUT (TYP.)SEE DETAILCLEAN OUT (TYP.)SEE DETAILINSTALL FIRE HYDRANTASSEMBLY (TYP.)SEE DETAILINSTALL FIRE HYDRANTASSEMBLY (TYP.)SEE DETAILINSTALL FIRE HYDRANTASSEMBLY (TYP.)SEE DETAILINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 8" TEE W/ MEGALUGS& TWO (2) M.J. GATE VALVESINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 22.5° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/SERVICE SADDLEINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL 2" DOMESTICWATER LINE W/SERVICE SADDLE8" - 45° BENDW/ MEGALUGS8" - 22.5° BENDW/ MEGALUGSINSTALL 8" 90° BENDW/ MEGALUGS, AND8" M.J. GATE VALVE.INSTALL 8" TEE W/ MEGALUGS,& TWO (2) 8" M.J. GATE VALVES8" WATER METER AND BFPPER UTILITY SPECIFICATIONS4" PVC CL250FORCE MAIN6" PVC CL250FORCE MAIN6" - 90° BENDW/ MEGALUGS6" PVC CL250FORCE MAIN8" TAP, SADDLE & VALVE6" - 90° BENDW/ MEGALUGSEXISTING 6" WATER MAINCONTRACTOR TO FIELDVERIFY EXACT LOCATIONEXISTING FIRE HYDRANTDIRECTIONAL BORE33LF - 8" WATER LINEWITH 16" STEELENCASEMENTIRRIGATION METER(2) 4" SCH. 40SLEEVES W/ CAPSTWO (2) SCH.40 SLEEVESW/ CAPSINSTALL 2" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDINSTALL M.J. GATEVALVE, 18 LF D.I.AND CAP6" - 90° BENDW/ MEGALUGSINSTALL 34" DOMESTICWATER LINE W/ SERVICESADDLE & 90° BENDTO LIFT STATION(2) 4" SCH. 40SLEEVES W/ CAPSEXISTING CABLE BOXTO BE RELOCATEDCOORDINATE WITHUTILITY PROVIDEREXISTING OHP POLETO BE RELOCATEDCOORDINATE WITHBALDWIN EMCREPAIR EXISTINGGRAVEL DRIVEAPPROX. LOCATION OFGAS MAIN CONTRACTORTO FIELD VERIFY EXACTLOCATIONPROPOSED WATER LINECONNECTION POINTCITY OF FAIRHOPE TO CONSTRUCTNEW 8" WATER LINE FROMFAIRHOPE AVE. TO THIS POINT6" PVC CL250FORCE MAINSANITARY STRUCURESSTRUCTURE:MH-1MH-2MH-3MH-4MH-5MH-6MH-7MH-8DETAILS:RIM = 94.00 INV IN = 78.74(S100)RIM = 94.00 INV IN = 78.90(S101) INV OUT = 78.80(S100)RIM = 93.00 INV IN = 79.13(S102) INV OUT = 79.03(S101)RIM = 90.64 INV IN = 79.70(S106) INV IN = 81.20(S103) INV OUT = 79.60(S102)RIM = 96.58 INV IN = 89.45(S104) INV OUT = 89.35(S103)RIM = 99.99 INV IN = 90.65(S105) INV OUT = 90.55(S104)RIM = 102.55 INV OUT = 91.90(S105)RIM = 91.53 INV IN = 80.81(S107) INV OUT = 80.71(S106)SANITARY STRUCURESSTRUCTURE:MH-9MH-10MH-11MH-12MH-13MH-14MH-15DETAILS:RIM = 94.87 INV IN = 83.60(S108) INV OUT = 83.50(S107)RIM = 95.07 INV IN = 84.25(S109) INV OUT = 84.15(S108)RIM = 96.93 INV IN = 85.90(S110) INV OUT = 85.80(S109)RIM = 95.93 INV IN = 86.80(S111) INV OUT = 86.70(S110)RIM = 97.01 INV IN = 88.15(S112) INV OUT = 87.90(S111)RIM = 97.66 INV IN = 88.60(S113) INV OUT = 88.50(S112)RIM = 100.40 INV OUT = 89.50(S113)SANITARY PIPESNAMES100S101S102S103S104S105S106SIZE & TYPE8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVCLENGTH16LF35LF118LF199LF275LF305LF252LFSLOPE0.40%0.38%0.40%4.10%0.40%0.41%0.40%SANITARY PIPESNAMES107S108S109S110S111S112S113SIZE & TYPE8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVCLENGTH228LF132LF384LF201LF275LF87LF220LFSLOPE1.18%0.42%0.40%0.40%0.40%0.40%0.41%2000255010050 SCALESHEETC0620210979JRBDRAWN:DATE:SCALE:JOB No.:1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallUTILITY PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566UTILITY PLAN LEGENDVALVEWATER SERVICEEXISTINGFMGFIRE HYDRANT ASSEMBLYMANHOLEWATERLOW PRESSURE FORCE MAINTHRUST BLOCKUNDERGROUND ELECTRICGASUGEPROPOSEDGOHPOVERHEAD POWERUGEOHPWWFMCLEAN OUTC.O.SSANITARY SEWER SERVICEWSWSGables onLawrenceFairhope, Alabama 36532MATCH LINE - SEE SHEET C71/19/22 CITY OF FAIRHOPE RESUMBMITTAL-----/ ,,,,,,-__ .,,,...., -I: .II N rR ... " " 0 • @ @ I 0 • ----=--r / ~ -< -l __ -~'~ . I . I llf----l"'--1_ I 101FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMPAVEMENT PATCH EXISTINGASPHALT DRIVE SEE DETAILREPAIR EXISTINGDIRT DRIVEREPAIR EXISTINGGRAVEL DRIVEREPAIR EXISTINGGRAVEL DRIVE6" PVC CL250FORCE MAINFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMCOUNTY ROAD 48 (80 FT. R/W) FMFMFMFMFM 6" TAP, SADDLE & VALVEEXISTING 6" FORCE MAIN6" PVC CL250FORCE MAINAPPROX. LOCATION OFEXISTING 6" FORCE MAIN.CONTRACTOR TO FIELDVERIFY EXACT LOCATION2000255010050 SCALESHEETC0720210979JRBDRAWN:DATE:SCALE:JOB No.:1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallUTILITY PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566UTILITY PLAN LEGENDVALVEWATER SERVICEEXISTINGFMGFIRE HYDRANT ASSEMBLYMANHOLEWATERLOW PRESSURE FORCE MAINTHRUST BLOCKUNDERGROUND ELECTRICGASUGEPROPOSEDGOHPOVERHEAD POWERUGEOHPWWFMCLEAN OUTC.O.SSANITARY SEWER SERVICEWSWSMATCH LINE - SEE SHEET C6Gables onLawrenceFairhope, Alabama 36532MATCH LINE - SEE BELOWMATCH LINE - SEE ABOVE1/19/22 CITY OF FAIRHOPE RESUMBMITTALI I I : _J__~~------~~----I l~~~ ~ -=----=-=----=-=--_____:_~_~II I (f-l -1,1 I t:---I I I I I I I I "' 0 0 I 0 I I I I I I -I ~:-=_ __ =--:d I I I I I I ~--"""""""'"'">-> ~~~~-~ z n--, 14+740+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0013+950+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+004+030+001+002+003+004+0013+970+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+005+000+001+002+003+004+00PALOMINO ST.(PRIVATE)LAWRENCE RD 60 FT. R/WPALOMINO ST.(PRIVATE)05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673)05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400)05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130)05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6)PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881)05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382)PARCEL "B"05-46-06-23-0-000-001.000PIN: 7619CHAVERS, PENNY P GILLIAN19973 LAWRENCE RDFAIRHOPE AL 36532(RPB 452 PG 440)PARCEL 105-46-06-23-0-000-002.000PIN: 25251MOORE, GERALD LEE ETUX PHYLLIS M19905 LAWRENCE RDFAIRHOPE AL 36532(RPB 543 PG 344)PARCEL 205-46-06-23-0-000-002.002PIN: 76004POWELL, DANIEL H ETUX LINDA J19865 LAWRENCE RDFAIRHOPE AL 36532(RPB 657 PG 1498)05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103)05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300)05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299)CONCRETE SIDEWALK(TYP.) SEE DETAILCONCRETE SIDEWALK(TYP.) SEE DETAILCONCRETE SIDEWALK(TYP.) SEE DETAILINSTALL 36" R1-1, DIAMONDGRADE, STOP SIGN &STREET SIGN W/ POST.(SEE DETAIL)INSTALL 36" R1-1, DIAMONDGRADE, STOP SIGN &STREET SIGN W/ POST.(SEE DETAIL)CONCRETE SIDEWALK(TYP.) SEE DETAILCONCRETE WORK TO BEINSTALLED BY TOWNHOMECONTRACTOR (TYP.)CONCRETE WORK TO BEINSTALLED BY TOWNHOMECONTRACTOR (TYP.)CONCRETE WORK TO BEINSTALLED BY TOWNHOMECONTRACTOR (TYP.)INSTALL STREETLIGHT (TYP.)INSTALL STREETLIGHT (TYP.)INSTALL STREETLIGHT (TYP.)INSTALL SPEED LIMITSIGN (SEE DETAIL)INSTALL STOP SIGN &STREET NAME SIGN(SEE DETAIL)INSTALL SPEED LIMITSIGN (SEE DETAIL)INSTALL STOP SIGN &STREET NAME SIGN(SEE DETAIL)INSTALL STOP SIGN &STREET NAME SIGN(SEE DETAIL)05-46-06-14-0-000-013.006PIN: 46245SMITH, ROBERT CAREY ETAL SMITH, KRISHA20011 LAWRENCE RDFAIRHOPE AL 36532(INS #1648080)SIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAILSIDEWALK TRANSITIONSEE DETAIL6 TOWNHOMEUNITS7,260 SF4 TOWNHOMEUNITS4,840 SF6 TOWNHOMEUNITS7,260 SF4 TOWNHOMEUNITS4,840 SF4 TOWNHOMEUNITS4,840 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,740 SFCLUBHOUSE4,275 SF6 TOWNHOMEUNITS7,740 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SF6 TOWNHOMEUNITS7,260 SFSHEETC0820210979DRLDRAWNDATESCALEJOB No.1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallSIDEWALK, STREET LIGHT,& SIGNAGE PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 365322000255010050 SCALEPROPOSEDEXISTINGSIDEWALK, STREETLIGHT &STOP BARVALLEY GUTTERSTREET LIGHTMEDIUM DUTY ASPHALT PAVINGX" SYSL - X" WIDE SINGLE YELLOW SOLID LINEX" DYSL - X" WIDE DOUBLE YELLOW SOLID LINEX" SWSL - X" WIDE SINGLE WHITE SOLID LINETRAFFIC CONTROL SIGNAGECONCRETE WORK BY TOWNHOME CONTRACTORCONCRETE SIDEWALK BY SITE CONTRACTORHEADER CURBEDGE OF PAVEMENTSIGNAGE PLAN LEGEND1/19/22 CITY OF FAIRHOPE RESUMBMITTALc---==::J c:::::::::J c:::::::::J ~ liillii!lllllli c:::::::::J I-----f-----j --+--N rR 87 8889 9091 92 94 93 95 9696 959 6 95949392 919394959697989798979897969697 9897 96 96 98 99 97 100 101 102101 1001011 0 2 10 3104 10 3 102103 100999695 94 9392 88899091 87 86 84 85 83 82 81 787980778182 83 84 85 86 82838 4 8 5 868788899091929394 96 93 94 95 96 979899100101 95969791 92 93 94 95 96 97 98 96979805-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673) 05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400) 05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130) FAIRHOPE AL 36533(RPB 432 PG 6) PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881) STRAUM FAMILY SUB(SLIDE 2324-D & 2751-A) () LIS M A J 05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M 05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L 05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON S O L O N I I I E T A L P H I P P S , L 1/2" CRF(ILLEGIBLE) 1/2" RBF 1" CTIF 1" CTIF 1/2" CRF(MOORE) 1/2" RBF1" IPF 1/2" RBF GELDING ST. (PRIVATE)GELDING ST.(PRIVATE)PALO M I N O S T . (PRIV A T E )PALO MI N O S T.(PRIVA T E)GALLOP DR.(PRIVATE)LAWRENCE RD 60 FT. R/W92 90 85 81 85 81 80 76 80 76 86868281768095 91 90 86 8690 91 959593 91 93 949596 94 95 96 97 91 92 93 96 9597 9697 9296 97 9898 100 99 101 9798100 99101 102 1011009998969799 98 97101999796 9510 1 10 2 102100959090 9 4 95 97 9796 96 98 9810 0 10 2 98 97 96 97 979910 19998 9796979697999796949392919 1 9 2 9 3 95 96 98 97 101 100 99 98 9390898887 86 93 18" 48" 18" 18" 22" 18" 18" 18" 18" 18" 18" 26" 26" 18" 24" 24" 18" 24" 20" 30" 30" 18" 36" 24" 22" 24" 36" 20" 30" 20" 20" 18" 26" 18" 20" 24" © 00 100'200'N O R T HScale: 1"= 100' TREE PRESERVATION & REMOVAL PLAN1 TREE PRESERVATION NOTES TREE PROTECTION 1/4" = 1'-0" Maintain existinggrade with the treeprotection fenceunless otherwiseindicated on theplans. 2" x 6' steel postsor approved equal. 5" thicklayer of mulch. Notes:1- See specifications for additional treeprotection requirements. 2- If there is no existing irrigation, seespecifications for watering requirements. 3- No pruning shall be performed exceptby approved arborist. 4- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal. 5- See site preparation plan for anymodifications with the Tree Protectionarea. SECTION VIEW KEEP OUTTREEPROTECTIONAREA 8.5" x 11"signlaminated inplastic spacedevery 50'along thefence. URBAN TREE FOUNDATION © 2014OPEN SOURCE FREE TO USE Tree Protectionfence: High densitypolyethylene fencingwith 3.5" x 1.5"openings; Color-orange. Steel postsinstalled at 8' o.c. 2 FX-PL-FX-TRMT-02 TREE PRESERVAllON CREDITS-Sec. 20 .5-1 m Tolal Tr.ae-s To Be Pre.-•H~rv•d: Tolal Tr41e Cr•dih Earn-ed : 18Tr.,,;;is 42Credits D.8M G..E.hLU..S. s.e.E.Cl..E.S CQUMON NAMF OIY CAFOIIS PFR JBFF TOTAi CREDITS J8'" M.at!..-.o lia graiditlora ri..l.3!:!riolia 1 l 2 JB '" Que,r cus virgini.ana 11'" Quercu~ ..,1rsini~n.11 :ill'" t'l!u~r(uS ..,,rR1n,~11.1 18.. Pin us ~P- :::tr P11lu<;. r,p. i4•• Pim..i--.. clliQ\i 21:,·· Pin us elli-oli ffiE E REMOVAL Liveoa;; Li~·e 0.:1( Sl.;ishP1ne Sl.1-i;.h l'1n~ -Sl-:.1~h Pmi:.! -Slash Pirie iO Talal Tr-ea-s To Ba F:emov-ed: 15 Tre-es Tc.I.'lil Tr.ae-Debits: :VJ Debits. llilll G.EM1.S :s..eE..CI..ES COHMON NAME C1I..Y DEBITS PER TREE TOTAi DEBITS l8.. (;:::1ryiJi w. H1,kory 3&.. Carva sp. Hidari,· :?(f' l1q~1(l.)1Yll_).l.' S\'p'r.).;ifl1.J,l '5,w(•(",p;u1ll 30·· Liq LJi dam ba • styr.a.~i f I 1.1a Sw e-e-\~u m "J"J" 011~((1.JS 24.. 0Ul'rCLJ~ JEt Quercu~ l8"" ,., .. 11:,·· JO' f'ir11..1-.. Pinu~ Pir,v--.. w. "Sl-:J~t1P111 c sp. '.Slash Pi rie •,p. Sl,1-i;.h l'1n(' 1 ~I-'--Sl-:.1~h Pmt: 1 --- TREE SURVEY DISC! AIMER: 1. ALL TREE SURVEY INFORMAT10N HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY S.E. CIVIL IREE PRESERVATION /REMOVAi NOJES• 1. ALL TREES PROPOSED FOR REMOVAL ARE SHOWN IN A SHADE OF GRAY W/ AN ~X~ ON TOP, WHILE ALL TREES TO BE PRESERVED ARE SHOWN IN BLACK. ------ -----' t I )} )---/;, Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. --- / / ------ ------- --- I I I -1 / : 1. 1 I ; ---~J -·-I " / / /\/ 1-----------------------------------------------L....~-====~I rn londscopeorchitecture land planning plocemoking Foley, Alabama ,!!! P. 251.948.7181 ii MobMe, Alabama P. 251.344.+o23 ·•-l,. ,..J Jackson,Mississippi .a,.: __. -.: ____. P. 601. 790.0781 D ES I G N Peasocolc. Flccldc P. 850.203.4252 landscape architects www.was-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, __________ _ ~ ~ Revisions / Submissions _ 10.25.21 ~CITY~S=UB=MITT~AI.~----- -~ _CITY_S_UB_MITT_AL _____ _ _ ~ ~CITY~S~UB~MITT~AI.~----- ------------ ------------ ------------ ------------ ------------ Copyriltit 2021 WAS Oesi11n Inc. These documents and their contents are the property of WAS Design. Ifft reproductions, 1WYillion11, rnodifk:ations or U11e of tt-documents without. the expmswrittencormentofWISDeoginillprohibitedbylaw. BC ,...,, vrw Project Manager LCW Prindpol 213421-003 Project No. 10.25.21 Dot, Sheel:Tltle TREE PRESERVATION & REMOVAL PLAN Sheet No. TPlOO 87 8889 9091 92 94 93 95 9696 959 6 95949392 919394959697989798979897969697 9897 96 96 98 99 97 100 101 102101 1001011 0 2 10 3104 10 3 102103 100999695 94 9392 88899091 87 86 84 85 83 82 81 787980778182 83 84 85 86 82838 4 8 5 868788899091929394 96 93 94 95 96 979899100101 95969791 92 93 94 95 96 97 98 96979805-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673) 05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400) 05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130) FAIRHOPE AL 36533(RPB 432 PG 6) PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881) STRAUM FAMILY SUB(SLIDE 2324-D & 2751-A) () LIS M A J 05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M 05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L 05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON S O L O N I I I E T A L P H I P P S , L 1/2" CRF(ILLEGIBLE) 1/2" RBF 1" CTIF 1" CTIF 1/2" CRF(MOORE) 1/2" RBF1" IPF 1/2" RBF 3 TOWNHOMEUNITSFFE=103.75 6 TOWNHOMEUNITSFFE=103.00 6 TOWNHOMEUNITSFFE=101.65 2 TOWNHOMEUNITSFFE=98.75 6 TOWNHOMEUNITSFFE=101.75 2 TOWN H O M E UNITSFFE=95. 9 0 WET DETENTION POND 1POND TOP=86.00NWSE=81.00POND BOTTOM=76.00DHW(25-YR)=84.06DHW(100-YR)=84.94 WET DETENTION POND 2POND TOP=95.50NWSE=91.00POND BOTTOM=86.00DHW(25-YR)=93.81DHW(100-YR)=94.54 2 TOWNHOME UNITSFFE=98.25 2 TOW N H O M E UNITSFFE=9 4 . 0 0 4 TOWNHO ME UNITSFFE=97.506 TOWNHOME UNITS FFE=97.50 6 TOWNHOME UNITSFFE=98.25 6 TOW N H O M E UNITSFFE=9 8 . 2 5 6 TOWNHOME UNITSFFE=96.60 3 TOWNHOMEUNITSFFE=94.006 TOWNHOMEUNITSFFE=95.40 6 TOWNHOME UNITSFFE=96.50 6 TOW N H O M E UNITSFFE=97 . 7 5 6 TOWNHO M E UNITSFFE=98.25 6 TOWNH O M E UNITS FFE=98.25 6 TOWNHOMEUNITSFFE=99.003 TOWNHOMEUNITSFFE=102.903 TOWNHOMEUNITSFFE=101.00CLUBHOUSEFFE=102.05 SAFET Y B E N C H SAFETY B E N C H SAFETY BENCH SAFETY BENCHSAFETY BENCH6 TOWNHOMEUNITSFFE=100.25 2 TOWN H O M E UNITSFFE=92. 9 0 3 TOWNHOMEUNITSFFE=100.40 2 TOWNHOME UNITSFFE=96.75 2 TOW N H O M E UNITSFFE=9 2 . 5 0 2 TOW N H O M E UNITSFFE=9 1 . 0 0 3 TOW N H O M E UNITSFFE=9 1 . 9 5 3 TOW N H O M E UNITSFFE=9 0 . 9 5 3 TOWNHOMEUNITSFFE=95.003 TOWNHOMEUNITSFFE=101.903 TOWNHOMEUNITSFFE=100.953 TOWNHOMEUNITSFFE=99.953 TOWNHOMEUNITSFFE=100.00SAFETY BENCH 2 TOWNHOMEUNITSFFE=97.75 2 TOWN H O M E UNITSFFE=94. 4 0 3 TOWNHOMEUNITSFFE=103.25 3 TOWNHOMEUNITSFFE=99.90 GELDING ST. (PRIVATE)GELDING ST.(PRIVATE)PALO M I N O S T . (PRIV A T E )PALO MI N O S T.(PRIVA T E)GALLOP DR.(PRIVATE)LAWRENCE RD 60 FT. R/W92 90 85 81 85 81 80 76 80 76 86868281768095 91 90 86 8690 91 959593 91 93 949596 94 95 96 97 91 92 93 96 9597 9697 9296 97 9898 100 99 101 9798100 99101 102 1011009998969799 98 97101999796 9510 1 10 2 102100959090 9 4 95 97 9796 96 98 9810 0 10 2 98 97 96 97 979910 19998 9796979697999796949392919 1 9 2 9 3 95 96 98 97 101 100 99 98 LIFT ST A T I O N PADFFE=94. 0 0 9390898887 86 93 INSTALL CONCRETE DITCH ASEE DETAIL INSTALL GRASS DITCH BSEE DETAIL HANDICAP PARKINGAREA MAX. 2% SLOPEIN ALL DIRECTIONS HANDICAP PARKINGAREA MAX. 2% SLOPEIN ALL DIRECTIONS INSTALL POND 2 OUTLETCONTROL STRUCTURE SEE DETAIL 18" 48" 18" 18" 22" 18" 18" 18" 18" 18" 26" 26" 18" 24" 24" 18" 24" 20" 30" 20" 24" TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS IE 6 ILEX X ATTENUATA `EAST PALATKA` EAST PALATKA HOLLY B&B OR CONT 2"CAL 6` LN 2 LAGERSTROEMIA INDICA `NATCHEZ` `NATCHEZ` CRAPE MYRTLE 30 GAL 8`-10` MINIMUM 3 TRUNKS; FULL HEAD LT 14 LIRIODENDRON TULIPIFERA TULIP TREE B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY QN 117 QUERCUS NUTTALLII NUTTALL OAK B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY QP 10 QUERCUS PHELLOS WILLOW OAK B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY QV 9 QUERCUS VIRGINIANA SOUTHERN LIVE OAK B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY TD 15 TAXODIUM DISTICHUM BALD CYPRESS B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS LP4 91 LOROPETALUM CHINENSIS `BURGUNDY` BURGUNDY LOROPETALUM 3 GAL 60" o.c. PLANT SCHEDULE © 00 50'100'N O R T HLANDSCAPE PLANTING PLAN1 DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP WOODEN FENCE TO SCREEN LIFT STATION 0 0 0 0 0 0 0 0 Scale: 1 "= 50' / ------ " ~ / / Q -~ I) -=---/-~=--~ -~-~-;,:--~0--~7/ --"--'--c-----''-----,__ 4t, ~ ~c:--1--,,,---'---~!ii,1~~~~~ -~ -~ -~~--~C)~;~--~--~-~-~-:-=-~---~~=i;=~_;_~--==OJ~· s-~~~~~~~~9~-~~i~~----i;J • I • ----------w "-__ / / -------- 1..,- londscopeorchitecture land planning plocemoking Foley, Alabama P. 251.948.7181 MobMe, Alabama P. 251.344.+o23 :.;, ~ ~ Jackson, Mississippi D ES I G N :~n~~~:i:~-~~!~o P. 850.203.4252 landscape architects www.wos-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, _______ _ ~ ~ Revisions / Submissions _ 10.25.21 =CITYc,_cS=UB""MITT-""AL~--- -~ ~CITY~S=UB=MITT=AL~--- -~ =CITY"--=SUB=MITTcc,AL~--- Copyriltit 2021 WAS Oesi11n Inc. These documents and their co~ts are 1:f1e P:JOPerty of WAS Design. Ifft reproductions, 1WY111101111, rnodifk:ations or U11e of tt-documents without. the expmswrittencormentofWISDeoginillprohibitedbylaw. BC R,g.....,n ,...,, vrw Project Manager LCW Prindpol 213421-003 Project No. 10.25.21 Oat, Sheel:Tltle LANDSCAPE PLANTING PLAN Sheet No. LPlOO © SHRUB PLANTING1 MULTI-TRUNK TREE STAKING x x 3 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TRENCH EDGE RE: DETAIL TENSION BAR 1" GUYLINE WEBBING ARROWHEAD ANCHOR KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE - MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE KEEP MULCH 2" - 3" FROM BASE OF TREE MULCH WATER WELL AREA TO 3" DEPTH. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHED GRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA FINISHED GRADE AT SHRUBS ROOTBALL 2X ROOTBALL ROOTBALL +3" PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS 4 A A B B TYPICAL PLANT SPACING2 x x x x x x x x x x x x x x x x x x x x GENERAL PLANTING NOTES5 "-cuRB SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. FORM 3 .. CONTINUOUS SAUCER AROUND PLANTING PIT t- i! O-1-•--1-•--Vf'---------------D-El'._A_IL---FI_LE_ = STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. '-2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. T'li~~~~llsl21&>:::.:-'•'F"c'7 -- _: ~ ==··---FORM SAUCER WITH 3" ~ ::=f" -1 -CONTINUOUS RIM f""i'i'"'--t,'f-L,f-'-"'li'=_ t_ 3" MULCH I ~ SPECIFIED PLANTING MIX. WATER 111, Ill_ I' 2X BALL DIA. AND TAMP TO REMOVE AIR POCKETS. GENERAi CONPITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. LANDSCAP E AR EA SOI L PR EPARATION PLANTING SOIL SHALL BE CREATED BY AMENDING TOPSOIL WITH THE ADDITION OF COMPOST. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTI-l OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTI-l OF 3/4 INCH. INCORPORATE UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTI-lER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST INCORPORATION, AS REQUIRED PER SOIL TEST (IF REQUESTED BY OVvNER). RAKE SOIL SURFACE SMOOTI-l PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF TI-lEM OFF OWNER'S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PL.ANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. Pl ANT MATERIAi AND Pl ANTING PL.ANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT ANY TIME. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A MINIMUM OF 24" BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF .36" BACK OF CURB O PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3" DEPTH PINE BARK □ 4" DEPTH SHREDDED HARDWOOD MULCH C8:J 3" DEPTH LONG LEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. 0 NOT TO SCALE 329399-D4 of,-1/_2 __ -_-1-'--0-.---------------3-29-3-43 ___ 0_1 0-1-.-_-1-•--0-.---------------32_9_3-43-.2-6 ___ 0_2 0-1.---1-.-----------------,,,32"9"'3""99,-_-:0-,-1 landscape architecture londplonning placemaking Foley, Alabama ,!!! P. 251.948.7181 ii MobMe, Alabama P. 251.344.+o23 ·•-l-. ,..J Jackson,Mississippi .A..: __. -.: ___. P. 601. 790.0781 D ES I G N Peasocolc. Flccldc P. 850.203.4252 landscape architects www.wos-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, ___________ _ ~ ~ Revisions / Submissions _ 10.25.21 ~C~ITY~SU=B=MITT~AI.~------ -~ _C_ITY_SU_B_MITT_AL ______ _ _ ~ ~C~ITY~SU=B~MITT~AI.~------ --------------- --------------- --------------- --------------- --------------- Copyriltit 2021 WAS Oesi11n Inc. These documents and their contents ore the property of WAS Design. Ifft reproductions, 1WYillion11, rnodifk:otions or use of tt-documents without. the expmswrittenconsentofWISDeoginillprohibitedbylaw. BC ,...,, vrw Project Manager LCW Prindpol 213421-003 Project No. 10.25.21 Dot, Sheel:Tltle LANDSCAPE PLANTING DETAILS Sheet No. LP500 05-46-06-24-0-000-006.005PIN: 41049STRAUM, JOHN T JRP O BOX 906CALIFORNIA MD 20619(RPB 32 PG 673)05-46-06-24-0-000-006.004PIN: 27222MARADIK, JOHN E ETALMARADIK, THERESE R;19951 GUNNISON RDFAIRHOPE AL 36532(INS #1664400)05-46-06-24-0-000-006.006PIN: 21519STOLAR, JOHN JR11260 MARSHALL LNFAIRHOPE AL 36532(INS #1721130)05-46-06-13-0-000-030.007PIN: 107663DUNLOP, GERALD DP O BOX 781FAIRHOPE AL 36533(RPB 432 PG 6)PARCEL "B"05-46-06-24-0-000-006.001PIN: 24380JOHNSON, JAMIE BICE19851 GUNNISON RDFAIRHOPE AL 36532(INS #1421881)STRAUM FAMILY SUB(SLIDE 2324-D & 2751-A)05-46-06-13-0-000-029.000PIN: 15678GABEL, ERNEST W JR ETAL GABEL, BARBARA A20190 CO RD 33FAIRHOPE AL 36532(INS #1545382)JOHNNY G SUBDIVISION(SLIDE 2193-D)PARCEL "B"05-46-06-23-0-000-001.000PIN: 7619CHAVERS, PENNY P GILLIAN19973 LAWRENCE RDFAIRHOPE AL 36532(RPB 452 PG 440)PARCEL 105-46-06-23-0-000-002.000PIN: 25251MOORE, GERALD LEE ETUX PHYLLIS M19905 LAWRENCE RDFAIRHOPE AL 36532(RPB 543 PG 344)LAWRENCE SUBDIVISION(MB 12 PG 84)PARCEL 205-46-06-23-0-000-002.002PIN: 76004POWELL, DANIEL H ETUX LINDA J19865 LAWRENCE RDFAIRHOPE AL 36532(RPB 657 PG 1498)05-46-06-24-0-000-008.000PIN: 46698FRISBEE, GLORIA M19846 LAWRENCE RDFAIRHOPE AL 36532(RPB 378 PG 1103)05-46-06-24-0-000-008.001PIN: 27397PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806300)05-46-06-24-0-000-008.002PIN: 21607PHIPPS, SEABRON SOLON III ETAL PHIPPS, L19822 LAWRENCE RDFAIRHOPE AL 36532(INS #806299)1/2" CRF(ILLEGIBLE)1/2" RBF1" CTIF1" CTIF1/2" CRF(MOORE)1/2" RBF1" IPF1/2" RBF14+740+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0013+950+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+004+030+001+002+003+004+0013+970+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+005+000+001+002+003+004+0005-46-06-14-0-000-013.006PIN: 46245SMITH, ROBERT CAREY ETAL SMITH, KRISHA20011 LAWRENCE RDFAIRHOPE AL 36532(INS #1648080)PALOMINO ST.(PRIVATE)LAWRENCE RD 60 FT. R/WPALOMINO ST.(PRIVATE)WET PONDGREENSPACE CREDIT0.19 ACRESWET PONDGREENSPACE CREDIT0.20 ACRESCIVIC OPEN SPACETYPE: GREEN2.53 ACRESCIVIC OPEN SPACETYPE: PLAYGROUND0.16 ACRESCIVIC OPEN SPACETYPE: GREEN1.20 ACRESCIVIC OPEN SPACETYPE: GREEN2.56 ACRESSHEETGS20210979JRBDRAWNDATESCALEJOB No.1/19/221"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallGREENSPACE PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-65662000255010050 SCALEGables onLawrenceFairhope, Alabama 36532GREENSPACE CALCULATIONS (CITY OF FAIRHOPE):ACREAGE IN TOTAL TRACT: 19.92 ACRESWETLANDS: 0.00 ACRESPONDS: 1.98 ACRESASPHALT ROADS: 1.94 ACRESNET ACREAGE: 16.00 ACRESDENSITY (NET) = 150 UNITS/16.00 ACRES: 9.38 UNITS/ACREGREENSPACE REQUIRED (25% OF 19.92 ACRES): 4.98 ACRESGREENSPACE PROVIDED: 6.84 ACRESOPEN SPACE (GREEN SPACE) CALCULATIONDENSITY: 9.38 UNITS PER ACREREQ'D 25% OF TOTAL GROSS AREA = 4.98 ACRESWETPOND 1 = 0.64 ACRES X 0.30% = 0.19 ACRESWETPOND 2 = 0.68 ACRES X 0.30% = 0.20 ACRESGREEN, POOL, PLAYGROUND, ETC. = 6.45 ACRESTOTAL = 6.84 ACRESCIVIC OPEN SPACE, TYPE: GREENCIVIC OPEN SPACE, TYPE: PLAYGROUNDWET POND AMENITY FEATURE (30% GREENSPACE CREDIT)AREAS NOT INCLUDEDLEGEND1/19/22 CITY OF FAIRHOPE RESUMBMITTAL---c=J c----=-1-=-----t ----------t-----:_ =-+------t--~ -+-----1-=------=---t ---I---=--+ ~ ---------t-------+-=" --=--+-----+---~-+=----1----+-=-------=-1--==--:-:- A-101A A A-101A SCALE: 1/4"=1'-0" FIRST FLOOR PLAN 'A' FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55A 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 Fairhope, AL 36526 Lawrence 24 feet UnitsA A-101A SCALE: 1/4"=1'-0" FIRST FLOOR PLAN 'B' 1. DIMENSIONS ARE SHOWN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATKlN OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FlXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PROVIDE BLOCKING />S REQUIRED AT TOIL.ITS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROVIDE SOUND BATT IN ALL INTERIOR WALLS AROUND RESTROOMS. [g] NEW 4"/6" WD. 0 INDICATES INTERIOR STUD PARTITION TYPE WALL 0 WINDOW ~ NEW 4n WO. STUD TYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING GJ SEE FINISH SCHEDULE §NEW4"WD. INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING <f> SEE SHEET A-501 <g> SEE SHEET A-5D1 WINDOW/ DOOR SCHEDULE DESCRIPTION SIZE @3060 3'-o"x6'-o" 246B 2'-4"x6'-8" DR. 266B 2'-6nx6'-8" DR. 306B 3' -o"x6' -a" DR. 9070 9'-o"x7'-o" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR Ll\1NG 1000 SQ. SECOND FLOOR LIVING 370 SQ. TOTAL LIVING 1370 SQ. GARAGE 205 SQ. FT. FT. FT. FT. PORCH 90 SQ. FT. 0 I -:.,. "' 24'-o" / CENTER LINE OF TENANT SEPARATION. ,_ ________________________ _, 4'-5" 12'-o" 7'-7'' 4'-10½" 4'-10½" 3'-4" 5'-4' ~ ~ ~ 0 ,-----rr;::::1~~~~:::i=;-1.-------------r ® ® ~'t----;,---r;:== <g>BF::JE~=c:::::c:=<g>:::/B::::;i I ® I EW BEDROOM-2 mD 4'-2,Jf 5'-3" EW EW -4• STR. MULL MASTER B@)M (b-_ "-5B -H h==:-=;::::~-;:,l~WAY ! ~ t:f'~ coo 1/ '.;:==;:=~ 246B ,F=;;;:;;;;;;;:;j It----+ I)( -F===;:==-==:'..'.:::l\~•6s BATH ~ mD ;;, /QI~ \.u M I w --i-7 REFRIG.I I ~ I 0 -H [; STOVE ~~ITCHEN 0 I "' I "' 0 ~@D - I : mSINK ! !:fio I , , ! D/W ! . I ~ _J_ '----, N \HOP COUNTER (TYPICAL EA UNIT) 7'-6"± ~ - 0 MASTER 0 BATH Gill ~ 2~ [Jg <~ 246B MASTER UTILITY~RYER CLT. GE) Gill 2468 B ~ j ::!~ STAIRS I c: ~ J 0 -. " c= '---'[> "' ~ < I ;,-, ,-----,GARAGE SLOPES IG : :oowN 2· ~ I 1 FROM REAR i ATTIC i TO FRONT : ACCESS: j ' ' ' ' ' ' ' ' ' ' ' ' INTERIOR PANEL BOX GARAGE @) 0 I 0 N ' - ~ "' I -:.,. 00 I ;,-, ~ 0 ' in ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGKTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO ~=======""""===1.Jl __ s_:_O_:_F_,,_FIT (EACH SIDE OF BLDG). !I 0 I ;,-, I ® ® EXIT-1 A_ --<g> }3068~ ~ MIN. '\_ ALL EXTERIOR WALLS TO HAVE R-13 BATT. INSULATION l ½"II ..,__--+----I ,._ ____ ...,,, 5'-0" 10'-7½" 1. ALL INTERIOR WALLS ARE 4" WD. STUDS WITH ½" G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6M WD. STUDS WITH Jf G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVf STAIRS: LVT (EQUAL TO) ROKPLANK SPC VINYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BD. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER 0 I CENTER LINE OF TENANT SEPARATION. 4'-5" 4'-10½" 4'-10½" 24'-o" 12'-o" 7'-7'' 3'-4" 5'-4' ® "''t--;,---i~=:::/:::=iE~~rr=='=::::/::::;-i ® EW EW ;,- I ;._ 0 I -:.,. -H 0 I 0 BEDROOM-2 mD 5'-3" 00 ~ TOVE KITCHEN ~o ~GID : mSINK 1 ':fio I , , ! D/W ! 1 _J_ '---' N HOP COUNTER (TYPICAL EA UNIT) 3068 4• STR. MULL MASTER BEDROOM OID ,-----!GARAGE SLOPES : :oowN 2· : :rnoM REAR : ATTIC :ro FRONT : ACCESS: j ' ' ' ' ' ' ' ' ' ' ' ' INTERIOR PANEL BOX GARAGE @) 0 I 0 N ALL EXTERIOR WALLS TO HAVE R-13 BATT. INSULATION 10'-7½" 1. ALL INTERIOR WALLS ARE 4" WD. STUDS WITH ½" G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WO. STUDS WITH Jf G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVT STAJRS: LVT (EQUAL TO) ROKPLANK SPC VlNYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BD. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER CENTER LINE OF TENANT SEPARATION. ~ -sf I "' 00 I ;.-, WATER HEATER DISCONNECT (TYP. EA UNIT) ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIDE OF BLDG). PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee l Til le FIRST FLOOR PLANS A AND B WITH NOTES AND LEGEND A-101B Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55A 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 Fairhope, AL 36526 Lawrence 24 feet UnitsA A-101B SCALE: 1/4"=1'-0" FIRST FLOOR PLAN 'C' 1 A-101B SCALE: 1/4"=1'-0" KEY PLAN FOR 4 PLEX BUILDING 6 PLEX BUILDING - SIMILAR FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES 1. DIMENSIONS ARE SHOWN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATION OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. All MATERIALS, FIXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFlCATIONS AND RECOMMENDATIONS. 4. PROVIDE BLOCKING AS REQUIRED AT TOILETS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROv1DE SOUND BATT IN ALL INTERIOR WALLS AROUND RESTROOMS. [g] NEW 4"/6" WO. ~ INDICATES INTERIOR STUD PARTITION TYPE WALL @ WINDOW [§ NEW 4" WO. STUD lYPE WALL WITH EXTERIOR ROOM NUMBER, LAP Sl~NG ~ SEE FINISH SCHEDULE NEW 4" WO. ~ INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING 0 SEE SHEET A-501 ¢ SEE SHEET A-5D1 WINDOW I DOOR SCHEDULE DESCRIPTION SIZE @ 3060 3•-o·x6'-0" 2468 2'-4.x6'-8" DR. 2668 2'-6•x6'-8" DR. 3068 3'-0nx6'-8" DR. 907D 9'-0Mx7'-0" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR LIVING 1000 SQ. SECOND FLOOR LIVING 370 SQ. TOTAL LIVING 1370 SQ. FT. FT. FT. GARAGE 205 SQ. FT. PORCH 90 SQ. FT. 'o I -:.,-"' 'o I "' 'o I "' "' 'o I ;,., '":.,. 0 I -- k-----' 'o I -:.,- ~ ~ "' I -"' ~ - -H 'o I 0 - - A e 0 CENTER LINE OF / TENANT SEPARATION. 24'-o" 4'-5" 12'-Q" 7'-7" 4'-10½" 4'-10½" 3'-4" 5'-4' ~ ~ --,-- : ¢ w ® l ® ¢ ~ g;: EW EW ffi"'O I ® I 0..5_1 4• • 0"' STR. MULL EW "'~ ½" MIN. I ~ MASTER BEDROOM ¢-BEDROOM-2 @) @) 8 4'-½" 5'-3" /" A ~ 2468 0 hl -rr ' \/ ~ HALLWAY MASTER /\ 107 @) BATH B 0 i Gill 2~ \y - BATH Jg <i!>-@) g 1G) 2468 MASTER \ '/ UTIUTY~RYER CLT. Gill II~ (JQD ,-7 REFRIG. 2468 f3 ~ I I 112 I [; ~ @,ITCHEN STAIRS 1 " -J D - ~TOVE '[> ;,, ~ ~GID c= ~ I 0 ;,., I : IlJls1NK, 'lJa 3D68 le ~ 1-----IGARAGE SLOPES J_ o o I_~~-!~ : :□OWN 2" : :rnoM REAR : ATTIC : TO FRONT \HOP COUNTER : ACCESS: j -' ' ' ' (lYPICAL EA. UNIT) ' ' ' ' ' ' 7'-6"± ' ' INTERIOR PANEL BOX □ □ 'o I GARAGE 0 @D N ~ LMNG RM. OID ¢-UNIT OD □ ® ® EXIT-~ ~ 3068 I I ¢ t I ~1 ½"I \_ ALL EXTERIOR WALLS MIN. 4'-4" TO HAVE R-13 BATT. INSULATION I 5'-0" 13'-4½" 10'-7½" 1. ALL INTERIOR WALLS ARE 4" WO. STUDS WITH J," G.B. EACH SIDE, - - CENTER LINE OF NANT SEPARATION. TE ~ ..,. I "' - ~ "' I -:.,- 'ix, I ;,., ;,I;: 0 ' ;,., ~~~~ ER HEATER ONNECT - (lYP . EA. UNIT) /,"\. ~ ALL RAT ED WALLS (UL -#U373) ARE SEAL.£□ TIGHTLY TO TO BE UNDERSI DE OF ROOF DECK. SEPARATION WALLS MUST TINUOUS FROM somT TO EACH SIDE OF BLDG). TENANT BE CON SOFFIT ( ~ ALL INTERIOR PLUMBING WALLS ARE 6" WO. STUDS WITH ½" G.B. EACH SIDE (lYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVT STAJRS: LVT (EQUAL TO) ROKPLANK SPC VINYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BO. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER □D 1H UNIT U OD □ □ □D 1H UNIT U CID □ 96'-o" □ □D 1H UNIT UCID □ □ □D 1H UNIT U OD □ PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e-- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e-- i w ~ 2§ 0 c"i Q' Sh ee!Til le FIRST FLOOR PLAN C WITH NOTES AND LEGEND A-102A Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55A 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 Fairhope, AL 36526 Lawrence 24 feet UnitsA A-101A FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES SCALE: 1/4"=1'-0" SECOND FLOOR PLAN 'A'A A-101A SCALE: 1/4"=1'-0" SECOND FLOOR PLAN 'B' 1. DIMENSIONS ARE SHOWN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATION OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FIXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PR0"1DE BLOCKING AS REQUIRED AT mLETS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROVlDE SOUND BATT IN AU_ INTERIOR WALLS AROUND RESTROOMS. § NEW 4"/6" WO. <8> INDICATES INTERIOR STUD PARTITION TYPE WALL 0 WINDOW [§ NEW 4" WO. STUD TYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING CD SEE FlNISH SCHEDULE NEW 4" WO. ~ INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING 0 SEE SHEET A-501 ~ SEE SHEET A-501 WINDOW I DOOR SCHEDULE DESCRIPTION SIZE @3060 3•-o·xs'-0" 2468 2'-4•x6'-8" DR. 2668 2•-s•xs'-8" DR. 3068 3'-o•xs'-8" DR. 9070 9'-0"x7'-0" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR LIVING 1000 SQ. FT. SECOND FLOOR LIVING 370 SQ. FT. TOTAL LIVING 1370 SQ. FT. GARAGE 205 SQ. FT. PORCH 90 SQ. FT. 24'-o" ~------------16'-7.1-f 7'-4}1" 5'-7" 5'-~" -'S I 0 BEDROOM-3 GE) 7'-4" HAl..iWAY Gill 5'-6" L ______ LlS==~~ 6 5 I I I I 4 3 I HVAC I AREA I I I ;c, I -,..., I ,-------- 1 ALL EXTERIOR WAL.LS TO HAVE R-13 BATT. INSULATION 10'-s½" ~------------~ 11 ~==========,=====~ I I I I I I L_ _____ _j 1. ALL INTERIOR WALLS ARE 4" WD. STUDS WITH Jr G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WO. STUDS WITH J;" G.B, EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS, LVT STAIRS: LVf (EQUAL TO) ROKPLANK SPC VINYL PLANK WALLS, PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG, SMOOTH FINISH GYP. BO. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER rCENTER LINE OF / TENANT SEPARATION. "ro I "' ~ sl' I '-a- <XJ I ·o, ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIDE OF BLDG). 'o I "' 'o I "' u, rCENTER LINE OF / TENANT SEPARATION. rCENTER LINE OF / TENANT SEPARATION. 24'-o" ,-----------------------------.t ~------------16'-712" 7'-4}1" 5'-7" 5'-~" 5'-6" BEDROOM-3 GE) 7'-4" ALL EXTERIOR WALLS TO HAVE R-13 BATT. INSULATION 5'-9" 10'-s½" 1. ALL INTERIOR WALLS ARE 4" WO. STUDS WITH ½~ G.8. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WO. STUDS WITH J;" G.B. EACH ~DE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVf ST.'JRS, LVT (EQUAL TO) ROKPLANK SPC VINYL PLANK WALLS, PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG, SMOOTH FINr.iH GYP. BO. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER 00 I "' ~ I ·.,. <XJ I 0, ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIDE OF BLDG). PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Sh eel Til le SECOND FLOOR PLANS A AND B WITH NOTES AND LEGEND A-102B Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55A 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 Fairhope, AL 36526 Lawrence 24 feet UnitsA SCALE: 1/4"=1'-0" SECOND FLOOR PLAN 'C' A-102B FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES 1. DIMENSIONS ARE SHOWN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATION OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FIXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PR0"1DE BLOCKING AS REQUIRED AT mLETS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROVlDE SOUND BATT IN AU_ INTERIOR WALLS AROUND RESTROOMS. § NEW 4"/6" WO. <8> INDICATES INTERIOR STUD PARTITION TYPE WALL 0 WINDOW [§ NEW 4" WO. STUD TYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING CD SEE FlNISH SCHEDULE NEW 4" WO. ~ INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING 0 SEE SHEET A-501 ~ SEE SHEET A-501 WINDOW I DOOR SCHEDULE DESCRIPTION SIZE @3060 3•-o·xs'-0" 2468 2'-4•x6'-8" DR. 2668 2•-s•xs'-8" DR. 3068 3'-o•xs'-8" DR. 9070 9'-0"x7'-0" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR LIVING 1000 SQ. FT. SECOND FLOOR LIVING 370 SQ. FT. TOTAL LIVING 1370 SQ. FT. GARAGE 205 SQ. FT. PORCH 90 SQ. FT. 'o I 'c--J 'o I 'c--J en r CENTER LINE OF / TENANT SEPARATKlN. 24'-0" C 7 I I 7'-4X," 5'-7" 5•-?'-· I ® -----7 i' I '!-=--=--=--=-~-=-EW BEDROOM-3 GE) o 3'-6" 'c--J o HALLWAY @) STAJRS 6 L ______ 5 4 3 HVAC AREA ill I ;.,-, ,-------- ALL EXTERIOR WALLS TO HAVE R-13 BATT. INSUlATION 1. ALL INTERIOR WALLS ARE 4" WO. STUDS WITH ½" G.B. EACH SIDE, ALL INTER~R PLUMBING WALLS ARE 6" WO. STUDS WITH ½" G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVT STAIRS: LVT (EQUAL TO) ROKPLANK SPC V1NYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. 8D. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER I I i' I I II I I 1: 11 11 11 11 11 11 11 11 11 11 11 11 11 (X) I io (X) I "' PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee l Till e SECOND FLOOR PLAN C WITH NOTES AND LEGEND A-201 A A-201 SCALE: 1/4"=1'-0" FRONT ELEVATION 'A' Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55A 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 Fairhope, AL 36526 Lawrence 24 feet UnitsB A-201 SCALE: 1/4"=1'-0" FRONT ELEVATION 'B'C A-201 SCALE: 1/4"=1'-0" FRONT ELEVATION 'C' C A-201 SCALE: 1/4"=1'-0" REAR ELEVATION 'C'B A-201 SCALE: 1/4"=1'-0" REAR ELEVATION 'B'A A-201 SCALE: 1/4"=1'-0" REAR ELEVATION 'A' CLASS H COMPOSITE SHINGLES OVER WATER RESISTANT MEMBRANE OVER ROOF SHEATHING ATTIC BATT. INSULATION R-32 (lYPICAL)\ .J-BEARING HGT. '1" \ \I 6:12 SLOPE 0 I CX) FLASHING (lYP.) " ' '<. " ~ T.O. ~ .J-WD. 1-JDISTS '1" V VINYL FASCl~A AND SOFFlT WITH CONT. VENT 0 4" CEMENTTIIOf~S TRIM-P-'JNTED I "' ~ CEMENTITIOUS LAP SIDING-P;JNTED • .,I_ '" .,_ T.O. SLAB NI CLASS H COMPOSITE SHINGLES OVER WATER RESISTANT MEMBRANE OVER ROOF SHEATHING ~ ,,, .. ,:, f-- ~ f-- f-- ~ ~ f-- f-- ~ f-- f-- RIDGE VENT - 'I IZ ""' ..._ ' = □ □DD ~~ □DD □DD □DD '---L_ VINYL DCORS AND WINDOWS- IMPACT RATED RIDGE VENT N 1./ N R TYPICAL FIRE RETARDANT PLYWOOD MIN. 4'-5" EACH SIDE OF TENANT SEPARATION. NO ATTIC VENTING OR OPENING ALLOWED, PER IRC SECTION R302 .2.2 6:12 SLOPE ~2~~s~!;2~~s~~~2;2~~s~;;~~~~;~i2;2~~~~!;2~~s~!;2;~~~~i,,--;[~~~/1:~_Rr.~~A~CH 0 I CX) 0 I "' T.O. WD. SIDE OF TENANT SEPARATION. NO ATTIC VENTING OR OPENING ALLOWED, PER IRC SECTION R302.2.2 FLASHING (lYP.) 2x10 BAND '! ' N N ), _"-.I_ 1_./ ~ 1:::: N~ 1:::: T= Nf- 1:::: f '' N ' N N N I f--i= r= Nf-- I ::::= Nf-- I f-- ~ N ~ v,.......__'l " ~ N ,..._ ' 1Z ~ '-J / N = f-- ~ □ □DD f-- f-- □DD ~ ~~ r. ~ f-- f--□DD h ~ f-- f--□DD R ..._ ---- - - ---- -- '---L_ VINYL DCORS AND WINDOWS- IMPACT RATED RIDGE VENT ~ f-- f-- f-- f-- f-- f-- ~ f-- f-- f-- ..._ <n w f-- f-- f-- f-- f-- f--,~ f-- f-- f-- f-- f-- f-- ~ ====== -□ --- ~~ - = --- - - - '--....\_ VINYL DOORS AND WINDOWS- IMPACT RATED ~ -~ -j/ N ,/ ~~ - ====' - -- --~ ~ - ===! - - = = -----'I. TYPICAL FIRE RETARDANT PLYWOOD MIN. 4'-5" EACH SIDE OF TENANT SEPARATION. NO ATTIC VENTING OR OPENING ALLOWED, PER IRC SECTION R302.2 6:12 SLOP FLASHING (lYP.) p SI lYPICAL FIRE RETARDANT LYWOOD MIN. 4'-5~ EACH DE OF TENANT SEPARATION. .2 E N A 0 ATTIC VENTING OR OPENING LLOWED, PER IRC SECTION R302.2.2 FLA ( SHING lYP.) 2x10 BAND ' N _), .'-1.. 1 _./ ~ ~ I I T I i " N N N N I f-- Nf-- I ~ r= Nf-- I ::::= Nf-- I f-- ~ v,.......__'l "-- ' 1 "" ..._ '-J = f-- ~ □ □DD f-- f-- ~ ~~ □DD ~ f-- f--□DD ~ f-- f--□DD ---- - - ---- -- '---L_ VINYL DOORS AND WINDCWS- IMPACT RATED RIDGE VENT ~ f-- f-- f-- f-- f-- f-- ~ f-- f-- f-- ' <n w f-- f-- f-- f-- f-- f--,_ f-- f-- f-- f-- f-- f-- ~ ====== -□ --- ~~ - = --- - - - '--....\_ VINYL DOORS AND WINDOWS- IMPACT RATED ~~ - -- -- - = ~ ~ -- - -- - -= = ~ r CLASS H COMPOSITE SHINGLES OVER WATER RESISTANT MEMBRANE OVER ROOF SHEATHING r ~~~CLA~~i;: R-32 (lYPICAL) .J-BEARING HGT . '1" 0 I CX) T.O. .J-WD.1-Jcms '1" '-VINYL FASCIA AND SOFFIT WITH CONT. VENT >:4" CEMENTITIOUS 0 TRIM-PAINTED I "' ~ u:E~6111~~iAINTED , .,_ T.O . SLAB '1" CLASS H COMPOSITE SHINGLES OVER WATER RESISTANT MEMBRANE OVER ROOF SHEATHING !/"-ATTIC BATT. INSULATION R 32 (lYPICAL) .J.. BEARING HGT. 'I" FLASHING (TYP.) 0 I CX) T.O. .,_ WD. I JDISTS '1" VINYL FASCIA AND SOFFIT WITH CONT. VENT >'.4• CEMENTITIOUS 0 TRIM-PAINTED I ·a, r-u:Et6111~~iAINTED T.O. SLAB PCDA ARCHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee !Til le FRONT AND REAR EXTERIOR ELEVATIONS A A-201 SCALE: 1/4"=1'-0" SIDE ELEVATIONS SCALE: 1/4"=1'-0" 1 A-202 SCALE: 1/4"=1'-0" INTERIOR ELEVATION 2 A-202 SCALE: 1/4"=1'-0" INTERIOR ELEVATION (TYPICAL ENDWALL) A-202 Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55A 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 Fairhope, AL 36526 Lawrence 24 feet Units3 A-202 SCALE: 1/4"=1'-0" INTERIOR ELEVATION CLASS H COMPOSITE SHINGLES OVER WATER RESISTANT MEMBRANE OVER ROOF SHEATHING ATTIC BATT. INSULATION R-32 (TYPICAL) ✓ / X ;_ BEARING HGT. / -, 'o co I / ,,., ~/ T.O. .J. WD. I JOISTS 'f' 'o I / VINYL FASC -:q-AND SOFFIT 1..--- CONT. VENT ~ f-- 4" CEMENTrTlf~US f-- f-- TRIM PAINTED f-- f-- CEMENTITIOUS E'S LAP SIDING PAJNTED f-- t= .J-T.O. SLAB f-- '1" VINYL WINDOWS- IMPACT RATED ® RIDGE VENT , , , , , , ✓ ✓ ✓ ✓ WINDOW & FRAME TYPES SCALE: 1/4" = 1'-0" 1. DP RATING OF ±50 UNLESS OTHERWISE DIRECTED BY ENGINEER. 2. WINDOW SIZES ARE A ESTIMATE MEASUREMENT -CONTRACTOR TO VERIFY FRAME SIZE & ROUGH OPENING WHEN A MANUFACTURER IS CHOSEN. 3. EXTERIOR WINDOWS ARE TO BE LOW-E. 3'-o" 9'-o" II { {mill DD □ VINYL DOORS DD □ IMPACT RATED DD □ DD □ IMPACT RATED IMPACT RATED DOOR TYPES 1. ALL EXTERIOR DOORS SHALL HAVE A DP RATING OF 50. 2. ALL INTERIOR DOORS ARE PRE-HUNG DOORS -SELECTED BY OWNER. ..,, , , , ..,, , y , , . ..,, , , , , 0 ~ ----....__ ---' -- COUNTER TOPS AND CABINETS SELECTED BY OWNER COUNTER TOPS AND CABINETS SELECTED BY OWNER FIELD VERIFY REFRIG. PCDA ARCHITECTURE ,' ,'-,, ,"-,....__ ,....__ '' ' ....__ ' "'- 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee !Til le 1YPICAL SIDE EXTERIOR ELEVATIONS A-101A A A-101A SCALE: 1/4"=1'-0" FIRST FLOOR PLAN 'A' FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55B 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 fairhope, AL 36526 Lawrence 28 feet UnitsA A-101A SCALE: 1/4"=1'-0" FIRST FLOOR PLAN 'B' 1. DIMENSIONS ARE SHOWN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATKlN OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FlXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PROVIDE BLOCKING />S REQUIRED AT TOIL.ITS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROVIDE SOUND BATT IN ALL INTERIOR WALLS AROUND RESTROOMS. [g] NEW 4"/6" WD. 0 INDICATES INTERIOR STUD PARTITION TYPE WALL 0 WINDOW ~ NEW 4• WO. STUD TYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING GJ SEE FINISH SCHEDULE §NEW4"WD. INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING <f> SEE SHEET A-501 <g> SEE SHEET A-501 WINDOW/ DOOR SCHEDULE DESCRIPTION SIZE @2958 2'-9"xs•-a• @ 3050 3'-o·xs·-o· 2468 2'-4"x6'-8" DR. 2668 2·-e·xs'-a· DR. 3068 3' -o"x6' -a• DR. 9070 9'-o"x7'-o" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR Ll\1NG 1000 SQ. SECOND FLOOR LIVING 540 SQ. TOTAL LIVING 1540 SQ. GARAGE 205 SQ. FT. FT. FT. FT. PORCH 90 SQ. FT. 2a'-o" rCENTER LINE OF / TENANT SEPARATION. 15'-5" 12'-7" 5'-5" 10'-0" ~ ~ I ,-~~-------,--, I N ~=f =5'E~~3F~~3i'::::::::f=~!!:Lir-;;r.~ N MULL 2668 LIVING Rt.4. Gill 3068 @ N 3'-10,Yz" HALLWAY Gill UNIT OD INTERIOR PANEL BOX '::, I <D MASTER BEDROOM (ill) GARAGE SLOPES DOWN 2• FROM REAR TO FRONT I GARAGE CJID 9070 '::, I N N I <D WATER HEATER DISCONNECT (TYP. EA. UNIT) ~ ~ 10-- '::, I N N 10-- ~ ~ I "' ~ ~ n I "' .-- A e 0- ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST R WALLS 13 BATT. ALLEXTERI~ TO HAVE R- INSULATION 12'-7" 2a'-o" 1. ALL INTERIOR WALLS ARE 4" WD. STUOS 111TH ½" G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6~ WD. STUDS WITH )f G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVf STAIRS: LVT (EQUAL TO) ROKPLANK SPC '1NYL PLANK WALLS, PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG, SMOOTH FlN~H GYP. BD. GARAGE FLOOR, CONCRETE. FINISH SELECTED BY OWNER BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIOE OF BLOG). rCENTER LINE OF / TENANT SEPARATION. 2a'-o" 15'-5" 12'-7" 5'-5" 10'-0" 6'-2,Jf 6'-4½" 4• ~ D ~ <g> ,(srn. MULL~ ~· .a"' I @ !1-8 ~ ½" ~ ,.~ MIN. m EW I 8\_4" 'V ~ EXIT-2 0- STR. MULL 2668 MASTER BEDROOM LIVING RM. (ill) Gill 26:1/8 6'-5" 5' -8½" , --ml~----HOP COUNTER u~ I ' ' ! D/w ! ., ~ I ' ' I ~ ~ I ~ 1 KITCHEN MASlER BATH 0 GID STOVE ~Qill ;;7,J. I ~ 2468 UTILITY~ I 2468 CJID DRYE L -1 REFRIG. II MAST£ CLT. 2468 8 mD ~ l~e 1d'==, ~ ~ GARAGE SLOPES -~ -u f DOWN 2" B, illr.l1>lf.,\I/ 't "' 3068 FROM REAR lll TO FRONT ,rr'\ rJ) @o I 2~ 0 MIN ~ ~·-2 3'-10½" INTERIOR PANEL BOX @~ - G) HALLWAY GARAGE ~ Gill CJID '::, 4'-0" I UNIT N OD N ~8 CLT. @D 3068 <k> 5'-9" ~ BEDROOM-2 Gill ½"~ MIN. '::, 0-<g>-'3 I !!'! EW 4• (/) SIM. <D v ~TR 11'-6,Yz" MULL <g>-9070 <k> 5'-9" 3'-10½" 12'-7" 2a'-o" 1. ALL INTERIOR WALLS ARE 4" WO. STUOS WITH ½" G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WO. STUDS WITH ½,• G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS, LVT STAIRS: LVf (EQUAL TO) ROKPLANK SPC "1NYL PLANK WALLS, PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BO. GARAGE FLOOR, CONCRETE. FINISH SELECTED BY OWNER rCENTER LINE OF / TENANT SEPARATION. f- '::, ' :.,. - ~ ~ n I in '<o I ;,-, I ~ <D ~ I co ..,. I\_WATER HEATER DISCONNECT (TYP. EA. UNIT) A t:';Y f- ALL RATED WALLS (U L-#U373) ARE LY TO TO BE SEALED TIGHT UNOERSIDE OF ROOF OECK. TENANT SEPARATION BE CONTINUOUS FRO WALLS MUST M SOFFIT TO F BLDG). SOFFIT (EACH SIDE 0 PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, en I >-w co e- i w ~ 2§ 0 c'i Q' Shee l Til le FIRST FLOOR PLANS A AND B WITH NOTES AND LEGEND A-101B Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55B 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 fairhope, AL 36526 Lawrence 28 feet UnitsFLOOR PLAN LEGEND WALL TYPES GENERAL NOTES A A-101A SCALE: 1/4"=1'-0" FIRST FLOOR PLAN 'C' 1. DIMENSIONS ARE SHOWN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. Af-JY CHANGE IN LOCATION OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FlXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PROVIDE BLOCKING AS REQUIRED AT TOILETS, TUB/SHOWER FOR GRAB BARS, CLOSET SHEL"1NG AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION, 6. PROVIDE SOUND BATT IN ALL INTERIOR WALLS AROUND RESTROOMS. [g]NEW 4"/6" WD. 0 INDICATES INTERIOR sruo PARTITION TYPE WALL @ WINDOW [§ NEW 4" WD. STUD TYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING CD SEE FINISH SCHEDULE §NEW4"WD. INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING 0 SEE SHEET A-501 ~ SEE SHEET A-501 WINDOW/ DOOR SCHEDULE DESCRIPTION SIZE @2958 2'-9Nx5'-8N @3050 3' -oftx5' -o" 2468 2'-4Nx6'-8ft DR. 2668 2'-6ftx6'-8" DR. 3068 3'-0Nx6'-8ft DR. 9070 9'-a~x7'-o" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SEUECTED BY OWNER. NAME AREA FIRST FLOOR LIVING 1000 SQ. SECOND FLOOR LIVING 540 SQ. FT. FT, TOTAL LIVING 1540 SQ. FT. GARAGE 205 SQ. FT. PORCH 90 SQ. FT. "' I in <D I .N a I "' N CENTER LINE OF TENANT SEPARATION. 15'-5" 5'-5" 10'-o" MULL 2668 LIVING RM. Gill 7 --~I--: HOP COUNTER : ~jo/w j I I 00 OO STOVE 28'-o" / CENTER LINE OF TENANT SEPARATION. 12'-7" 6'-2)f 6'-4½" MASTER BEDROOM a (ill) ' ;,, I ;.., 'r==:=::t~+---<-~ INTERIOR l!tt--+t-1"""r--,/''-.l~---fl PANEL BOX GARAGE SLOPES DOWN 2• FROM REAR TO FRONT I GARAGE CJID ~ a I "' 3'-10½" 9070 12'-7" "' N 8 1. ALL INTERIOR WALLS ARE 4" WD. STUDS Vl1TH Jf G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WO. STUDS W~H J," G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVT STAIRS: LVT (EQUAL TO) ROKPLANK SPC "1NYL PLANK WALLS, PAINTED GYP. -COLOR SELECTED BY OWNER BASE, P~NTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BD. GARAGE FLOOR, CONCRETE. FINISH SEUECTED BY OWNER WATER HEATER DISCONNECT (TYP. EA. UNIT) AUL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIDE OF BUDG). PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, en I >-w co e- i w ~ 2§ 0 c'i Q' Sh eel Til le FIRST FLOOR PLAN C WITH NOTES AND LEGEND A-102A Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55B 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 fairhope, AL 36526 Lawrence 28 feet UnitsA A-101A SCALE: 1/4"=1'-0" SECOND FLOOR PLAN 'A'A A-101A SCALE: 1/4"=1'-0" SECOND FLOOR PLAN 'B' FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES 1. DIMENSIONS ARE SHOWN TD FACE OF STUDWORK & TD CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATKlN OF INTERIOR WALLS TO BE CONFIRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FlXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PROVIDE BLOCKING />S REQUIRED AT TOIL.ITS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFIRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROVIDE SOUND BATT IN ALL INTERIOR WALLS AROUND RESTROOMS. [g] NEW 4"/6" WD. 0 INDICATES INTERIOR STUD PARTITION TYPE WALL 0 WINDOW ~ NEW 4• WO. STUD TYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING GJ SEE FINISH SCHEDULE §NEW4"WD. INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING <f> SEE SHEET A-501 <g> SEE SHEET A-501 WINDOW/ DOOR SCHEDULE DESCRIPTION SIZE @2958 2'-9"xs•-a• @ 3050 3'-o·xs·-o· 2468 2'-4"x6'-8" DR. 2668 2·-e·xs'-a· DR. 3068 3' -o"x6' -a• DR. 9070 9'-o"x7'-o" GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR Ll\1NG 1000 SQ. SECOND FLOOR LIVING 540 SQ. TOTAL LIVING 1540 SQ. GARAGE 205 SQ. FT. FT. FT. FT. PORCH 90 SQ. FT. ~ <g> "' I ~ ~ ~ t:';Y 0 I <O __,_ ,.,_ I ~ m 0 I ;,-, ~ ~ 00 I ;,-, 28'-Q" 7'-Q" 16'-7" 3'-6" 3'-6" BEDROOM-3 G§D - G§D ~ CLT. I ~ ~r__,________.,-, ½1~ ~-- ;,-, '-' A v11v II LJ HAl..l.WAY , "" GID I I I 11 11 11 "r=====,i I 11 I' /'n I 11 I/ 11 I 11 I I I :' I I l l l 5'-8" I I 11 I 11 11 I 11 11. 11 I 11 -'A"-' CENTER LINE OF TENANT SEPARATION. C) I ;,-, " I ;,, ~ "' " I I ·oo ,.,_ v A\. ~ 11 I 11 "YI _,,__ _ _,,__ ____ ll _________________________ JJ LL-_-_-_-_-_-_-_-_-_-_-_-_-__ J~ ____ ..,. 1. ALL INTERIOR WALLS ARE 4~ WD. STUDS WITI-l )f G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WD. STUDS WITH ½" G.B. EACH SIDE (TYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: Lvr STPJRS: LVT (EQUAL TO) ROKPLANK SPC VINYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PAINTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BD. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIDE OF BLDG). 0 I <O __,_ rCENTER LINE OF / TENANT SEPARATION. 7'-Q" 3'-6" 3'-6" "' I C) ~ I +-----1~1==== ~ 0 I ;,-, ~ m I C) ,.,_ I m ~ 00 I ;,-, BEDROOt.1-3 G§D ~ A vi I" II LJ HAl..l.WAY STAIRS GID 15'-10½" 28'-Q" 16'-7" 6'-5½" 5'-8" I t 'f'====:,7 :! :: :: 111 11 11 * :: 1: 111· CENTER LINE OF TENANT SEPARATION. "' I CJ() v 11 :1 If +---+-----LL _________________________ JJ ~~ - -- - -- - - - - - -- --LI ____ ..,. 1. ALL INTERIOR WALLS ARE 4" WO. STUDS WITH ½M G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6" WD. STUDS WITH ½" G.B. EACH SIDE (TYP. EA. UNIT). 2. PR0"1DE AT LEAST 1 FIRE EXTINGU5HER PER EACH KITCHEN AREA FLOORS: LVT STAIRS: LVT (EQUAL TD) ROKPLANK SPC VINYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: PPJNTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BD. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER ALL RATED WALLS (UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TO SOFFIT (EACH SIDE OF BLDG). PCDA A R CHI TE CTURE 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee l Till e SECOND FLOOR PLANS A AND B WITH NOTES AND LEGEND A-102B Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55B 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 fairhope, AL 36526 Lawrence 28 feet UnitsA A-101B SCALE: 1/4"=1'-0" SECOND FLOOR PLAN 'C' FLOOR PLAN LEGEND WALL TYPES GENERAL NOTES 1. DIMENSIONS ARE Sl-10WN TO FACE OF STUDWORK & TO CENTERLINE OF WINDOWS & EXTERNAL DOORS. 2. ANY CHANGE IN LOCATION OF INTERIOR WALLS TO BE CONFlRMED WITH ARCHITECT BEFORE PROCEEDING. 3. ALL MATERIALS, FlXTURES, ETC. SHALL BE NEW UNLESS OTHERWISE SPECIFIED. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. PROVIDE BLOCKING AS REQUIRED AT TOILIETS, TUB/SHOWER FOR GRAB BARS, CLOSET SHELVING AND TOWEL BARS. 5. G.C. TO CONFlRM WITH OWNER DESIRED FLOORING PRIOR TO CONSTRUCTION. 6. PROVIDE SOUND BATT IN ALL INTERIOR WALLS AROUND RESTROOMS. § NEW 4"/6" WO. 0 INDICATES INTERIOR STUD PARTITION lYPE WALL @ WINDOW [§ NEW 4" WO. STUD lYPE WALL WITH EXTERIOR ROOM NUMBER, LAP SIDING CQ SEE FINISH SCHEDULE ~ NEW 4•wo. INTERIOR STUD ~ DOOR WALL 1 HOUR SIZE RATING 0 SEE SHEET A-501 <§> SEE SHEET A-501 WINDOW I DOOR SCHEDULE DESCRIPTION SIZE @295B 2'-9"xs·-a· @ 3D5D 3'-0nx5'-o· 246B 2· -4•x6' -a• DR. 2668 2'-6nx6'-a• DR. 3068 3'-o"x6'-a· DR. 9D7D 9'-o•x7'-o• GARAGE DR. 1. ALL INTERIOR DOORS ARE PRE-HUNG DOORS-SELECTED BY OWNER. NAME AREA FIRST FLOOR Llv1NG 1000 SQ. FT. SECOND FLOOR LIVING 540 SQ. FT. TOTAL Llv1NG 1540 SQ. FT. GARAGE 205 SQ. FT. PORCH 90 SQ. FT. rCENlER LINE OF / TENANT SEPARATION. 28'-o" 4'-5)f 7'-0" 16'-7" 3'-6" 3'-6" 4'-5,lf b a I ;.,, ~ ITT I A\. ---~ BEDR00M-3 G§D s ~IQ) /',,, <g> ;.__ -I "' 0 I I~ "' .,. -:.,. CLT. I 11 ~ G§D 11 "' 11 r--I r"·' 11 I <Xl -.,. .,. 11 I ~ -"' 0 A I "'I I" ;.,, -II LJ HALLWAY ~ STAIRS CX) Gill I ;.,, 1': I II 1: I 1: "====~ : I 11 11 I /j;-.-+ 11 11 I 'O' I 11 11 I 11 11 11 I "' I 0 I 11 :: 1: ~-~----~-------------~ c---------------~----~ 1. ALL INTERIOR WALLS ARE 4" WD. STUDS WITH )f G.B. EACH SIDE, ALL INTERIOR PLUMBING WALLS ARE 6N WO. STUDS WITH )f G.8. EACH SIDE (lYP. EA. UNIT). 2. PROVIDE AT LEAST 1 FIRE EXTINGUISHER PER EACH KITCHEN AREA FLOORS: LVT STAIRS: LVf (EQUAL TO} ROKPLANK SPC VINYL PLANK WALLS: PAINTED GYP. -COLOR SELECTED BY OWNER BASE: P,t,JNTED -SELECTED BY OWNER CLG: SMOOTH FINISH GYP. BO. GARAGE FLOOR: CONCRETE. FINISH SELECTED BY OWNER ALL RATED WALl.S {UL-#U373) ARE TO BE SEALED TIGHTLY TO UNDERSIDE OF ROOF DECK. TENANT SEPARATION WALLS MUST BE CONTINUOUS FROM SOFFIT TD SOFFIT (EACH SIDE OF BLDG}. PCDA A R CHI TE CTURE 0 n- Q_ u Q_ Q_ <( n- C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 n-u 2 ~ w =, V, en I >-w co e- i w ~ 2§ 0 c'i n- Shee !Til le SECOND FLOOR PLAN C WITH NOTES AND LEGEND A-201 A A-201 SCALE: 1/4"=1'-0" FRONT ELEVATION 'A' Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55B 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 fairhope, AL 36526 Lawrence 28 feet UnitsBA-201 SCALE: 1/4"=1'-0"FRONT ELEVATION 'B'C A-201 SCALE: 1/4"=1'-0" FRONT ELEVATION 'C' C A-201 SCALE: 1/4"=1'-0" REAR ELEVATION 'C'B A-201 SCALE: 1/4"=1'-0" REAR ELEVATION 'B'A A-201 SCALE: 1/4"=1'-0" REAR ELEVATION 'A' OMPOSITE SHINGLES R RESISTANT MEMBRANE CLASS H C OVER WAIT OVER ROO F SHEATHING ATTIC BATT INSULATION (1YPICAL) - 0 I CJ) R-32 ~ "1NYL FASCIA AND somT WITH CONT. VENT 4• CEMENTITlfzUS TRIM-PAJNTED CEMENTITIOUS LAP SIDING-PAINTED- .;. T.D. SL.AB NJ -,- ~ ~ ~ ~ f--f-- ~ ~ ~ ~ t:::s f-- ~ ~ ~ f--f-- ~ ~ ~ ~ ~ RIDGE VENT /, I/ --□ --- ~~ --------- '-l.._ VINYL DOORS AND WINDOWS- IMPACT RATED RIDGE VENT g~s W~T~~M:~s~~iAN\Hl~~~~~NE :::::::::::::::::::::=:::::::;::::::;::::::::=::::::::::::::::::;==:::::::;::::::;::::=:::::::;:::::::::::::::::::: OVER ROOF SHEATHING ATTIC BATT. INSULATION R-32 (lYPICAL) ----~ VINYL FASCIA AND SOFFIT WITH CONT. VENT CEMENTITIOUS LAP ~DING-PAJNTED T.O. SLAB II N V ~ ,;,---..._, V,; ., ., N V ~ Y/ ' ' □DD E3 □DD t=I □DD El □DD R TYPICAL FIRE RETARDANT PLYWOOD MIN. 4'-5" EACH SIDE OF TENANT SEPARATION. ND ATTIC VENTING OR OPENING N ALLOWED, PER IRC SECTION R302.2.2-......: TYPICAL FIRE RETARDANT PLYWOOD MIN. 4'-Sft EACH SIDE OF TENANT SEPAAATION. NO ATTIC VENTING OR OPENING ALLOWED, PER IRC SECTION R302.2.2 FLASHING (1YP.) -.. ~ N N T T-y- T== T= y== -------- --- -"-s;::-- ' RIDGE VENT ,::: / -~ □ ~ f--- ~ ~~ ~ f--- ~ ~ f--- ~ ~ ~ f--- "-,L_ VINYL DOORS AND WINDOWS- IMPACT RATED / I / ~ ,;.,,.......--,_',( / '" ., N / // IIU N ~ ' □DD =3' □DD =I □DD =l □DD ==i TYPICAL FIRE RETARDANT PLYWOOD MIN. 4'-5" EACH SIDE OF TENANT SEPARATION. NO ATTIC VENTING OR OPENING ALLOWED, PER IRC SECTION R302.2.2 lYPICAL FIRE RETARDANT PLYWOOD MIN. 4'-Sft EACH SIDE OF TENANT SEPAAATION. NO ATTIC VENTING OR OPENING ALLOWED, PER IRC SECTION R302.2.2 FLASHING (1YP.) N " " N N T -T~ --Tf-----1~ --T~ - --y:=== - ->s;:-- RIDGE VENT 'i I/ --□ --- ~~ --------- '-l.._ VINYL DOORS AND WINDOWS- IMPACT RATED RIDGE VENT ~',( // " .J ., / ,, IIUI ~ ~ -□DD ---□DD --- □DD --- □DD --- $ BEARING HGT. T.O. 0 I 'ix, WO. I-JOISTS T.O. SL.AB 0 I CJ) PCDA A R CHI TEC TUR E 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee l Til le FRONT AND REAR EXTERIOR ELEVATIONS SCALE: 1/4"=1'-0" A-202 Project Number: Sheet No. Drawn By: Checked By: Date: PCD TEH October 7th, 2021 2021.55B 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 fairhope, AL 36526 Lawrence 28 feet Units1 A-202 SCALE: 1/4"=1'-0" INTERIOR ELEVATION 2 A-202 SCALE: 1/4"=1'-0" INTERIOR ELEVATION 3 A-202 SCALE: 1/4"=1'-0" INTERIOR ELEVATION a I ;,-, N T.O. .J.. GRADE 'f' a I co a I "' ~ REFINISH OUVERS _.,,. CLASS H COMPOSITE SHINGLES - / OVER WATER RESISTANT MEMBRANE 12 OVER ROOF SHEATHING BEARING HGT. ::s:~ATTIC BATT. T ~ INSULATION R-32 ~ (1YPICAL) ' [~~I~~~ '~ ~'/ ':::::~ T.O. 6r1'--/ ~~ .J.. WD. I-JOISTS ~ ~ T VINYL FASCIA ~ AND SOFFIT WITH ~ CONT. VENT f--- ~ ~ ~ ~1i~~f1~W~~ ~ ~ r=:: CEMENTITKJUS ~ ~ LAP SIDING-PAINTED---.... f--- .i. T.O. SLAB is:= 3'-o" 3'-o" 1 ~ !~ VINYL WINDOWS- IMPACT RATED '..,_ I 7.5 S.F. "' ·.,, I "' @ ® 7.5 S.F. WINDOW & FRAME TYPES SCALE: 1/4" = 1'-0" 1. DP RATING OF ±50 UNLESS OTHERWISE DIRECTED BY ENGINEER. 30" 36" 36" /PAINTED WALL WALL WALL GYP. BD. 2. WINDOW SIZES ARE A ESTIMATE MEASUREMENT -CONTRACTOR TO VERIFY FRAME SIZE & ROUGH OPENING WHEN A MANUFACTURER IS CHOSEN. 3. EXTERIOR WINDOWS ARE TO BE LOW-E. IMPACT RATED DOOR TYPES 9'-o" □DD □DD □DD □DD IMPACT RATED 1. ALL EXTERIOR DOORS SHAU_ HAVE A DP RATING OF 50. 2. ALL INTERIOR DOORS ARE PRE-HUNG DOORS -SELECTED BY OWNER. VINYL DOORS IMPACT RATED "' I a I ;,, "' I "' ;,, 18" 18" WALL WALL FIELD VERIFY REFRIG. COUNTER TOPS AND CABINETS SELECTED BY OWNER "' I ·.., COUNTER TOPS AND CABINETS SELECTED BY OWNER <D I 0 I ;,, PCDA ARCHITECTURE 0 Q' Q_ u Q_ Q_ <( Q' C, ti 0 "' ii' I u C, z ~ z ~ Q e- Q_ o2 Q' u 2 ~ w =, V, V, I >-w co e- i w ~ 2§ 0 c'i Q' Shee l Til le 1YPICAL SIDE EXTERIOR ELEVATIONS 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 January 19th, 2022 Hunter Simmons City of Fairhope Planning & Zoning Department 555 S Section St. Fairhope, Alabama 36532 Re: Gables on Lawrence - Dear Hunter, Attached is our resubmittal package. Below are of list of items being transmitted: 1. (2) Sets of 11”x17” Revised Site Improvement Plans 2. (1) Sets of 24”x36” Revised Site Improvement Plans 3. (1) Copy of 24”x36” Revised Preliminary Plat (Overall Site Plan for Recording) 4. (1) Copy of 24”x36” Revised Color-Coded Greenspace Plan 5. (1) Set of 24”x36” Revised Landscape Architecture Plans 6. (1) Copy of Baldwin EMC Revised Will Serve Letter 7. (1) Copy of Baldwin EMC Correspondence on Concrete Flume 8. (1) Copy of Each Agent Authorization Letter 9. (1) Copy of E9-1-1 Addressing Approved Street Names 10. A pdf of the Revised Site Improvement Plans (via email) Below please find our responses to your comments from your letter dated January 11th, 2022 (sent on January 13, 2022). See our responses in red: In accordance with Article IV.C.1.3 provide names and addresses of all associated investors the Gables on Lawrence. RESPONSE: 68 Ventures, LLC is the sole member of 68V BTR Holdings, LLC. Nathan Cox is the sole member of 68 Ventures, LLC. Larry Smith is listed as Authorized Agent and Contact Person. All comments will go to Larry Smith. If there is another entity that will represent this case, please include an authorization letter for that entity and a contact person for each entity. There is no limit on the number of authorized agents, but please provide one point of contact for each entity. This may seem like a formality, but technically we should not be discussing the project with a separate entity, without this authorization. All correspondence will be directed to the point(s) of contact. RESPONSE: A copy of all agent authorization letters for all related entities has been added to this resubmittal package. The respective points of contact for all entities are as follows: - SE Civil: Larry Smith (251)990-6566 - TerraCore: Will Lowery (251)625-1198 - Helmsing Law: Casey Pipes (251)432-5521 - MH Vertical: Ron Yaeger (251)776-0908 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 - Strategy PR: John Gray (251)432-9200 - Neel-Schaffer: Shane Bergin (251)471-2000 In previous discussions, we discussed the difference between an access drive and a street. A looped private street can be approved by the Planning Commission as an access drive, but the submitted plan illustrates three streets with separate names. While an access drive is allowed, the Fairhope Subdivision Regulations prohibit private streets. Any configuration that would require separate road names are prohibited. A singular named ‘street’ is allowed for the access drive but should be labeled STREET NAME (Private) on the plat. RESPONSE: Separate internal street names have been removed on all plan sheets in the Revised Site Improvement Plans. Street name should be approved by Baldwin County E9-1-1. We did not receive the required approval letter within the application. RESPONSE: The street names have been approved by Baldwin County E9-1-1. Please see E9-1-1 approval letter valid from 10/26/21 to 10/26/22 provided in this resubmittal package. Site Plan (C-02) within the Site Improvement Plan is confusing when compared with the preliminary plat. Please label setbacks and easements on C-02. RESPONSE: Sheet C-02 has been revised to show all the setbacks and easements on site. The drainage flume on the north side of the property lies within the easement required by Baldwin EMC. Confirm Baldwin EMC does not have conflicts with this location. RESPONSE: Baldwin EMC stated that they have no conflict with the location of the drainage flume at the Northern perimeter of the property. See attached Baldwin EMC Correspondence on Concrete Flume. Baldwin EMC states they can provide power to a portion of the property. Is there a second provider? RESPONSE: Baldwin EMC has confirmed that they will provide power for the entire site. Please see revised Baldwin EMC will serve letter where they have removed ‘a portion of’ in the first sentence of the first paragraph. Streets and all infrastructure shall be labeled as private. We will send you final language to place on the plat. RESPONSE: When we receive final language to include on the plat, we will update it accordingly. The note regarding sale of individual lots, sites, units, etc. is not the intent of this review. This project, including but not limited to compliance with City of Fairhope Subdivision Regulations and Fairhope Utility Standards, is based on the presented plan to operate and maintain the project as a sole owner who is responsible for all maintenance and repairs of said infrastructure. Prior to the Planning Commission meeting, we may provide alternate language to include on the plat. RESPONSE: When we receive final language to include on the plat, we will update it accordingly. The note on the preliminary plat in reference to the vacated 20’ right-of-way provides an instrument # and “(Exception 13)”. Please explain the meaning of “Exception 13.” RESPONSE: This was a leftover note from the ALTA Survey that does not need to be on the title policy. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 There is no crosswalks/ADA included on the sidewalk plan. While private, I believe ADA compliance is still warranted. Confirm with Building Superintendent. RESPONSE: Twenty-four (24) modified valley gutters have been added to the revised site plan in order to provide ample ADA access for the site. A sidewalk transition detail has been added to Sheet C13 to further illustrate this. Confirm the proposed design meets the requirements prescribed in the International Fire Code, specifically regarding fire access roads and hydrants. RESPONSE: The proposed design has been revised to meet all applicable requirements designated in the International Fire Code. An additional fire hydrant was added to the design at station 12+55 on Gelding St. in order to comply with the five-hundred (500) foot minimum hydrant spacing requirement. The utility plan also now complies with the City of Fairhope hydrant spacing requirement of four-hundred fifty (450) feet. Confirm permitting requirements for Land Disturbance Permit with Erik Cortinas. RESPONSE: Per our conversation at the DRC meeting, we will get a Land Disturbance Permit when we lay our utilities. Consider a privacy fence/landscape screen along the north and south property boundaries. RESPONSE: Noted. Correction from the Community Meeting- Larry used the term “impact fees” help to offset the cost of upgrading or repairing the cost of infrastructure. This property is outside Fairhope’s Corporate Limits where we do not collect impact fees. The developer has agreed to pay an aid to construction for the upgrading of infrastructure. This is an important distinction and I want to make sure it is clear the City of Fairhope is not illegally collecting impact fees, which are not utilized to upgrade utilities in any case. RESPONSE: Acknowledged. While it may be challenging to meet the strictest guidelines of Article V.D.5 (Street Guidelines), the landscape plan includes sparse street trees. Street tree spacing of 10’-50’ O.C. is required. RESPONSE: Street Trees have been added. Is fencing and landscaping provided for the sewer lift station? If so, amend plans accordingly. RESPONSE: Landscaping has been added to landscape plan around lift station. Regarding Article V.B, describe how the proposed project is consistent with the City’s Comprehensive Plan. RESPONSE: This project helps to address three (3) main issues outlined in Section 1 of the City’s Comprehensive Plan. These three issues we are addressing with this development are to promote new growth as walkable and human scale, to retain affordability and diversity in housing, and to support the success of community business. In Section 3.2 of the Comprehensive Plan, Physical Image/Environment objectives 4 and 5 are adhered to with this project. This project provides three large open greenspaces with recreation areas, two wet pond amenity features, and a clubhouse/pool area for the residents. All of these community amenity features are accessible by several pedestrian walkways and trails. Also, in Section 3.2 of the Comprehensive Plan, Development framework objective 3 is considered in that this development is 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 paying for a portion of a half-mile extension of a public sewer force main along the East side of Lawrence Road. This project also complies well with regards to connectivity strategies outlined in Section 4.4.3 of the City’s Comprehensive Plan. With a street layout that provides 6 links and 3 nodes, this development has a connectivity ratio of 2.0 (A ratio of 1.4 is acceptable for neighborhoods and a ratio of 1.8 is acceptable for village centers). Describe how the proposed greenspace meets the standards of Article V.C.1 Purpose. RESPONSE: This project accomplishes Comprehensive Plan goals a, b, d, and e of Article V.C.I. by providing provides three large open greenspaces with recreation areas, two wet pond amenity features, and a clubhouse/pool area for the residents. These are all community amenities that promote recreational uses, and social gathering among neighbors. These amenities are also easily accessible via a system of several internal walkways, external walkways, and adjacent off-street parking. Provide a revised/alternate greenspace plan that illustrates each greenspace type from Table 4-1: Greenspace Categories and Types used to meet the requirements. You may utilize multiple Natural and Civic types, but if so, include the acreage of each type. If more than one type is proposed, illustrate with a color-coded plan. RESPONSE: A Revised Color-Coded Greenspace Plan has been added to this resubmittal package. We referenced Table 4-1 to specify each type of civic open space used, defined their respective acreages and assigned each category its own color in the legend. Attached are drainage comments provided by John Cameron with Neel-Shaffer. RESPONSE: See comments and comment dispositions for drainage review provided by John Cameron with Neel- Schaffer below all City of Fairhope comments. How is garbage being picked up? RESPONSE: Garbage will be collected in roll-out cans by Baldwin County Solid Waste Service. Baldwin County is also administratively reviewing the project for compliance with their Subdivision Regulations and Highway Department Standards. Please provide their comments so we can ensure their requirements are met prior to the Planning Commission meeting if possible. RESPONSE: We sent the Baldwin County Review comments via email to you, Hunter Simmons and Mike Jeffries (hunter.simmons@fairhopeal.gov and mike.jeffries@fairhopeal.gov) on January 13th, 2022. An estimate of construction costs was provided but will be recalculated at building permit to include potential revisions and material costs at that time. RESPONSE: Acknowledged. System development charges were amended before Christmas and not included with the aid to construction estimates. RESPONSE: Acknowledged. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 NEEL-SCHAFFER REVIEW COMMENT DISPOSITION 1. In the Southern Basin (Pond 2), you are discharging directly into the neighbor’s pond. Please provide rating curve for the pond discharge structure that shows that it can handle the additional flow as a result form this development. RESPONSE: We have modeled the pond to the South in our overall HydroCAD model to show that it has the storage capacity to handle the proposed flow from this development. Because we do not have access to this neighboring property, the existing pond storage was based on GIS contours and its outfall was assumed to be a 10’ grassed weir/opening based upon aerial images. A shallow concentrated flow reach was used to model the flow from the Southern site discharge point to the existing pond. See the HydroCAD Report in the revised drainage narrative. 2. The proposed ditch along the North and East property line ends at the back side of the neighbor’s house. We recommend extending the concrete ditch to the stilling basin behind Pond 1 or to discharge this ditch into your designed Pond 1. RESPONSE: The proposed ditch along the North has been extended 90LF to discharge directly into the Pond 1 stilling basin. The stilling basin size has been adjusted to handle the additional flow from this ditch. Refer the revised Erosion & Sediment Control Plan. 3. By placing this concrete ditch in, it will decrease the time of concentration for this offsite water to pass through the site on to the neighboring properties. Please show in your drainage calculations this ditch capacity design and the time increase to reach the discharge point at the back side of the pond. RESPONSE: These changes including modeling this flume capacity have been implemented in our HydroCAD models. The average flow depth for the flume is below our design depth of two (2) feet for every storm event scenario. Please refer to revised HydroCAD Report. 4. The Basin for Pond 1, along with the bypassing ditch, has over an acre increase in the basin area discharging to the rear of the site for post-development than was for pre-development area. These flows may be attenuated in the pond, but there is a concern that the volume of storm water will increase in this discharge over long periods of time. We recommend verifying the offsite swales at the residential homes and any pipes there will handle the combined flows calculated that is leaving Pond 1 and the concrete ditch on the neighboring property. RESPONSE: In the downstream analysis for this project, a reach was modeled for what will leave the site from proposed Pond 1 and the site bypass from the concrete flume. The reach also was modeled to collect all flows that enter into the existing swale after leaving the site. The average flow depth for this swale is approximately four (4) inches for the 25-year storm and approximately six (6) inches for the 100-year storm. The difference between these average flow depths was very minimal. The average flow depth was 0.01 feet lower in the proposed model for the 25- year and 100-year storm than the existing model for the 25-year and 100-year storm. Given that the lowest point of the closet neighboring house is approximately forty (40) feet from the centerline of this existing swale and approximately four (4) feet higher in elevation, we do not foresee any adverse effects on the existing swale or neighboring residences. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 5. In reviewing your conduit tables results from StormCAD, it appears that your pipes are designed under pressure where the flow is higher than the pipe capacity (Pipe A1 to A2 for example). We recommend pipes be sized to handle the flow without pressurizing. RESPONSE: All pipes discharging directly into either Wet Detention Pond 1 or Wet Detention Pond 2 (i.e. Pipes 100, 200, and 300) will be operating under pressure unless they are sized to be a height greater than the design tailwater elevation (Peak Pond Elevation for 25-year storm). However, all pipes have been increased in size so that the flow entering the pipe is less than the Full Flow Capacity. Consequentially, with many storm pipe size increases, the spacing between three (3) of the storm sewer/sanitary sewer pipes has reduced to 18” or less. For these three (3) pipe crossings flowable fill material has been called out to be placed in between the pipes. Please refer to Sheet C11. We anticipate these responses will satisfy your comments. If you should have any questions, please feel free to contact us. Sincerely, Larry Smith, PE larry@secivil.pro 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 DRAINAGE NARRATIVE AND CALCULATIONS GABLES ON LAWRENCE Prepared By: PROJECT NUMBER: 20210979 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of the Fairhope Subdivision Regulations and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer November 16th, 2021 Name of Project to which this Certificate Applies: GABLES ON LAWRENCE Plans which are certified consist of Page _____ thru_____. MAINTENANCE STATEMENT An HOA shall be formed and will be required to maintain any and all stormwater facilities and structures located outside of the publicly accepted right-of-way. Civil --Engineering & Surveying 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 Table of Contents Project Description ........................................................................................................................1 Proposed Hydraulic Analysis ........................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................4 TSS Removal ..................................................................................................................................4 Downstream Analysis ....................................................................................................................4 Appendix A .....................................................................................................................................6 Vicinity & Drainage Maps .................................................................................................... Appendix B .....................................................................................................................................7 HydroCAD Report (Site) ....................................................................................................... Appendix C .....................................................................................................................................7 HydroCAD Report (Downstream) ......................................................................................... Appendix D .....................................................................................................................................8 StormCAD Report Tables ...................................................................................................... Appendix E .....................................................................................................................................9 Soil Information ..................................................................................................................... Appendix F ...................................................................................................................................10 NOAA Rainfall Data .............................................................................................................. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 1 | Page PROJECT DESCRIPTION Gables on Lawrence is a proposed one hundred fifty (150) townhome Multiple Occupancy Project located in Fairhope, Alabama and Baldwin County jurisdiction. The site contains approximately 19.92 acres. The site is located at the Northwest corner of Sections 24 of Township 6 South, Range 2 East and is along the East side of Lawrence Road ½ mile South of the intersection of Lawrence Road and County Road 48. The existing terrain of the site consists of three (3) separate basins. The First basin drains to the Right-of-Way ditch along the East side of Lawrence Rd. This basin discharges West under Lawrence Rd. via an 18”x28” RCAP where it eventually drains to an UT to Cowpen Creek. The second basin drains to the site’s Southern property line where it leaves the site and immediately enters an existing wet pond on the adjacent property owner’s property. This pond discharges into a UT to Still Branch. The third basin drains to the site’s Eastern property line where it is picked up by a different UT to Still Branch. The site is mostly vacant row crops with some areas that are grassed. A map showing the vicinity can be seen in Appendix A. Water will be collected in a series of inlets and underground drainage pipes. The underground drainage pipes will discharge into one of two (2) wet detention ponds. Pond 1 is located at the Northeast corner of the site and discharges to the site’s Eastern property line. Pond 2 is located at the South portion of the site and discharges to the site’s Southern property line. A PROPOSED HYDRAULIC ANALYSIS The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published depth curves specific to this area and the 2, 5, 10, 25, 50 and 100- year, 24-hour storm events were utilized in the drainage calculations for this site. The existing GIS contours along with field verified elevations for the area are used to determine the size of the drainage basin. A copy of the Drainage Map can be found in Appendix A. The drainage basin area is then plotted on the USDA Web Soil Survey to determine the soil characteristics. Soil surveys are made to provide information about the soils within the drainage area. They include a description of the soil types, their location, and tables that show soil properties and limitations affecting various uses. TR-20 presents a simplified procedure for estimating runoff and peak discharges in small watersheds. Using this procedure, the SCS Curve number method along with the information gained in the soil report, runoff is able to be estimated. The soil information for the site can be found in Appendix D. The time of concentration (Tc) was also necessary for the flow estimate. This value was estimated using the grade change from the most remote point of the drainage area to the location of the proposed inlet or pipe. This grade change and the total travel length can be applied to the TR-55 method to calculate the time of concentration. The TR-55 method computes travel time for each type of flow that is present, sheet flow, shallow concentrated flow or channel flow. HydroCAD utilizes the composite runoff curve number and the area of the drainage basin to determine the outflow of the drainage basin. A twenty-four-hour rainfall intensity for a two, five, ten, twenty-five, fifty, and one-hundred-year return storm event was applied to the drainage areas to determine the flow. The software was used to determine the flow exiting the drainage basin and entering the proposed detention pond for pre- and post-development scenarios. HydroCad analysis for the site can be found in Appendix B. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 2 | Page StormCAD was used to analyze the closed drainage systems for the proposed project. A 25-year return period was used for design. Curbs and gutters channel storm water from the roadways; the storm water is then collected into wing inlets and yard inlets, which eventually is piped to the proposed stormwater ponds. Pond outfall structures will be installed in the pond and discharge into the existing discharge point at a controlled rate less than the pre-developed rate. StormCAD analysis for the site can be found in Appendix C. Grassed areas were estimated using a C-value of 0.25 and pervious areas were estimated using a C-value of 0.95. In each inlet drainage area, impervious areas were hand calculated and weighted with respect to pervious areas to establish a composite C-value for each individual inlet basin. According to our post developed calculations, there will be no adverse effects from our development. SUMMARY OF RESULTS Analysis determined that the proposed detention pond is adequate to effectively handle and store the peak post-development flows observed during a two, five, ten, twenty-five, fifty, and one- hundred-year return events. Please see HydroCad summary in Appendix B showing the pre- developed flow rates and post-developed flow rates for the 2, 5, 10, 25, 50 & 100-year storm events and the associated high-water elevations. A brief summary of the pre vs. post development discharge rates for the project may be seen on the following page. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 3 | Page FLOWRATES(cfs) PRE(TOLAWRENCERD.ROW)POST(TOLAWRENCERD.ROW)REDUCTION 2YEAR 6.93 5.17 1.76 5YEAR 10.43 7.02 3.41 10YEAR 13.94 8.79 5.15 25YEAR 19.48 11.50 7.98 50YEAR 24.65 13.98 10.67 100YEAR 30.07 16.56 13.51 PONDTOP ͲͲͲ PRE(TOSOUTHPL)POST(TOSOUTHPL)REDUCTION HW (POND2) 2YEAR 20.33 20.03 0.30 92.50 5YEAR 30.28 28.85 1.43 92.92 10YEAR 40.24 37.55 2.69 93.28 25YEAR 56.01 52.65 3.36 93.78 50YEAR 70.64 68.47 2.17 94.16 100YEAR 85.97 84.99 0.98 94.51 PONDTOP ͲͲͲ95.50 PRE(TOEASTPL)POST(TOEASTPL)REDUCTION HW (POND1) 2YEAR 23.89 23.46 0.43 82.74 5YEAR 35.30 33.04 2.26 83.19 10YEAR 46.67 43.70 2.97 83.55 25YEAR 64.62 60.53 4.09 84.06 50YEAR 81.22 75.76 5.46 84.50 100YEAR 98.60 91.19 7.41 84.94 PONDTOP ͲͲͲ86.00 + + + + +-+- + + t + + + + t + + t + + +-+- + + + + + + t + + + +-+- + + t + + + + t + + + + + t + + +-+- 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 4 | Page WATER QUALITY CALCULATIONS A = Area of the Site = 19.92 acres I = Percentage of Imperviousness = 56.39% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (56.39) = 0.534 WQv = P * Rv * A/12 = 1.8 inches * 0.534 * 19.92 / 12 = 1.596 ac-ft = 69,503 ft3 The water quality volume is provided within the Wet Pond Storage of Ponds 1 & 2. Pond 1: The primary overflow orifice for the pond is set at an elevation of 81.00. The volume of the wet pond between an elevation of 76.00 (pond bottom) and 81.00 (overflow orifice) is 101,732 ft3. Pond 2: The primary overflow orifice for the pond is set at an elevation of 91.00. The volume of the wet pond between an elevation of 86.00 (pond bottom) and 91.00 (overflow orifice) is 99,270 ft3. The total water quality volume provided within the two (2) wet ponds is 201,002 cubic feet of storage which is greater than the 69,503 cubic feet required. TSS REMOVAL The total suspended solids will be treated by the wet pond. Per the Subdivision Regulations, wet ponds have an 80% TSS removal efficiency. DOWNSTREAM ANALYSIS The site discharge ends up in one of three (3) basins. The West portion of the site discharges into the Right of Way ditch along the East side of Lawrence Rd. This basin then flows West under Lawrence Rd. via an 18”x28” RCAP culvert where it eventually drains to an UT to Cowpen Creek. At the upper invert of the 18”x28” RCAP culvert where the run-off from our site enters this existing basin, the upstream drainage basin is approximately 3.54 acres. The area within our development that discharges to this basin is approximately 1.14 acres (32.20% of the drainage basin at that point). The Central portion of the site is collected by Pond 2. Pond 2 discharges to the Southern property line of the site where it leaves the site and immediately enters an existing wet pond on the adjacent property owner’s property. This pond discharges into an UT to Still Branch. Just South of the Pond 2 stilling basin where the run-off from our site enters this existing basin, the upstream drainage basin is approximately 12.95 acres. The area within our development that discharges to this basin is approximately 9.58 acres (73.97% of the drainage basin at that point). All 3.37 acres of the offsite flow to this basin will be treated and reduced by Pond 2. The Northeast portion of the site is collected by Pond 1. Pond 1 discharges to the Eastern property line of the site where it enters a separate UT to Still Branch. Just East of the Pond 1 stilling basin where the run-off from our site enters this existing basin, the upstream drainage basin is approximately 13.65 acres. The area within our development that discharges to this 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 5 | Page basin is approximately 9.19 acres (67.33% of the drainage basin at that point). All 4.46 acreas of the offsite flow to this basin will be collected by a proposed concrete ditch along the North perimeter of the site which flows East and bypasses Pond 1. The overall existing downstream basin where the UT to Still Branch coming from our East site discharge meets the UT to Still Branch coming from our South site discharge is 206.73 acres total. The overall proposed downstream basin going to this study point is 209.11 acres. The difference in the two numbers is 2.38 acres which is the difference in our pre and post area within our development discharging to Right-of-Way ditch along the East side of Lawrence Road. Since our site consists of 19.92 acres, it only comprises 9.5% of the total proposed downstream basin. Pre and post development discharge rates for the 2 year, 5 year, 10 year, 25 year, 50 year, and 100 year storm events to the downstream study point are shown below. See Appendix A for Pre and Post Downstream Basin Area Maps. See Appendix B for HydroCAD Report including pre and post flow calculations and hydrographs. FLOWRATES(cfs) PRE(DOWNSTREAMBASIN)POST(DOWNSTREAMBASIN)REDUCTION 2YEAR 260.29 258.81 1.48 5YEAR 417.60 413.33 4.27 10YEAR 581.06 574.91 6.15 25YEAR 847.23 838.59 8.64 50YEAR 1101.20 1092.03 9.17 100YEAR 1371.85 1362.74 9.11 PONDTOP ͲͲͲ + + + + + + 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 6 | Page APPENDIX A VICINITY & DRAINAGE MAPS VICINITY MAP N.T.S SITE Friends Cemetery pe1us cotQ: ,,,./ / ... ~ ~ :.1 •. . --;;owPen ---t-_ I 26 25 '-...__/ 0 0 ' Eastern Shore Church--r,::t:::r:::::cr I I I ---+- 87888990919294939596969596959493 9291939495969798979897 9897 96969798979696989997100101102101 100101102103104 104 103 1031021031021011009998979695949392 888990918786848583828178 798077 818283848586828384858687 88 89 90919293949693949596979899100101959697919293949596979896979997979998XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX18" RCP18" RCP18" RCP18" RCP18" RCP24" RCP24" RCP18" RCP18" CPP18" CMP18"X28-1/2" RCAPINV 102.06'INV 101.85'INV 101.11'INV 101.16'INV 99.45'INV 99.23'INV 98.28'INV 98.62'INV 97.47'INV 96.96'INV 95.74'INV 95.51'INV 94.58'INV 95.08'INV 95.54'INV 95.67'INV 95.70'INV 95.75'INV 95.81'INV 96.215'INV 97.00'.86'ASPHALT DRIVEASPHALT ENTRANCEASPHALT DRIVEGRAVEL DRIVECONCRETEDRIVECONCRETEDRIVEGRAVELDRIVEGRAVELDRIVE30" 18" 36" 24" 22" 24" 36" 20" 30" 20" 20" 18" 26" 18" LAWRENCE RD 60 FT. R/W2400306012060 SCALESHEETPRE20210979JRBDRAWN:DATE:SCALE:JOB No.:11/16/211"=60'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallPRE BASINSCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 36532EXISTING TO EAST PLA(TOTAL)=12.24 ACA(IMPERVIOUS)=0.00 ACA(PERVIOUS)=12.24 ACEXISTING TO SOUTH PLA(TOTAL)=11.99 ACA(IMPERVIOUS)=0.06 ACA(PERVIOUS)=11.93 ACEXISTING TOLAWRENCE RD. ROWA(TOTAL)=3.53 ACA(IMPERVIOUS)=0.12 ACA(PERVIOUS)=3.41 ACI t 0---------- I \ \ I ' \' I \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ ' I CI\ I \ \ \ I \ I \ \ ' \ I \ I \ \ C ' \' \ ' '\ ,, ' I I \ _r\ ]I I ' \ I I \ \ I ' \I j\ \l \ '" \I \ \ \ \ I' \ I \ \ \ \ \ \ \ ' \ I I \ \ ' ' \ \ \ I I I \ \ \ \ I I I I ---- I I \ \ \ I I I I / / I I / / / I / I I z,--IE~~~< iiiiiiiiiiiiiiiiiiiii:::_, I I I I r I I I I I / / \ / \ I I I I I I I I I I I / / / \ l / I / / ' ' ' ' ' / / / ' ' I\ ' I --/ ' ' ' ' \ I I ( ' I I x i 'x 1 , ~ I l I I I I I I I I I I I \ I \ \ ' ' ' \ \ \ ' ' ' 1, \I\ \ '<- I ' ' I \ \ I \ \ ! I t ) \ 87888990919294939596969596959493 9291939495969798979897 9897 96969798979696989997100101102101 100101102103104 104 103 1031021031021011009998979695949392 888990918786848583828178 798077 818283848586828384858687 88 89 90919293949693949596979899100101959697919293949596979896979997979998XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX18" RCP18" RCP18" RCP18" RCP24" RCP24" RCP18" RCP18" CPP18" CMP18"X28-1/2" RCAPINV 102.06'INV 101.85'INV 101.11'INV 101.16'INV 99.45'INV 99.23'INV 98.28'INV 98.62'INV 95.74'INV 95.51'INV 94.58'INV 95.08'INV 95.54'INV 95.67'INV 95.70'INV 95.75'INV 95.81'INV 96.215'INV 97.00'.86'ASPHALT DRIVEASPHALT ENTRANCEASPHALT DRIVEGRAVEL DRIVECONCRETEDRIVECONCRETEDRIVEGRAVELDRIVEGELDING ST.GELDING ST.PALAMINO ST.PALAMINO ST.GALLOP DR.LAWRENCE RD 60 FT. R/W2400306012060 SCALESHEETPOST20210979JRBDRAWN:DATE:SCALE:JOB No.:11/16/211"=60'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallPOST BASINSCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 36532PROPOSED BYPASSTO EAST PLA(TOTAL)=5.63 ACA(IMPERVIOUS)=0.43 ACA(PERVIOUS)=5.20 ACPROPOSED TO POND 2A(TOTAL)=11.90 ACA(IMPERVIOUS)=4.90 ACA(PERVIOUS)=7.00 ACPROPOSED TO POND 1A(TOTAL)=8.02 ACA(IMPERVIOUS)=5.13 ACA(PERVIOUS)=2.89 ACPROPOSED TOLAWRENCE RD. ROWA(TOTAL)=1.15 ACA(IMPERVIOUS)=0.56 ACA(PERVIOUS)=0.59 ACPROPOSED BYPASS TO SOUTH PLA(TOTAL)=1.06 ACA(IMPERVIOUS)=0.20 ACA(PERVIOUS)=0.86 AC~ 1,I I I/, I.. t I,' I > '\ I 0---------- I \ \ I I I \ \ \ \ \ \ I \ \ \ \ \ \ I \ I I I I\ I \ \ \ \ I \ I \ I \ \ ' I I \ ,; \ I C ' ~ ~/ ' ti ' I I \ I Z,-IIIIIIIC:IE~~~<iiiiiiiiiiiiiiiiiiiiiiii:_, ]',~\\ ;11,' I I \ ( ~ J 11 , (1 ( \ I\ ) // /J r I \'< 1 ;'111 I t( t f I \ I II I) I \\I \\ ! h II I ) I \"~II I /r \ ' \ I ,/ A ,,, (f ' I 1_~_1 )) : ,' \\ \ \ \ I I I \ \ \ I I', \ \ 1) ' \ \ I I I I I\ '\ ' ' \ I \ I ' \ I '' < I \ '<- I ~ \ ! I t ) I \ \ I I \ 878889 9091 92 94 93 95 9696 959 6 95949 3 92 9193949596979897989798979695 95 94 9697 9897 96 96 98 99 97 100 101 102101 10010110 2 10 3104 10410310 3 102103 102 101 1009998979695 94 9392 888990 91 87 86 84 85 83 82 81 787980778182 83848586 82838485868 788899091929394 96 93 94 95 96 97 9899100101 95969791 92 93 94 95 96 97 98 96979 898 99 999798979899 999898999897979 9 989797 97 9897989898979798979897989 8 98 97 99999 8 99999910010010010010010010010010010099 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP15" RCP13-1/2"X22" RCAP15" RCP24" RCP24" RCP18" RCP18" CPP18" CMP18"X28-1/2" RCAPINV 102.06'INV 101.85'INV 101.11'INV 101.16'INV 99.45'INV 99.23'INV 98.28'INV 98.62'INV 97.47'INV 96.96'INV 95.74'INV 95.51'INV 94.58'INV 95.08'INV 95.54'INV 95.67'INV 95.70'INV 95.75'INV 95.81'INV 96.215'INV 97.00'INV 96.86'INV 96.24'INV 96.43'INV 96.58'INV 96.55'INV 96.51'INV 97.95'INV 98.23'INV 98.68'INV 98.88'INV 98.58'INV 98.47'INV 95.56'INV 96.81'INV 96.83'INV 55.00'INV 55.21'INV 54.57'INV 54.15'2-60" RCP ASPHALT DRIVE ASPHALT DRIVE ASPHALT DRIVE ASPHALT DRIVE DIRTDRIVE GRAVELDRIVE DIRTDRIVE ASPHALT DRIVE ASPHALT DRIVE ASPHALT ENTRANCE ASPHALT DRIVE GRAVEL DRIVE CONCRETEDRIVE CONCRETEDRIVE GRAVELDRIVE GRAVELDRIVE CONCRETEDRIVE GRAVELDRIVE GRAVELDRIVE DIRTDRIVE CONCRETEDRIVE CONCRETEDRIVE GRAVELDRIVE 30" 18" 36" 24" 22" 24" 36" 20" 30" 20" 20" 18" 26" 18" LAWRENCE RD 60 FT. R/W600075150300150 SCALESHEETPRE20210979JRBDRAWN:DATE:SCALE:JOB No.:11/16/211"=150'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallPRE DOWNSTREAM BASINCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 36532EXISTING TO EAST PLA(TOTAL)=12.24 ACA(IMPERVIOUS)=0.00 ACA(PERVIOUS)=12.24 ACFLOW PATH=1,332 LFEXISTING FROM NORTHA(TOTAL)=61.55 ACA(IMPERVIOUS)=2.55 ACA(PERVIOUS)=59.00 ACEXISTING FROM EASTMEETING POINTA(TOTAL)=25.54 ACA(IMPERVIOUS)=0.61 ACA(PERVIOUS)=24.93 ACEXISTING TO SOUTH PLA(TOTAL)=11.99 ACA(IMPERVIOUS)=0.06 ACA(PERVIOUS)=11.93 ACEXISTING FROM SOUTHMEETING POINTA(TOTAL)=16.86 ACA(IMPERVIOUS)=0.00 ACA(PERVIOUS)=16.86 ACEXISTING FROM SOUTHA(TOTAL)=47.43 ACA(IMPERVIOUS)=1.63 ACA(PERVIOUS)=45.80 ACEXISTING FROM SOUTH PLA(TOTAL)=26.53 ACA(IMPERVIOUS)=0.54 ACA(PERVIOUS)=25.99 ACEXISTING FROM EAST PLA(TOTAL)=4.59 ACA(IMPERVIOUS)=0.35 ACA(PERVIOUS)=4.24 ACFLOW PATH=1,352 LFFLOW PATH=2,147 LFFLOW PATH=513 LFFLOW PATH=1,161 LFFLOW PATH=925 LFFLOW PATH=2,319 LFFLOW PATH=1,288 LF~ N I\ ' 11 )' < I l I I I \ "' l"' ( ~ \ i I ~::::;--j ": \ I y I C l, I' I ,, \ r ~' ) < '\ I r \ \ '\ ) \ \ \(, I ■ 1,J ,r t ()I I I"' I ) 'i \ / I ;;' I /, I -' ,v / r \ I I I ( ' \ \ I l l' \ I /( o I ) ) I I ; -_../ I 1 ,.. ~ ----4~-·---' /' ' ,---- ,I~~ -~~ --,-;~-=--:.-•• ~.-: I : \..., -\ ~.... .:----------: '-. .... , ---~-~-':._-:_ ',_ ,' //\'•--,,\ / ,, ', /~ ~ \' \,-,. --------------iu-~==-- J/ / ( r o " ;,-- 'I I I ( \ 1 1/ I' ii ! 'r / / II 11)/ / I/ I If) ,/ I I I I I I I I , ,, f I I ( ff/ , ;,, ~ -.. Ii ' ~.r.,h ~~ I i .JI [ ,'I ' _ ""f"-1 rf '71 I' "►-' I I I I' I I I \y I I I I. I I I I I ,'------' I I ,,,' I ,f' ' I I , , , ~-/' ,, II --/ ----/ --/ ( \ ',/ '1 C' I C' r I ,s IC ,I I ), ' \. ~ 1 ( I \( ) ') ) _1/, J Ir .. ~ > I r :\. \.o ( I \_I \( , ' ! / 0 (JI 'J''11 \', I I I \I I I 'i I II ~ "' \I I I II ',, \ ~ ,\, 878889 9091 92 94 93 95 9696 959 6 95949 3 92 9193949596979897989798979695 95 94 9697 9897 96 96 98 99 97 100 101 102101 10010110 2 10 3104 10410310 3 102103 102 101 1009998979695 94 9392 888990 91 87 86 84 85 83 82 81 787980778182 83848586 82838485868 788899091929394 96 93 94 95 96 97 9899100101 95969791 92 93 94 95 96 97 98 96979 898 99 999798979899 999898999897979 9 989797 97 9897989898979798979897989 8 98 97 99999 8 99999910010010010010010010010010010099 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP15" RCP13-1/2"X22" RCAP15" RCP24" RCP24" RCP18" RCP18" CPP18" CMP18"X28-1/2" RCAPINV 102.06'INV 101.85'INV 101.11'INV 101.16'INV 99.45'INV 99.23'INV 98.28'INV 98.62'INV 97.47'INV 96.96'INV 95.74'INV 95.51'INV 94.58'INV 95.08'INV 95.54'INV 95.67'INV 95.70'INV 95.75'INV 95.81'INV 96.215'INV 97.00'INV 96.86'INV 96.24'INV 96.43'INV 96.58'INV 96.55'INV 96.51'INV 97.95'INV 98.23'INV 98.68'INV 98.88'INV 98.58'INV 98.47'INV 95.56'INV 96.81'INV 96.83'INV 55.00'INV 55.21'INV 54.57'INV 54.15'2-60" RCP ASPHALT DRIVE ASPHALT DRIVE ASPHALT DRIVE ASPHALT DRIVE DIRTDRIVE GRAVELDRIVE DIRTDRIVE ASPHALT DRIVE ASPHALT DRIVE ASPHALT ENTRANCE ASPHALT DRIVE GRAVEL DRIVE CONCRETEDRIVE CONCRETEDRIVE GRAVELDRIVE GRAVELDRIVE CONCRETEDRIVE GRAVELDRIVE GRAVELDRIVE DIRTDRIVE CONCRETEDRIVE CONCRETEDRIVE GRAVELDRIVE 30" 18" 36" 24" 22" 24" 36" 20" 30" 20" 20" 18" 26" 18" LAWRENCE RD 60 FT. R/W600075150300150 SCALESHEETPOST20210979JRBDRAWN:DATE:SCALE:JOB No.:11/16/211"=150'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallPOST DOWNSTREAM BASINCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566Gables onLawrenceFairhope, Alabama 36532EXISTING FROM NORTHA(TOTAL)=61.55 ACA(IMPERVIOUS)=2.55 ACA(PERVIOUS)=59.00 ACEXISTING FROM EASTMEETING POINTA(TOTAL)=25.54 ACA(IMPERVIOUS)=0.61 ACA(PERVIOUS)=24.93 ACEXISTING FROM SOUTHMEETING POINTA(TOTAL)=16.86 ACA(IMPERVIOUS)=0.00 ACA(PERVIOUS)=16.86 ACEXISTING FROM SOUTHA(TOTAL)=47.43 ACA(IMPERVIOUS)=1.63 ACA(PERVIOUS)=45.80 ACEXISTING FROM SOUTH PLA(TOTAL)=26.53 ACA(IMPERVIOUS)=0.54 ACA(PERVIOUS)=25.99 ACEXISTING FROM EAST PLA(TOTAL)=4.59 ACA(IMPERVIOUS)=0.35 ACA(PERVIOUS)=4.24 ACFLOW PATH=2,147 LFFLOW PATH=513 LFFLOW PATH=1,161 LFFLOW PATH=925 LFFLOW PATH=2,319 LFFLOW PATH=1,288 LFPROPOSED TO EAST PLA(TOTAL)=13.65 ACA(IMPERVIOUS)=5.56 ACA(PERVIOUS)=8.09 ACPROPOSED TO SOUTH PLA(TOTAL)=12.96 ACA(IMPERVIOUS)=5.10 ACA(PERVIOUS)=7.86 AC~ N I\ ' I \ 11 )' ' I < I ( J l, ( \ I "' l"' ~ \ i I , +~/ ;. l ( ,, \ r ~' ) < '\ '\ ) \ \ \(, I I < \ \ ~ / ( "r o ;,-- ~ O'fl I{ ' ~.r.,h ;;' I -' I I ()I I I"' I ) 'i \ / ,v I < I I /, \ \ I I ( t ' \ \ I l l' \ I /( o I ) ) I I ; 'I \ I ( \ 11/ I' 1/ J 'r / / \I I')/ I I/ I If) ,/ I I ' ' I I I I , ,, f I I ( ff/ , I ,f' ' I I , , , ~-/' ,, II --/ ----/ --/ '1 ~J I i.JI [ ,'I ' ~; I(_ ,,,' _ ""f"-1 rf '71 I' I I I I I I I I I \y I. I I I I ,'-----J ( \ C' ',/ I C, r I ,s IC ,I I ), ' \. ~ 1 ( I \( ) ') ) ,1/, J Ir .. ~ > I r :\. \.o ( I \_I \( , ' ! / 0 (JI 'J''11 \', I I I \I I I 'i I II ~ "' \I I I II ',, \ ~ ,\, 1-L NEEL-SCHAFFER eng i neers planners surveyors ..... -Solut:lons you can bulld upon January 6, 2022 Mr. Hunt.er Simmons Planning and Zoning Manager City offairhope 161 North Section Street Fairhope, Alabama 36532 Re: Drainage Rev iew -Gables at the Lawrence SR 18 1 Dear Mr. Simmons: environmental scientists landscape a r chitects We have reviewed the drainage from latest site plans submittal for the above referenced property. Please see the comments below from our review: l. ln the southern Basin (Pond 2), you are disc harging directly into the neighbor's pond. Please provide rating c urve for the pond discharge structure that shows that it can handle th e addi tion al flow as a result from this development. 2. The proposed ditch along the north and e ast property line ends at the back side of the n e ighbor 's house . We recommend extending the concrete ditch to the sti lling basin behind Pond I or to discharge this ditch into your de signed pond 1. 3. By placing this concrete ditch in, it will decrease the time of concentration for this offsite water to pass through th e site on to the neighboring properties. Please show in your drainage calculatio ns this ditch capacity design and U1e t ime increase to reach the di scharge point at the back side of the pond. 4. The Basin for Pond 1, along with the bypassin g ditch, ha s over an acre increase in the basin area discharging to the rear of the site for post development than was for pre deve lopm ent area. These flows may be attenuated in the pond but there is a concern that the volum e o f s torm water wi ll increase in this discharge over long periods of time. We recommend verifying th e offsite swales at tlie residen tial homes and any pipes there will handle the combined flows calculated that is leaving pon d I and the concrete ditch on the neighboring property. 5 . In reviewing yo ur conduit tables results from StonnCAD, it appears that your pipes are designed under pressure where the flow is higher than the pipe capacity (Pipe A l to A2 for example). We recommend pipes be sized to handle the flow without pressurizing. If you have any questions, please give us a cal l. Sincerely, 7 rnCHAFF ;(fc~ron, P.E. Senior Project Manager 851-East 1-65 Service Road South, Suite 1000 , Mobile , AL 36606 251.471 .2000 , Fax 251 .471.5997 Page 1 of 2 Mr. Nathan Cox Lawrence Road October 8, 2021 October 8, 2021 Mr. Nathan Cox 29891 Woodrow Lane Spanish Fort AL, 36527 RE: Lawrence Road PPIN 007618 Township 6 South, Range 2 East, Section 24 Baldwin County Investigator(s): Daniel Calametti Dear Mr. Cox, Dewberry Engineers Inc. conducted a wetland delineation on the subject property identified as PPIN 007618 by the Baldwin County Revenue Commission. The purpose of the evaluation was to determine suitability for development by identifying the presence/absence and extent of wetlands on the subject property. Pre-evaluation of the site utilized USGS Topographic Maps, USDA Natural Resources Conservation Service Web Soil Survey, Baldwin County and Aerial photography. Onsite evaluations were made using the three criteria of soils, vegetation and hydrology to determine jurisdictional characteristics as determined by the US Army Corps of Engineers 1987 Wetland Delineation manual and amendments thereto. Site was found to be under typical conditions and therefore a level 2 routine approach was followed. Investigator conducted on-site reconnaissance by walking transects throughout the subject property on October 6, 2021. Weather was cloudy and approximately 86°F. The following characteristics were observed throughout the subject property: Soils •No hydric soils present on site. •Soils throughout majority site had a loamy consistency. Hydrology •A1 (High Water Table) •A2 (Saturation) t Dewberry· 9 Dewberry· Dewberry Engineers Inc . 25353 Friendship Road Daphne, AL 36526 251 .990.9950 251 .990.9910 fax www.dewberry.com Page 2 of 2 Mr. Nathan Cox Lawrence Road October 8, 2021 Vegetation • Predominant Trees: Sweet Gum (Liquidambar styraciflua); Popcorn Tree (Triadica sebifera); Water Oak (Quercus nigra) • Additional vegetation included: Soybeans (Glycine max); Chamber Bitter (Phyllanthus urinaria); Crab Grass (Digitaria ciliaris) Conclusion As represented on attached exhibit, the entirety of the subject property consisted strictly of uplands had no wetlands on site. Additional observations Although no wetlands were found on site, three areas exhibited significant hydrology at time of inspection. Data sheets for these three areas were taken in these three areas and are attached below. Please do not hesitate to contact us with any additional questions. Respectfully, Cathy S. Barnette Senior Environmental Scientist Note: This report is for client use only and not to be utilized by third party without written consent of client and Dewberry Engineers, Inc. Attachments Topography Aerial Soils Map I Dewberry· Subject Property Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community,Copyright:© 2013 National Geographic Society, i-cubed Applicant: Terracore DevelopmentProject Name: Lawrence Road Township: 6S Range: 2E Section: 24Fairhope, AL ² 0 3,0001,500 Feet ID Dewberry· , 't!IP· '\ ---_\cP ..----::.- • -_........ 0 ,r ~ f ·; ft 0 • /4, .,,, -;; Sa (: - :, D ~ . • % ~ •e••-r.• ••.;•:;_ 1/S O • -- .. ---------- DP1 (UPL) DP2 (UPL)DP3 (UPL) Subject Property Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Applicant: Terracore DevelopmentProject Name: Lawrence Road Township: 6S Range: 2E Section: 24Fairhope, AL ² 0 600300Feet tijj Dewberry· •• • Marlboro Very Fine Sandy Loam Grady Tifton Very Fine Sandy Loam Tifton Very Fine Sandy Loam Carnagie Very Fine Sandy Loam Carnagie Very Fine Sandy Loam Source: USDA NRCS, Esri, Source: USDA Natural ResourcesConservation Service Applicant: Terracore DevelopmentProject Name: Lawrence Road Township: 6S Range: 2E Section: 24Fairhope, AL ² 0 1,000500Feet US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0 WETLAND DETERMINATION DATA FORM – Atlantic and Gulf Coastal Plain Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No Is the Sampled Area within a Wetland? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Aquatic Fauna (B13) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Marl Deposits (B15) (LRR U) Drainage Patterns (B10) Saturation (A3) Hydrogen Sulfide Odor (C1) Moss Trim Lines (B16) Water Marks (B1) Oxidized Rhizospheres along Living Roots (C3) Dry-Season Water Table (C2) Sediment Deposits (B2) Presence of Reduced Iron (C4) Crayfish Burrows (C8) Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Thin Muck Surface (C7) Geomorphic Position (D2) Iron Deposits (B5) Other (Explain in Remarks) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test (D5) Water-Stained Leaves (B9) Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0 VEGETATION (Four Strata) – Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. 2. 3. 4. 5. 6. 7. 8. = Total Cover 50% of total cover: 20% of total cover: Sapling/Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. = Total Cover 50% of total cover: 20% of total cover: Herb Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. = Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. = Total Cover 50% of total cover: 20% of total cover: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A)(B) Prevalence Index = B/A = 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes No Remarks: (If observed, list morphological adaptations below). Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50%X US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S) Black Histic (A3) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 153B) 5 cm Mucky Mineral (A7) (LRR P, T, U) Depleted Dark Surface (F7) Red Parent Material (TF2) Muck Presence (A8) (LRR U) Redox Depressions (F8) Very Shallow Dark Surface (TF12) 1 cm Muck (A9) (LRR P, T) Marl (F10) (LRR U) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Ochric (F11) (MLRA 151) Thick Dark Surface (A12) Iron-Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Coast Prairie Redox (A16) (MLRA 150A) Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. Sandy Gleyed Matrix (S4) Reduced Vertic (F18) (MLRA 150A, 150B) Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: WETLAND DETERMINATION DA TA FORM -Atlantic and Gulf Coastal Plain Region Project/Site : Lawrence Road City/County: Fairhope/Baldwin Sampling Date : 10/6/2021 Applicant/O wner : Terracore Development LLC State : _A_L ___ Sampling Point : _D_P_2 ___ _ lnvestigator(s): Daniel Calametti Section , Township , Range: _2_4_,_6_S_,_2_E _____________ _ Landform (hillslope , terrace , etc.): _H_i_lls_l_o_p_e ________ Local relief (concave , con vex , none ): _C_o_n_c_a_v_e ____ Slope (%): _2_-5 __ Subregion (LRR or MLRA): LRR p Lat: 30.514600 Long: -87.833769 Datum: CORS 86 Soil Map Unit Name: Carnagie v ery fine sandy loam NWI classification: _N_I_A _______ _ Are climatic/ hydrologic conditions on the site typical for this time of year? Yes _Y __ No ___ (If no, explain in Remarks .) Are Vegetation __ , Soil ___ , or Hydrology ___ significantly disturbed? Are "Normal Circumstances " present? Yes_Y __ No __ _ Are Vegetation __ , Soil ___ , or Hydrology ___ naturally problematic? (If needed , explain any ans wers in Remarks .) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, transects, important features, etc. Hyd rophytic Vegetation Present? Yes_Y __ No ---Is the Sampled Area Hydric Soil Present? Yes ---No_N __ within a Wetland? Wetland Hydrology Present? Yes_Y __ No --- Remarks: HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one is required; check all that apply) D Surface Water (A1) D Aquatic Fauna (B13) @ High Water Table (A2) □ Marl Deposits (B15) (LRR U) @ Saturation (A3 ) D Hydrogen Sulfide Odor (C1) D Water Marks (B1) D Oxidized Rhizospheres along Living Roots (C3) B Sediment Deposits (B2) D Presence of Reduced Iron (C4) _ Drift Deposits (B3 ) D Recent Iron Reduction in Tilled Soils (C6 ) D Algal Mat or Crust (B4) D Thin Muck Surface (C?) D Iron Deposits (B5) D Other (Explain in Remarks) D Inundation Visible on Aerial Imagery (B7) D Water-Stained Leaves (B9 ) Field Observations : Surface Water Present? Water Table Present? Yes __ No_N __ Depth (inches): ____ _ Yes_Y __ No __ Depth (inches):_6 ____ _ Yes No N Secondary Indicators (minimum of two required) 0 Surface Soil Cracks (B6 ) IZJ Sparsely Vegetated Concave Surface (B8) D Drainage Patterns (B10 ) D Moss Trim Lines (B16 ) D Dry-Season Water Table (C2 ) D Crayfish Burrows (CS) 0 Saturation Visible on Aerial Im agery (C9) 0 Geomorphic Position (D2 ) □ Shallow Aquitard (D3) □ FAC-Neutral Test (D5) 0 Sphagnum moss (D8 ) (LRR T, U) Saturation Present? Yes _Y __ No __ Depth (inches): 1 Wetland Hydrology Present? Yes_Y __ No __ _ (includes caoillarv frinoe) Describe Recorded Data (stream gauge , monitoring well , aerial photos , previous inspections), if available : Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 VEGETATION (Four Strata) -Use scientific names of plants. Sampling Point : _D_P_2 __ _ Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft ) % Cover SQecies? status Number of Dominant Species 1. N/A That Are OBL , FACW, or FAC: 2 (A ) 2. Total Number of Dominant 3. Species Across All Strata : 2 (B) 4. 5. Percent of Dominant Species 100% That Are OBL, FACW, or FAC: (A/B) 6. 7. Prevalence Index worksheet: 8. Total % Cover of: MultiQIY by: 40 = Total Cover OBL species X 1 = 50% of total cover: 20 20% of total cover: 8 FACW species x2= SaQling/Shrub stratum (Plot size: 30 ft ) FAC species x 3= 1. N/A FACU species x 4= 2. UPL species x5= 3. Column Totals: (A) (B) 4. Prevale nce Index = BIA= 5. Hydrophytic Vegetation Indicators: 6. 7. - 1 -Rapid Test for Hydrophytic Vegetation L 2-Dominance Test is >50% 8. 3 -Pre va lence Index is :53.0 1 -= Total Cover _ Problematic Hydrophytic Vegetation 1 (Explain ) 50% of total cover: 20% of total cover: Herb Stratum (Plot size : 30 ft ) 1Indicators of hydric soil and wetland hydrology must 1. Phyllanthus urinaria 35 y FAC be present , unless disturbed or problematic . 2. Glycine max 35 y FAC Definitions of Four Vegetation Strata: 3. Solidago altissima 5 N FACW Ambrosia artemisiifolia 5 N FACU Tree -Woody plants , excluding vines , 3 in. (7 .6 cm ) or 4. more in diameter at breast height (DBH), regardless of 5. Andropogon virginicus 5 N FAC height. 6. Sapling/Shrub -Woody plants , excluding v ines , less 7. than 3 in. DBH and greater than 3.28 ft (1 m) tall. 8. Herb -All herbaceous (non-woody) plants , regardless 9. of size , and w oody plants less than 3.28 ft tall. 10. Woody vine -All woody vines greater than 3.28 ft in 11. height. 12. 85 = Total Cover 50 % of total cover: 42.5 20% of total cover: 17 Woody Vine stratum (Plot size: 30 ft ) 1. N/A 2. 3. 4. 5. Hydrophytic = Total Cover Vegetation Yes_Y __ 50% of total cover: 20 % of total cover: Present? No --- Remarks: (If observed, list morphological adaptations below). Sample area is on edge of planted soy bean field with no tree or sapling stratum present. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 SOIL Sampling Point: DP2----- Profile De scription: (Describe to the depth needed to document the indicator or con firm the abse nce of indicators.) Depth Matrix Redox Features (inches) Color (moist) ____.'.'&_ Color (moist) ____.'.'&_ � Loe" 0-13 7.5YR 4/2 100 --------- 14-24+7.5YR 5/6 100 --------- --------- --------- --------- --------- ---------1Type: C=Concentration, D=Depletion. RM=Reduced Matrix, MS=Masked Sand Grains. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) O Histosol (A1)Q Polyvalue Below Surface (SB) (LRR S, T, U) B Histic Epipedon (A2) 8 Thin Dark Surface (S9) (LRR S, T, U) Black Histic (A3) Loamy Mucky Mineral (F1) (LRR 0) 0 Hy drogen Sulfide (A4)0 Loamy Gleyed Matrix (F2)B Stratified Layers (A5) B Depleted Matrix (F3) Organic Bodies (AS) (LRR P, T, U) Redox Dark Surface (F6) B 5 cm Mucky Mineral (A7) (LRR P, T, U) B Depleted Dark Surface (F7) Muck Presence (AB) (LRR U) Redox Depressions (F8) 0 1 cm Muck (A9) (LRR P, T) 0 Marl (F10) (LRR U) Text ure Remarks s Loam S.Loam 2Location: PL=Pore Lining. M=Matrix. Indicators for Problematic Hydric Soils3: 0 1 cm Muck (A9) (LRR 0) E 2 cm Muck (A10) (LRR S) Reduced Vertie (F18) (outside MLRA 150A,B) "D Piedmont Floodplain Soils (F19) (LRR P, S, T)"D Anomalous Bright Loamy So ils (F20) (MLRA 153B) D Red Parent Material (TF2)D Very Shallow Dark Surface (TF12) :0 Other (Explain in Remarks)0 Depleted Below Dark Surface (A 11) □Depleted Ochric (F11) (M LRA 151) 0 Thick Dark Surface (A12) 0 Iron-Manganese Masses (F12) (LRR 0, P, T) 3 In di cat ors of hydrophytic vegetation and B Coast Prame Redox (A16) (MLRA 150A) B Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Sandy Mucky Mineral (S1) (LRR 0, S) Delta Ochric (F17) (M LRA 151) unless disturbed or problematic 0 Sandy Gleyed Matrix (S4)0 Reduced Verlie (F18) (MLRA 150A, 150B) B Sandy Redox (S5) B Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) 0 Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Typ e: Dep th (inches): Hydric Soil Present? Remarks: Yes ---No_N __ US Army Corps of Eng ineers Atlantic and Gulf Coastal Plain Region -Version 2.0 --------------- WETLAND DETERMINATION DA TA FORM -Atlantic and Gulf Coastal Plain Region Project/Site : Lawrence Road City/County: Fairhope/Baldwin Sampling Date : 10/6/2021 Applicant/O w ner : Terracore Development LLC State : _A_L ___ Sampling Point : _D_P_3 ___ _ lnvestigator(s): Daniel Calametti Section , Township , Range: _2_4_,_6_S_,_2_E _____________ _ Landform (hillslope , terrace , etc.): _H_i_lls_l_o_p_e ________ Local relief (concave , con vex , none ): _C_o_n_c_a_v_e ____ Slope (%): _N_IA __ Subregion (LRR or MLRA): LRR p Lat: 30.515208 Long: 87.835386 Datum: CORS 86 Soil Map Unit Name: Grady Soils NWI classification: _N_I_A _______ _ Are climatic/ hydrologic conditions on the site typical for this time of year? Yes _Y __ No ___ (If no, explain in Remarks .) Are Vegetation __ , Soil ___ , or Hydrology ___ significantly disturbed? Are "Normal Circumstances " present? Yes_Y __ No __ _ Are Vegetation __ , Soil ___ , or Hydrology ___ naturally problematic? (If needed , explain any answ ers in Remarks .) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, transects, important features, etc. Hyd rophytic Vegetation Present? Yes_Y __ No ---Is the Sampled Area Hydric Soil Present? Yes ---No_N __ within a Wetland? Wetland Hydrology Present? Yes_Y __ No --- Remarks: HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one is required; check all that apply) D Surface Water (A1) D Aquatic Fauna (B13) □ High Water Table (A2) □ Marl Deposits (B15) (LRR U) l2J Saturation (A3 ) D Hydrogen Sulfide Odor (C1) 0 Water Marks (B1) D Oxidized Rhizospheres along Living Roots (C3) B Sediment Deposits (B2) D Presence of Reduced Iron (C4) _ Drift Deposits (B3 ) D Recent Iron Reduction in Tilled Soils (C6 ) D Algal Mat or Crust (B4) 0 Thin Muck Surface (C?) D Iron Deposits (B5) 0 Other (Explain in Remarks) D Inundation Visible on Aerial Imagery (B7) D Water-Stained Leaves (B9 ) Field Observations : No _N __ Depth (inches): ____ _ No _N __ Depth (inches): ____ _ Yes No N Secondart Indicators (minimum of two required) 0 Surface Soil Cracks (B6 ) IZJ Sparsely Vegetated Concave Surface (B8) D Drainage Patterns (B10 ) D Moss Trim Lines (B16 ) D Dry-Season Water Table (C2 ) D Crayfish Burrows (CS) 0 Saturation Visible on Aerial Im agery (C9) 0 Geomorphic Position (D2 ) □ Shallow Aquitard (D3) □ FAC-Neutral Test (D5) 0 Sphagnum moss (D8 ) (LRR T, U) Surface Water Present? Water Table Present? Saturation Present? (includes caoillarv frinoe) Yes __ Yes __ Yes_Y __ No __ Depth (inches):_2 ____ _ Wetland Hydrology Present? Yes_Y __ No __ _ Describe Recorded Data (stream gauge , monitoring well , aerial photos , previous inspections), if available : Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 VEGETATION (Four Strata) -Use scientific names of plants. Sampling Point: _D_P_3__ _ Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft ) % Cover S12ecies? Status Quercus virginiana 5 y FACU Number of Dominant Species 2 1. That Are OBL, FACW, or FAC: (A) 2. Total Number of Dominant 3. Species Across All Strata: 3 (B) 4. 5. Percent of Dominant Species 67% That Are OBL, FACW, or FAC: (A/B) 6. 7. Prevalence Index worksheet: 8. Total % Cover of: MultiQIY by: 40 = Total Cover OBL species X 1 = 50% of total cover: 20 20% of total cover: 8 FACW species x2= SaQling/Shrub Stratum (Plot size: 30 ft ) FAC species x3= 1.N/A FACU species x4= 2. UPL species x5= 3. Column Totals: (A) (B) 4. Prevalence Index = BIA= 5. Hydrophytic Vegetation Indic ators : 6. - 1 -Rapid Test for Hydrophytic Vegetation7. ..L 2 - Dominance Test is >50% 8. 3 -Prevalence Index is :,3.0 1 = Total Cover _ Problematic Hydrophytic Vegetation 1 (Explain) 50% of total cover: 20% of total cover: Herb Stratum ( Plot size: 30 ft ) 1 Indicators of hydric soil and wetland hydrology must 1.Digitaria ciliaris 55 y FAC be present, unless disturbed or problematic. 2.Glycine max 20 y FAC Definitions of Four Vegetati on Strata: 3.Tr ifolium repens 5 N FACU Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or 4. more in diameter at breast height (DBH), regardless of 5. height. 6. Sapling/Shrub -Woody plants, excluding vines, less 7. than 3 in. DBH and greater than 3.28 ft (1 m) tall. 8. Herb -All herbaceous (non-woody) plants, regardless 9. of size, and woody plants less than 3.28 ft tall. 10. Woody vine -All woody vines greater than 3.28 ft in 11. height. 12. 80 = Total Cover 50% of total cover: 40 20% of total cover: 16 Woody Vine Stratum (Plot size: 30 ft ) 1.N/A 2. 3. 4. 5. Hydr ophytic = Total Cover Vegetation Yes_Y __ 50% of total cover: 20% of total cover: Present? No --- Remarks: (If observed, list morph ological adaptations below). Sample area is on edge of planted soy bean field with only one planted tree present. Herbace ous stratum is dominated by planted grass. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 SOIL Sampling Point: _D_P_3 __ _ Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matri x Redox Features (inchesj Color (moistl ~ Color (moistl ~~ Loc L Te xture Remarks 0-2 7.5YR 3/2 100 S. Loam --------- 3-14 7.5YR 4/2 100 S. Loam --------- 15-24+ 7.5YR 6/3 100 S. Loam --------- --------- --------- --------- --------- 1Type: C=Concentration , D=Deplet io n, RM=Reduced Matri x, MS=Masked Sand Grains. 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3 : O Histosol (A1) 0 Polyvalue Below Surface (S8) (LRR S, T, U) 0 1 cm Muck (A9) (LRR 0) B Histic Epipedon (A2) B Thin Dark Surface (S9) (LRR S, T, U) B 2 cm Muck (A10 ) (LRR S) Black Histic (A3) Loamy Mucky Mineral (F1) (LRR 0) Reduced Vertie (F18) (outside M LRA 150A,8) 0 Hydrogen Sulfide (A4) 0 Loamy Gleyed Matrix (F2) TI Piedmont Floodplain Soils (F19 ) (LRR P, S, T) B Stratified Layers (A5) B Depleted Matrix (F3) TI Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 1538) B 5 cm Mucky Mineral (A?) (LRR P, T, U) B Depleted Dark Surface (F7) D Red Parent Material (TF2 ) Muck Presence (A8) (LRR U) Redox Depressions (F8) "D Very Shallow Da rk Surface (TF12) 0 1 cm Muck (A9) (LRR P, T) □ Marl (F10) (LRR U) :0 Other (Explain in Remarks ) 0 Depleted Below Dark Surface (A11) 0 Depleted Ochric (F11) (MLRA 151) 0 Thick Dark Surface (A12) D Iron-Manganese Masses (F12 ) (LRR 0, P, T) 3 Indicators of hydrophytic vegetation and B Coast Prairie Redox (A16) (MLRA 150A) B Umbric Surface (F13) (LRR P, T, U) we tland hydrology must be present , Sandy Mucky Mineral (S1) (LRR 0, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. 0 Sandy Gleyed Matrix (S4) □ Reduced Vertie (F18) (MLRA 150A, 1508) B Sandy Redox (S5) B Piedmont Floodplain Soils (F19 ) (MLRA 149A) Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) 0 Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches ): Hydric Soil Present? Yes --No_N __ Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 TRAFFIC IMPACT ANALYSIS for Lawrence Road Townhomes Final Report November 2021 Prepared by: I L NEEL~SCHAFFER - LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec1_intro.doc TABLE OF CONTENTS Section ....................................................................................................................................................... Page No. Section 1 Introduction ................................................................................................... 1 - 1 Figure 1.1 Project Location Map ........................................................................ 1 - 2 Section 2 Existing Conditions ......................................................................................... 2 - 1 2.1 County Road 48 ......................................................................................................... 2 - 1 2.2 Lawrence Road .......................................................................................................... 2 - 1 2.3 Intersection of County Road 48 and Lawrence Road .................................................. 2 - 1 Section 3 Evaluation of Existing Conditions ................................................................... 3 - 1 3.1 Existing Traffic Volumes ............................................................................................. 3 - 1 Figure 3.1 Existing Traffic Volumes .................................................................... 3 - 2 3.2 Basis of Analysis ........................................................................................................ 3 - 1 3.3 County Road 48 and Lawrence Road ......................................................................... 3 - 3 Figure 3.2 Existing Intersection Level-of-Service ............................................... 3 - 3 Section 4 Proposed Development .................................................................................. 4 - 1 4.1 Proposed Site ............................................................................................................. 4 - 1 Figure 4.1 Proposed Site Plan .............................................................................. 4 - 2 4.2 Trip Generation .......................................................................................................... 4 - 3 Table 4.1 Trip Generation ................................................................................... 4 - 3 Figure 4.2 Site Traffic Assignment ........................................................................ 4 - 4 4.3 Non-Site Traffic Forecast ............................................................................................ 4 - 5 Table 4.2 Historical Daily Traffic Volumes ........................................................... 4 - 5 4.4 Year 2024 Total Traffic ............................................................................................... 4 - 5 Figure 4.3 2024 Non-Site Traffic........................................................................... 4 - 6 Figure 4.4 2024 Total Traffic ................................................................................ 4 - 7 4.5 Year 2024 Traffic Analysis .......................................................................................... 4 - 8 Table 4.3 Year 2024 Non-Site Traffic Level-of-Service ........................................ 4 - 8 Table 4.4 Year 2024 Total Traffic Level-of-Service.............................................. 4 - 8 Section 5 Recommendations and Conclusions ............................................................... 5 - 1 5.1 Auxiliary Lane Warrants ............................................................................................. 5 - 1 5.2 Conclusions ................................................................................................................ 5 - 1 Figure 5.1 Recommended Improvements ............................................................. 5 - 2 LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec1_intro.doc Appendix Year 2021 Existing Traffic Volumes Peak Hour Volumes and Trip Distribution Year 2021 HCS Analysis Year 2024 HCS Analysis Auxiliary Lane Warrant Sheets LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 1 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec1_intro.doc Section 1 Introduction This report summarizes the findings of the traffic analysis performed by Neel-Schaffer, Inc. as requested by TerraCore Development Services, LLC for the construction of the Lawrence Road Townhomes. The project site is along Lawrence Road south of County Road 48 in Baldwin County, Alabama. Development of the site is planned to include the construction of a 150-unit townhome complex. The purpose of this analysis is to estimate the trip generation potential for the project site and evaluate the impact of the site traffic on adjacent roadways and intersections. Based on these impacts, recommended improvements were evaluated to mitigate traffic concerns as they relate to the site development. To analyze the related impact to the surrounding area, existing roadway capacity and non-site traffic levels-of-service were also evaluated. LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 2 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec2_Xconditions.doc Section 2 Existing Conditions The project site is located on the east side of Lawrence Road south of County Road 48. Currently, the proposed site is currently land use is agricultural. Direct access to the property is limited to Lawrence Road. The study area is comprised of one adjacent existing intersection: County Road 48 with Lawrence Road. 2.1 County Road 48 County Road 48 is an undivided two-lane roadway. County Road 48 has a typical section that consist of two 12-foot lanes and open ditches in the vicinity of the proposed site. County Road 48 is functionally classified as a major collector and has a posted speed limit of 45 miles per hour near the proposed project site. In 2020, the Alabama Department of Transportation indicated an ADT of 8,392 vehicles per day on County Road 48 west of Lawrence Road. 2.2 Lawrence Road Lawrence Road is an undivided two-lane roadway. Lawrence Road has a typical section that consist of 10-foot travel lanes with an open drainage system in the vicinity of the proposed site. Lawrence Road is functionally classified as a major collector and has a posted speed limit of 35 mph. In 2020, the Alabama Department of Transportation indicated an ADT of 930 vehicles per day on Lawrence Road south of County Road 48. 2.3 Intersection of County Road 48 and Lawrence Road The intersection of County Road 48 and Lawrence Road is currently an unsignalized intersection. The northbound and southbound approaches are stop controlled. All approaches to the intersection are single lane approaches. LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 3 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec3_Xanalysis.doc Section 3 Evaluation of Existing Conditions 3.1 Existing Traffic Volumes The project area for this analysis includes the unsignalized intersection of County Road 48 with Lawrence Road. Eight-hour turning movement counts were conducted at the existing study intersection in October 2021. The AM and PM peak hour traffic volumes for the intersections are shown graphically in Figure 3.1. 3.2 Basis of Analysis From a performance perspective, the effective operation of an intersection is evaluated based on the delay, turning movement volumes, traffic composition and roadway geometrics. The methodology utilized in this analysis is based on the Highway Capacity Manual, 6th Edition. Intersection level-of-service is based on delay per vehicle (in seconds). The level-of-service, as outlined in the Manual, is reported as a letter designation of LOS A through F (A is the least delay and F is the most delay). The delay range for signalized and unsignalized intersections (both four-way and two-way) is as follows: Signalized Intersections Unsignalized Intersections LOS Delay (s/veh) LOS Delay (s/veh) A A 10 B > 10 – 20 B > 10 – 15 C > 20 – 35 C > 15 – 25 D > 35 – 55 D > 25 – 35 E > 55 – 80 E > 35 – 50 F > 80 F > 50 The Highway Capacity Software was used to evaluate existing peak hour volumes at the unsignized intersection of County Road 48 and Lawrence Road. LEGEND XX -AM PEAK (XX) -PM PEAK ----STOP SIGN COUNTY ROAD 48 1-L NEEL-SCHAFFER ;: Solutions you can build upon --0 L 40(23) -N"" :::::: :::::: a ~ 572(263) -1, L_ f 5181 (13)8J (461)195~ (28)77 Cl 0:: w u z: w 0:: 3: <( _J LAWRENCE ROAD TOWNHOUSES 2021 EXISTING TRAFFIC VOLUMES V) 1-z j DRIVEWAY FIGURE 3.1 LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 3 - 3 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec3_Xanalysis.doc 3.4 County Road 48 and Lawrence Road The County Road 48 and Lawrence Road intersection levels-of-service, based on the Year 2021 traffic volumes, are illustrated in Figure 3.2. This analysis is based on an unsignalized intersection with Lawrence Road being stop controlled. Figure 3.2 – Existing Intersection Level-of-Service County Road 48 and Lawrence Road Overall, the intersection operates with acceptable levels-of-service during the AM and PM peak hour. Level of Service Delay (seclveh) Northbound Southbound Eastbound Westbound 20 sec/veh 20 sec/veh 20 sec/veh 1 21 sec/ve h D E F 26-35 36-50 >50 I AM Peak PM Peak LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 4 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec4_Panalysis.doc Section 4 Proposed Development 4.1 Proposed Site The site is currently planned to be developed with a 150-unit townhome development. The proposed development is planned to have full access to Lawrence Road. Figure 4-1 illustrates the proposed site plan for this development. LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 4 - 3 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec4_Panalysis.doc 4.2 Trip Generation The trip generation of the apartment complex was developed using the trip rates contained in the Institute of Transportation Engineers Trip Generation, 11th Edition. The site traffic was assigned based on the demographic distribution in the study area and on the roadways that provide access to the project site. The trip generation calculations for the proposed site traffic are shown in Table 4.1. Table 4.1 – Trip Generation Daily AM Peak Hour PM Peak Hour Land Use Intensity Trips Total In Out Total In Out Multifamily Housing (Low-Rise) 150 Dwelling Units 1,037 69 17 52 85 54 31 Total 1,037 69 17 52 85 54 31 Daily Traffic Generation Multifamily Housing (Low-Rise) [ITE 220] = T = 6.41*(X) + 75.31 AM Peak Hour Traffic Generation Multifamily Housing (Low-Rise) [ITE 220] = T = 0.31*(X) + 22.85 ; (24%in/76%out) PM Peak Hour Traffic Generation Multifamily Housing (Low-Rise) [ITE 220] = T = 0.43(X) + 20.55 ; (63%in/37%out) T - Trips Source: ITE Trip Generation, 11th Edition The estimated site traffic volumes are illustrated in Figure 4.2. 5% j LEGEND XX -AM PEAK .J,1 -(XX) -PM PEAK - ----STOP SIGN Vl f-z ~ -65% ' ,4(13) COUNTY ROAD 48 25% ...... (35)117 ---, • r "<l""~N ~---N-o-r-- N -- L 49(29) TOTAL IN OUT -AM 69 17 52 -II) PM 85 54 31 lO ~ ◄, 3(2) r DRIVEWAY --~ - Cl a:: w u z w 5% a:: 3: < _J 1-L NEEL-SCHAFFER LAWRENCE ROAD TOWNHOUSES FIGURE .._,. Solutions you can build upon SITE TRAFFIC ASSIGNMENT ~.2 - LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 4 - 5 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec4_Panalysis.doc 4.3 Non-Site Traffic Forecast A review of the historical 24-hour daily traffic volumes from ALDOT traffic counts was conducted to see the historical impacts of traffic growth on the roadways adjacent to the project site. The comparison of traffic volumes is provided in Table 4.2. Table 4.2 – Historical Daily Traffic Volumes Year Location Lawrence Rd - S of CR 48 2020 930 2019 1,005 2018 1,005 2017 1,010 2016 1,010 3-Year Annual Growth Factor (excludes 2020) -0.17% The historic counts show no increase in traffic volumes from 2016. Year 2020 was discarding due to possible COVID-19 impacts. The 3-Year growth factor was -0.17% from 2016-2019. A 1.00% compounded annual growth rate was used to forecast the non-site traffic for the Year 2024. Figure 4.3 illustrates the Year 2024 Non-Site Traffic Volumes. 4.4 Year 2024 Total Traffic Site generated traffic volumes were added to non-site traffic volumes to arrive at total (Year 2024) traffic volumes. Figure 4.4 illustrates the Year 2024 total traffic volumes. j LEGEND XX -AM PEAK .J-1 -(XX) -PM PEAK - ..... -STOP SIGN (/) I-z ---L 41(24) = N '<T ~ 589(271) ---'<T IV"'l N , 5(8) COUNTY ROAD 48 ~ ' ~ ...... (13)8J ---, • r ~ ~ ~ (475)201~ - -I..D ... LI1 - (29)77 N-- ◄ DRIVEWAY Cl a:: w u z w a:: 3: < _J 1-L NEEL-SCHAFFER LAWRENCE ROAD TOWNHOUSES FIGURE .._,. Solutions you can build upon 2024 NON =SITE TRAFFIC VOLUMES 4L3 - j LEGEND XX -AM PEAK .J,1 --(XX) -PM PEAK ..... -STOP SIGN <.n I-z -L41(24) --- -I.{') "'" ~ 589(271) ~~-, 9(21) "'1"VN COUNTY ROAD 48 ~' ~ ...... (13)8J ---, • r I""") co I.{') I.{') - -(475)201~ ---"'"r--I""") (64)187 ... ~:::: -- L 49(29) O"'I- "'" I.{') ~~ I.{') lO --·~ ◄, 3(2) •r DRIVEWAY r---~;;; I.{') ~ I""") Cl a:: w u z w a:: 3: < _J 1-L NEEL-SCHAFFER LAWRENCE ROAD TOWNHOUSES FIGURE .._,. Solutions you can build upon 2024 TOTAL TRAFFIC VOLUMES .4J . .4J - LAWRENCE RD TOWNHOMES BALDWIN COUNTY, AL 4 - 8 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16670 Lawrence Rd Townhomes TIA\Report\Sec4_Panalysis.doc 4.5 Year 2024 Traffic Analysis An analysis of the Year 2024 Non-Site and Total traffic volumes was conducted using the information provided in the Highway Capacity Manual, Sixth Edition. The lane geometry and traffic control for the total traffic analysis includes the existing roadway geometrics. The results of the analysis are shown in Table 4.2 and Table 4.3. Table 4.3 – Year 2024 Non-Site Traffic Level-of-Service Unsignalized Intersection Peak Hour Level-of-Service – Delay (sec/veh) Northbound Southbound Eastbound Westbound Total CR 48 / Lawrence Rd AM C – 21 C – 21 A – 1 A – 1 - PM C – 21 C – 22 A – 1 A – 1 - Table 4.4 – Year 2024 Total Traffic Level-of-Service Unsignalized Intersection Peak Hour Level-of-Service – Delay (sec/veh) Northbound Southbound Eastbound Westbound Total CR 48 / Lawrence Rd AM C – 25 C – 22 A – 1 A – 1 - PM C – 25 C – 25 A – 1 A – 1 - Lawrence Rd / Driveway 1 AM A A – 4 - A – 9 - PM A A – 4 - A – 9 - All intersections are anticipated to operate at acceptable levels-of-service with the construction of the Lawrence Road Townhomes. I I LAWRENCERDTOWNHOMESBALDWINCOUNTY,AL 5Ͳ1 NeelͲSchaffer,Inc. Mobile,AlabamaM:\Projects\NSͲ16670LawrenceRdTownhomesTIA\Report\Sec5_Precom.doc Section5 RecommendationsandConclusions 5.1 AuxiliaryLaneWarrants The traffic volumes at the intersections of County Road 48 with Lawrence Road and Lawrence Road with Driveway 1 were evaluated to determine if the warrants outlined in the National Cooperative Highway Research Program (NCHRP) Report 457, Evaluating Intersection Improvements: An Engineering Study Guide are anticipated to be met for constructing auxiliary turn lanes. Report 457 contains graphical illustrations of the volume requirements for auxiliary lane warrants. The threshold volume requirements for installation of a left turn lane utilize a combination of the left turning volume, the through traffic that would be behind the left turning volume (VA), and the opposing volume of traffic (VO) that could conflict with the left turning vehicles. The right turning traffic utilizes the advancing volume and right turning volume. The auxiliary lane warrants were evaluated using the 2024 total traffic volumes at the intersections of County Road 48 with Lawrence Road and Lawrence Road with Driveway 1. Based on anticipated traffic volumes an eastbound right turn lane is warranted at the intersection of County Road 48 and Lawrence Road. 5.2 Conclusions The development of the project site with a 150-unit townhome development is not anticipated to create capacity related deficiencies at the study intersections. An eastbound right turn lane is recommended at the intersection of County Road 48 and Lawrence Road. Figure 5.1 illustrates the recommended improvements and lengths for the auxiliary lane. J:muary 26. 2022 Fairhope City Planning Commission Attention." Allie KnutS01L Planning Ckrk P .O. Bo:\ 42~ Fairhopi;, Alnbama 36532 Dear Ms. KnutsQtl. In response lo l11c notification ,,c rccciH:d today. I would like to pm my conccnls. abom the proposed 150-unit Multiple Occupancy Project. 111 ,,·riling, My husbUJld (Michai.:l Chavers) and I do plan to attend the meeting cm February 7. 2022; bur just in case an~ unforcs1.Jcn circumstances ari5e, I want to make sur1.1 my -voice is heard on this matter. My husband and I ar1.1 tot.ill~ against this project as we ha,c rna11~ concerns about it. PcrsonalJy , my biggest conc~m about it is the close pro\'.itnity of it being right directl~ across the street from us . With so man) .. renters .. mo\'ing in that tight of a space. it causes m~ great conccm . I am hc>me o lot b~ m~ se lf :is my husband works outside the home-. even though my children and grandchild nm ti\ e right behind me. I would not foci n;ry safe witl1 that many multi -families liYing so close. especially who will not ,Ten be homcowi1~rs . Also. another direct concem is the location of the one of the proposed emra11ces. According to the map the~ sent us a fe" months ago, the entr.mce \\Ould be tight in bel:\,een our hors~shoe drive,,a:, With over 300-t-cnrs going in and out. ,,e \\Otdd ne,er be able to get OLLt of our drive,,a~. We ,dread~ have difficu lt~ getting in and out because our dri,e\\a> is too narro,, and too close to the ditch . Deli,el) drivers have a lot of diftkulty mai1cu,·cring our drive,\ay. 111is would also c1\;aW even more traftlc on La\\'rcncc Road than ,,·hat \YC alr~ady haYe . There are other ccmccms regarding ,,ater ovcrtlo,\ that \\Ottld affect us as \\CII When it rains, e~ hard. our ~ ard retains a lot of" ater. M) other neighbors ha, c more detail ed i nfonn atii:>11 regarding that issue (as ram not an engineer). but T do agree "ith them that it could be a major problem for al I of us. ·n1is is a ri;ally stressful si1uation for me and my frunily My first husb:ind (who passed away 111 2008) and I bought the land that we «re on 30+ Years ago . We bot1ght it bcc:-iusc it was th e pc rfoct distance from IO\\ll and was 3 quiet neighborhood \\ithout all the noise, traffic. and emergency ,chicles constantly going b). We have had good neighbors all these ) cars \\ithout an~ issues. We iaiscd our girls hen: so \\C have deep roots here I t makes n1c, Cf\' sad to sc.c how someone can com1.1 in :u1d build something like this proposed du, dopmcnt and change all .that. That is just not right. It sectns to me that property O\\ ncrs in thi s area. \\ho h,we been here as long as \\C have, shou ld hnve more rights than someone "ho suddenly comes in and tries ro change the-\\hole neighborhood \\ith multifamily renters. Rcn1ers \\ill nor care about the land or the people ,,ho sacrificed to pa~ 30 year mortgages here. Over the Inst fe,, years, traffic hns already picked up due to SlJbdivisions close l>,·. I alrc.idY hear constant sirens and speeders that go up ru1d down 1.a,ncncc Road . It doc; no good 10' cYcn call. law enforcement abm1t the spCl.°:dcrs. Tilcy cannot hru1dk it now. People al so thro\\' trash out (beer bottles , papc,r products, etc.) i11 our ditches all the time. I do not "·ai1t to sec this get an.y \\'orsc by ha\'ing this dcycJopmcnt happen ri~llt :-icross tlw street. 1 kno" it has been s.iid thnt because we are ··unzoned" that these de\.elopers have a right to come in and do this . But "hen it came up for a vote some ~ ears ago, ,1obod~ renll~ explnihed to us "hat this could mean for us . TI1cn: arc many pl-OPk ,,·ho do not understand the conscqucuccs of zoning. 1 did not understand it unti l a conccmcd ndghbor did her research nnd bcga.11 infom1ing us of it. 111csc zon ing la\\s should be e:,.;plained to people clear!) in language thac the) can understand before it comes up for a ,ote. rm so~ if this seems too length). but r just \\anted to tal-.e th is oppo rt uni~ be able to e,pres-s m~ self clearly, without imcrruptton. at the mcctmg. \1/hcn considering tl1is matter. please be m.indful of all of lts propc 1t~· owne rs (n.nd long-term citizens of Fairhope) "ho stand to lose much if this 1s appro, ed We ma) be just .. outside·· the cit) hmits. but \\e still consider oursches cit12cns of Fairhope , \V'i! fell in 10\t \\Ith Fnirhop~ man) )Cars :::igo \\hen m) first husband. Jolmn) Gillian. (\\ho \\US ~lSsistant supen isor in the clcctnc depa rtment at the ci~ of Fairhope) and I came to check it out. T1rnnk you for you r attention on this m,,ttcr, ~lrs Pc.:nny .. Gillian .. Chan:rs M,,R1.. D RY A.N mdr@mryan law com 5._Ml,H K W n Kc!, sw1lk e~@mryanlaw com Cit) of Fairhop e Pl ann in g and Zonin g Departm ent ttn : Allie Knutson. Pl anning Clerk P.O. Box 429 Fairhope. AL 365 33 LA w O FFlCES OF R YAN & W ILKES A PROFFSSIONA L CoRPORATI ON M AI UNO A DDRESS POST Omcr Box 528 ORANGE. BEA CH, ALABAMA )6561 (25 J) 580-0500 FAX (251) 580.0655 Tou FREE 877-797-2002 January 28. 2022 V ia E m ail p la nning a fa irlv>pcal.go & H a nd Ocli vcrv Re: D 22.04 G able o n Lawren ce Dear Pl an ning Commissi on Members: O RANGE BEAC H OFFICE SANROC Ct\' M t\RINA 2726i PEROIOO BEACH BLV0, Sum: C20Z ORA NGE BEAOi, A LABAMA 36561 I s ubmit Ibi s memorandum on behalf of Mr . John Stolar. lr. Jo hn Maradik. Ms. Rene e Maradik and Mrs. G lori a Fri sbee as adj acent property owners to the propo se d site as well as on be half of numerous surround ing lando,,m crs along Lawren ce Road, .in opposi ti on to the development applica tion filed by 68 V BTR Ho ldin gs. LLC c·68V'.) see ki ng to obtai n ap prova l of a 150-unit Multiple Occupanc y Project De ve lopment on Lawre nce Road . There are num ero us reasons that 68V's ap plicati on should be denied, including the absence of go od titl e to a portion of the property. significant increases in the pre -and pos t-di scharge volume and rates of sto m,.,,.,ater impacting adjacent parcels, chann eli ng and rerouting the na tural d ra inage of s urface flow s of runoff so as to cause flooding and erosion on adjacent parcels. as \\el l as arguably manipulating the data prese nted in the application so as to make it appear th at the improveme nts meet 1he minimum engineering standard s applicable to the project. AB E CE Of GOO D TITLE A key elemen t in the 68V des ign de\'elop men t is the place ment of an open concrete by-pass ditch a long and paralle l to the north bou nd ary line of the s it e. mterceptin g surface wate r flowi ng from th e north to the so uth due to the natural topoi;,rrap h,. Tru s open ditch is intend ed to channel and re route the stormwater due ea t along lhe ditch , turn 90 degrees to the soulh al the end of th e sit e and th en di scharge di rectly on the surface just \.\e st of Mr .. tolar's home. The proposed by-pass ditc h is located within a 20-foot right of way (ROW) owned by the Co unty and is lh e subj ec t of a case pendin g in the Circuit Court of Baldw in County ( -2022 - 9000 12 ) to \Oid a prior attem pt by Wendell and Ton ia Hudson to vacate the ROW and obtain title to it. done immediate ly prior to the sale to 68V . As th e enclo ed Co mp laint, Motion fo r Preliminary Injunction and su pporting affid avi t exp lai n, Mr. tolar is an abutting landowne r to the ROW and hi written con ent to the 1,;acation proceedi ng and receipt of notice pri or to the heari ng before the Co unty Commission on Apri 16, 2021 \\Cf'C fC l.(lllttd un kr '01h of 1/uh(IIJIO rD-4-20. hu t n l'i (h crnccum;J ,\ h C{ll l ll!.J llll lhc prd1m111.11~ 11lil111Ulllll Ii> ~1.'l r11 1 l d,n1.1n I. 2\L~ ,It I o-;o (1 ,111 h ·!i,rc lhl• l 101Rlrnhl . Sc,111 I ;).\ lnr Ill lhl.' Cullr()l(l\l'l' in I lm 1 tnl Ill' ~ll \NNH~, \NOR\ RUlll l 1tl l l l l lli l \1R\I 11 < WOI· J..'RI l[_l~I I RS L111Jc1 thl.' h)hnJ c1,i11.'l1mnh,n c111:m, ,\lnb;rn1.11 uk 1.1fl.m . a11 t1ppc 1 lontl..1 ,,111.·r ma chnng1. the 11:11 11 ,JI ,lt,1111 flg1.• o t ,u,t .11..'1. \\,tll.'r fl> 1111p1\l\C h1:. prc1pcrI~ h ch.11111d111g and d 11\,' 11ng t he \\,lier 1,1,,ar J 111, lll'tl)h h1,1 p11.l\ 11.h:d thnl he dl,c~ 1101 undul bun.kn t111d J ,1111.i g i.: the propc11, 111'1hi: lo" 1.·1 11\\ 01.•1 Ii, ine1cu,i 11 g the, nlun11: .1 11J , l'lm: 1t lll the.: ,urfo ·c ",11cr di~bur~td Cnrrc~p1111 Jing h . the to,, c, lnndn" 1wr lm s the.: 1 i g.hl 1101 (11 he 1111urt J l\f J .11n.1gt'U b) the ,1cti , Ill\.'~ nr the uplnnd l.uvJm, Ill'!' 11\ !hi.' 11:1 1111 ·I ing (11 .111 ..:1 i ng the lHl t 11rnl 11,m ur ,u1 f,h'l' \\ ,llt'~. 1 [I th e el,lll '-l' nr lh1. 111d cpc11dt'nl fl.'\ k-\\ ol'C,~V ·~ rropo ::l.'d UC H 'it1pmcn1 p lans b I r 1'..l '1111l'lh 1111,kn, ()PU ,l h, dr,11 1hc en g ineer. 11 i-. rend ii) nppn.rcnl that th.: plan:, Jo nvl comril "i1h th e li111Jnmcn1u l 1c\1u 1re 111en1 , ol" .1ppl 1c.11'11.• la". fhL" 1 ni I i,11 cnn-;1d~•n1110 11 tll\ ol, ._-, the con crl.'l e "by-p ui>:, Lll t h" th ut 11 1l cn:cp l 'i un<l dh 1.'1 l::. ,h1:d 11n" natural!) J1l1uscJ a c m-,._ u l..irgc l U1.'a tu 11 ~1 11g lc do " nhi ll J 1sc hnrgc I tlllll lhJ t rc,ult s in u ,i ngk p lHll1 di-.t.. hJrg~ , ,,t unw ol nr to ,1pprtr,1tnntc l~ 0 ub1 foci per scc l >ml { ~F ") nt t i vcl0ciI, l \r m:url 17 , !'ee l pl.'r ,c._u nd { FP " ), 11g h1 h, the cu,l propcrl) line. Stornrn J l i.:r disc h.irg1.: ,·c lu i tic::: .1h11w 2 I PS t11 c L@~i J crc J l11g/,/\ 1·111\1 1't I I\_ ll•Hkm nod. ,\llrh. 4-1. Ur. p .2 ) \dd1t 1l111.,1ll~ the tol!.1 1 incrcusi: 111 \lll llml' ,,r ,wnn \\'Utl.'r J1~cl10 rgc unto th e en t b01dcring propi:rt,c, ru ngi:, fn,m .ir1 nd<litirn1,1I 5 '6.494 g.il11H1s 111 u 2-~ c.1r min e,·ent up 10 un ndd111011.il 1.10-1 ... 46 g,d lon~ in a I 00-) car mm c, cnt < kcup1t·J home~ and u h,1rn , 11 Jlllit tn 1h1.· cn:_..t ti l t.he d 1:sc hnrgc poi n1 un J wou lJ he d i rec tl y u11J 1111mcd1.uc h 1mp.1ctec.l \,\ 11h nond W O!l'l"I l he ._,,ml.' 1s true ll~I (he t fl ec ts 1111 tvl r.. rn sbce ·s propcrl) to thL south . bu t c ,·en \\Ori: a::, bo th lh1.• \\,lum c 011d r.lle i ne rl'J'-l' ')tgn ilic:.mtl, unJcr l hc pnst-dc\cl ormcnt comhllon I he lotn l i ncn:11,1.· i 11 H1lu111..: o l :.(l 1n11 \\,1t cI d1 ,d1 .ui;l· tinl<' the so uth borJ cri ng pmpcrt, ran ge:. from !111 nd l i 1i1111 :tl 48,.189 g.1 111111 :-i n u 2-,.c,ir r,1111 1.'.\ l'lll up 10 un add1t11m .1l 970,()1X g.11!01 1, in .i I 00·) c~11· n1111 C\'l'11 l I he relic of c.l 1sehargc Ill CFS incrc:c.cs ,uh,t,1nt1,1lh JI the "n11th Ji::.c h,1rgc pnint 11c 1w,-. ull -.1 rm C\'Cnls ( I, Untkr \\ond. ,\11 c h. , I l r . fl . 2-1) Ir,, 11!,n \Clj 11npo rt <111t l o under.-tui1 d lh,ll \\llhulll the hy-pa,~ ditch {cunc11t l ) prnplised 1111 the -,u h111 1ttcd Jc,1gn) mti:rccpting and dl\crt111 g thi: !.t1rlacc ll 1w, from t l1c nmth und ""•' from th e pro p{11;cd projL·ct. t he (k ,1g ncd c.1,t 1e Ic 11II011 pund .inJ n:..,11l.1 11 1cd ,t ru c t urcs do not rum.lion prn pcrl) und woulJ ovcrh1 p <l unng ,111I 11.1pJtl·J r,11nf.tll c, en 1, Rc111m ing. the con cret e J 11d1 Imm th i: pl ,10ncd ~torn m ,1tcr <l1 ni 11agl' S) <,tcm would rcqu1rc-"a rn mpk 1c rc<li:•.i~n or thl ,tl,nll \,,1 t cr collcct1on 'l) sti:m. d c l cn1io1J rctc ntiu11 pond. tl1 s d 1a r ge ,tru1.lllfl' 11J1J CllhlOII J'll'OtCL(1 0 11 rhm HI lhc pn1n t or d 1,dmrgc 1\Jllll the .1d 1acc111 pr1.1p1;r1y ' (" l l ndcrw1>o d t 11 . r :? , ',_lf < ,l ,1 .._, I IO N Of-._1 \N IP..ll.! i> 110 )I D.1.J__I 6 'V Pl'I I A rt() I h l JJIJ c,I1 :1ct1:J fr11m the plans ond ~11cdlic11 11n n<: ._,,bm i ltt.!d h) SI 'i\il on bel111 ll\1J 68 111c.l1 c,u e thl.' m l c ,,I d1 ..,d1argc ,rnd th e \nlumc l'I d1 .,dmrgc to 1hc ".i Ou lh bci th i 11c1c11:;c "1th 1.h e r rop,>M:d dc\do pm i:nt ~, • 1-11 mp,1rcd to p1cdt:\cluprm·111 c11lc u h:it11m s (K. llndcl'\,o id . At leh 5) 1 l o\,c,cr. th e Mi ,1pp li.cu u nn suggc-;ts 1h.ll 1h c d1,Lh,1rgc rntc 10 Ihc so uth ckcrea,c'\, 1\s Lhc do t,1 rcOcc l i ng the 11 1crcnsc 111 bo th 01 ,cliargl.' ru l e an d ,,1l11 nic ucn,,-. all ,limn c-..e nl :,, 1, con t.1ined '"1 1'1 111 the "I ('i, i i li k s, 1! r,1i sc:-i th e 11n111 cdi ,1te q11 c-,11 c111 u<; to ,.,h't "the uppl 11..Jt1n11 d dkrcnt l'rn m the nclLml duLa ? I r Und1:m11ntl tal-l l'lll l) nd drl')~l!s tlw, i ""ll~ i n th l' liN p,11 ,1g rJph of Ins klli.:r i>ngc 2 or J DHpanry. hen, een !1lorm "ater di scharie\ pre,cnted 011 Page 3 of th e rnh1ect report and rh o ,c ,·alue~ pre \·en ted on the aftachment\ here/0 is norcd torm II ater dHcharp,es pre.w111 e,I m the auachmems to thi~ [Lndcn, oodj report ~ierl.' denved directlv from /he referenced[. E Cl\'ll] report and conndered on!} rho,e d1s chargesjroni the proposed pro1e ct proper/} rhar dis charged on th e atiJacem propeme.s. not al loca//ons j i,rther do\i n rh e watershed (Lndef'\\.ood Ltr. p.l) In more candid \erbiage. the application apparcntJ~ rdlect stonn ,,ater discharge rates calculated at pomls lurther uov.-n the v.atershed and on adJaccnt do\\nstream parcels rather than at the actual point of dischnrge aJ. the propert) lme . pres umabl) for Lhe purpose of reflecting rate of discharge that are less than pre- dc, elopment discharge rates. The actual poSt-development rates of di scharge to the so uth I me are much higher rhan the pre-de\e(opmcnt rates. v.hich is itself a basis for der:ial of the app lication The pro posed de, elopment 1s effecli\el~ a flawed 1,000-pound gorilla in an 01hem1 se tranquil nei ghbo rhood that threatens to di srupt and damage the surrounding ov.11ers • use and peaceab le enjoyment of th ei r properties. causing foreseeable and predictable damage through flo oding and erosion. The open concrete "'by-pas ·• ditch d1 sc hargm g a rate up 10 50 CF at an accelerated veloc ity of nearl y 17.5 FP just beh ind Mr. tolar's back door 1s a bi ghl'.I irresponsible proposal. It also happens to be located on a 20-foot-wide ROW lhar was not proper I~ vacated b)' the County so remains owned as a pub I ic ROW b) the Count) 0\ er one mi II ion additional gallons of stormwacer will discharge from Lhe si te with every 2-year rain event and increasing up to t\\O mill1o n gallons of additional stOrtn\\aier discharge from the ~ite \\ 1th every 100 -1 ear tom, event into tnbutancs leading to Fish Rtver. wreaking ha, oc on the adjacent and do,vnstream propert1e rn the process. ll1e dala submined ,~ith the application also does not align \l .. ith the actual dara contained in the design drav. ings. as Lhe acrual data violates the minimum applicable de sign standards. The Lawrence Road re s idents ask ) ou lo thoughtfully consider their li\'eS anc.l propcnies and what damage thi s propoc;ed de\elopment w1Jl cause. 1f not DE !ED With best re gards. RYA , & WILKE-. P.C. Fnclosure s Page 3 of3 3DJHRI ,17+(&,5&8,7&28572)%$/':,1&2817<$/$%$0$ -2+1672/$5-5 3ODLQWLII &DVH1R&9BBBBBBBBBB Y 9%75+2/',1*6//& %$/':,1&2817<&200,66,21 (51(67:*$%(/-5 'HIHQGDQWV &203/$,17 &RPHV1RZWKH3ODLQWLII-RKQ6WRODU-UE\DQGWKURXJKXQGHUVLJQHGFRXQVHODQGILOHVWKLV &RPSODLQWIRU'HFODUDWRU\DQG,QMXQFWLYH5HOLHIDQGDVJURXQGVWKHUHIRUHVKRZVXQWRWKLV&RXUWDV IROORZV 3DUWLHV 3ODLQWLII-RKQ6WRODU-U ³6WRODU´ LVDQLQGLYLGXDOUHVLGHQWRI%DOGZLQ&RXQW\ $ODEDPDLQH[FHVVRIQLQHWHHQ\HDUVRIDJH 'HIHQGDQW9%75+ROGLQJV//& ³9´ LVDQ$ODEDPDOLPLWHGOLDELOLW\FRPSDQ\ GRLQJEXVLQHVVDQGORFDWHGLQ%DOGZLQ&RXQW\$ODEDPD %DOGZLQ&RXQW\$ODEDPDLVDFRXQW\RUJDQL]HGDQGH[LVWLQJXQGHUAla. Code et. seq DVDPHQGHGDQGWKH'HIHQGDQW%DOGZLQ&RXQW\&RPPLVVLRQLVODZIXOO\ RUJDQL]HGDQGH[HUFLVHVJRYHUQPHQWDODXWKRULW\LQ%DOGZLQ&RXQW\$ODEDPDLQDFFRUGDQFHZLWK DSSOLFDEOHVWDWHODZ KHUHLQDIWHU³%DOGZLQ&RXQW\´ 'HIHQGDQW(UQHVW:*DEHO-U ³*DEHO´ LVDQLQGLYLGXDOUHVLGHQWRI%DOGZLQ &RXQW\$ODEDPDLQH[FHVVRIQLQHWHHQ\HDUVRIDJH ELECTRONICALLY FILED1/5/2022 3:34 PM05-CV-2022-900012.00CIRCUIT COURT OFBALDWIN COUNTY, ALABAMAJODY L. WISE, CLERK DOCUMENT 2 3DJHRI )DFWXDO+LVWRU\ $ 6XEMHFW3URSHUWLHV 2QRUDERXW6HSWHPEHU9SXUFKDVHGIURP:HQGHOODQG7RQLD+XGVRQ DSSUR[LPDWHO\DFUHVRIDJULFXOWXUDOODQGORFDWHGDORQJ/DZUHQFH5RDGLQ)DLUKRSH%DOGZLQ &RXQW\$ODEDPD 3DUFHO1R LQRUGHUWRGHYHORSDSURSRVHGXQLW WRZQKRPHVXEGLYLVLRQHQWLWOHGWKH³*DEOHVRQ/DZUHQFH´ KHUHLQDIWHU³3URSRVHG'HYHORSPHQW 3URSHUW\´ %DOGZLQ&R,QVWUXPHQW1R 6WRODURZQVUHDOSURSHUW\DGMDFHQWWRWKH3URSRVHG'HYHORSPHQW3URSHUW\WRWKHHDVW 3DUFHO1R ³6WRODU3URSHUW\´ *DEHORZQVUHDOSURSHUW\DGMDFHQWWRWKH3URSRVHG'HYHORSPHQW3URSHUW\WRWKHQRUWK 3DUFHO1R ³*DEHO3URSHUW\´ $IRRWZLGHXQRSHQHGXQLPSURYHGULJKWRIZD\UXQVLQEHWZHHQWKHQRUWKHUQ ERXQGDU\RIWKH3URSRVHG'HYHORSPHQW3URSHUW\DQGWKHVRXWKHUQERXQGDU\WKH*DEHO3URSHUW\ ZLWKWKHZHVWHUQHQGRIWKHULJKWRIZD\LQWHUVHFWLQJ/DZUHQFH5RDGDQGWKHHDVWHUQHQGDEXWWLQJWKH 6WRODU3URSHUW\ KHUHLQDIWHUWKH³5LJKWRI:D\´ % 9RLG5LJKWRI:D\5HVROXWLRQRI9DFDWLRQ ,Q$SULORI:HQGHOODQG7RQLD+XGVRQWKHSUHGHFHVVRUVLQWLWOHWRWKH3URSRVHG 'HYHORSPHQW3URSHUW\DORQJZLWKWKHDEXWWLQJODQGRZQHUWRWKHQRUWK(DUQHVW:*DEHO-UILOHGD SHWLWLRQWRWKH%DOGZLQ&RXQW\&RPPLVVLRQSXUVXDQWWRAla. CodeWRYDFDWHWKH5LJKWRI :D\ DOCUMENT 2 3DJHRI 7KHHQWLUHIRRWZLGWKRIWKHHDVWHUQHQGRIWKH5LJKWRI:D\DOVRDEXWVDQG ERUGHUVWKH6WRODUSURSHUW\7KH5LJKWRI:D\FRQQHFWVGLUHFWO\IURP/DZUHQFH5RDGDQGDEXWV 6WRODU¶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¶VLQWHUHVWVDQGFRQFOXGHGLQFRPSOHWHO\DQGWKXVLQFRUUHFWO\WKHUHLQWKDW³:HQGHOO+XGVRQ 7RQLD+XGVRQDQG(UQHVW:*DEHO-U ³3HWLWLRQHUV´ DUHWKHRZQHUVRIWKHKROGHUVRILQWHUHVWRIWKH ODQGVDEXWWLQJD¶XQRSHQHGXQLPSURYHGULJKWRIZD\HDVWRI/DZUHQFH5RDG´ ([KLELW& 5HVROXWLRQ%DOGZLQ&R,QVWUXPHQW1R $PRQWKODWHUDIWHUWKHYDFDWLRQUHVROXWLRQ*DEHOH[HFXWHGD4XLWFODLP'HHG SXUSRUWLQJWRFRQYH\KLVLQWHUHVWGHULYDWLYHRIWKHSXUSRUWHG5LJKWRI:D\9DFDWLRQWR:HQGHOODQG 7RQLD+XGVRQ %DOGZLQ&R,QVWUXPHQW1R $IHZPRQWKVODWHULQ6HSWHPEHUWKH+XGVRQVFRQYH\HGWKHHQWLUHDFUHVRI WKH3URSRVHG'HYHORSPHQW3URSHUW\WR9H[FHSWLQJWKHUHLQWKDWWKHFRQYH\DQFHZDVVXEMHFWWR ³any claim by reason of the right-of-way vacated by Resolution 2021-049 of the County Commission of Baldwin County, Alabama, for the Vacation of a 20 Foot Unopened, Unimproved Right of Way DOCUMENT 2 3DJHRI East of Lawrence Road recorded 4-12-2021 as Instrument 1905296 being declared void by a court of competent jurisdiction´ %DOGZLQ&R,QVWUXPHQW1R HPSKDVLVDGGHG & 3URSRVHG'HYHORSPHQW3ODQV ,QWKHIDOORI9VXEPLWWHGDQDSSOLFDWLRQDORQJZLWKHQJLQHHUHGVLWHSODQV SUHSDUHGE\6(&LYLO(QJLQHHULQJ 6XUYH\LQJWRWKH&LW\RI)DLUKRSH3ODQQLQJ&RPPLVVLRQ UHTXHVWLQJDSSURYDOIRUWKHGHYHORSPHQWRIDXQLWUHVLGHQWLDOVXEGLYLVLRQHQWLWOHGWKH³*DEOHVRQ /DZUHQFH´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¶VGUDLQDJHV\VWHPLQWKDWLW GLYHUWVDODUJHYROXPHRIUXQRIIIORZLQJIURPWKHSURSHUW\WRWKHQRUWKDQGWKXVE\SDVVHVWKH VXEGLYLVLRQ¶VLQWHUQDOVWRUPZDWHUGUDLQDJHDQGGHWHQWLRQV\VWHPV ([KLELW' ([FHUSWIURP6LWH 3ODQV :LWKRXWWKHFRQFUHWHVZDOHVLWXDWHGZLWKLQWKH5LJKWRI:D\WRGLYHUWDQGE\SDVVWKH SURSRVHGVXEGLYLVLRQ¶VVWRUPZDWHUGUDLQDJHDQGGHWHQWLRQV\VWHPVWKHVHVWUXFWXUHVZRXOGRYHUWRS FDSDFLW\LQDQWLFLSDWHGUDLQIDOOHYHQWVDQGWKHRYHUDOOSURSRVHGGUDLQDJHV\VWHPZRXOGQRWIXQFWLRQ DGHTXDWHO\WKHUHE\FDXVLQJGDPDJHWRWKHVXEGLYLVLRQUHVLGHQWVDVZHOODVWKHDGMDFHQWSURSHUWLHV DOCUMENT 2 3DJHRI LQFOXGLQJ6WRODU7KHUHIRUH9¶VSURSRVHGGHYHORSPHQWSODQLVGHSHQGHQWRQLWVDELOLW\WR FRQVWUXFWGUDLQDJHIHDWXUHVRQDQGZLWKLQWKH5LJKWRI:D\ &RXQW, 'HFODUDWRU\-XGJPHQW 3ODLQWLIIDGRSWVDQGLQFRUSRUDWHVWKHDIRUHPHQWLRQHGSDUDJUDSKVDQGDOOHJDWLRQVDVLI WKHVDPHZHUHVSHFLILFDOO\VHWIRUWKKHUHLQ 7KH&RGHRI$ODEDPDSURYLGHVWKDWDULJKWRIZD\FDQEHYDFDWHGHLWKHU E\D FRXQW\RUPXQLFLSDOLW\ Ala. Code RU E\WKHRZQHUVRIWKHODQGDEXWWLQJWKHVXEMHFW ULJKWRIZD\ ³+RZHYHUH[SUHVVO\LQFRUSRUDWHVWKHQRWLFHKHDULQJYRWLQJ DQGDSSHDOSURFHGXUHVVHWIRUWKLQDQG´Barry v. The D.M. Drennen 6RG $OD Ala. Code D SURYLGHVWKDWD³FRS\RIWKHQRWLFH«VKDOODOVREHVHUYHGE\86 PDLODWOHDVWGD\VSULRUWRWKHVFKHGXOHGPHHWLQJRQDQ\DEXWWLQJRZQHU´ ³%HFDXVHWKHUHZDVDSURKLELWLRQDJDLQVWYDFDWLRQRIDSXEOLFURDGDWFRPPRQODZ VWDWXWHVDXWKRUL]LQJVXFKDYDFDWLRQDUHLQGHURJDWLRQRIWKHFRPPRQODZDQGWKHUHIRUHPXVWEH VWULFWO\FRQVWUXHG´ Barry v. The D.M. Drennen 6RG $OD TXRWLQJHolland v. City of Alabaster6RG $OD Bownes v. Winston County6RG $OD 8QGHU$ODEDPDODZLIDOOWKHDEXWWLQJODQGRZQHUVDUHQRWMRLQHGLQWKHYDFDWLRQ SURFHVVDQGWKHDSSOLFDEOHQRWLFHUHTXLUHPHQWVDUHQRWVWULFWO\IROORZHGWKHQWKHDWWHPSWHGYDFDWLRQ LVIDWDOO\IODZHGDQGWKHULJKWRIZD\UHPDLQVDSXEOLFURDGDQGWKHYDFDWLRQYRLGSee Perkins v. Shelby County 6RG $OD&LY$SS KROGLQJWKDW³EHFDXVHWKHYDFDWLRQ DOCUMENT 2 3DJHRI VWDWXWHVZHUHQRWIROORZHG«WKHULJKWRIZD\UHPDLQHGDSXEOLFURDGDWWKHWLPHRIWKHH[HFXWLRQRI WKH GHHG´ Town of Dauphin Island v. Point Properties, Inc.6RG $OD DFNQRZOHGJLQJWKHUHTXLUHPHQWWKDWWKHRZQHURIDEXWWLQJODQGKDYLQJDFRPPRQERXQGDU\ZLWKD VWUHHWPXVWMRLQLQWKHYDFDWLRQRIWKHVWUHHW Hammond v. Phillips6RG $OD&LY$SS DIILUPLQJWKHWULDOFRXUW¶VFRQFOXVLRQWKDWVLQFHWKHDWWHPSWHGYDFDWLRQZDVIDWDOO\IODZHGWKH YDFDWLRQZDVYRLG Bownes v. Winston Co6RG $OD FRQFOXGLQJWKDWD ³SXEOLFURDGVXFKDVWKHULJKWRIZD\µFDQQRWODZIXOO\EHGLVSRVHGRI¶XQOHVVLWLVSURSHUO\YDFDWHG SXUVXDQWWRWKHYDFDWLRQVWDWXWHVRULWLVDEDQGRQHG´ 2QO\*DEHODQGWKH+XGVRQVILOHGWKHSHWLWLRQWRWKH%DOGZLQ&RXQW\&RPPLVVLRQ SXUVXDQWWRAla. CodeWRYDFDWHWKH5LJKWRI:D\QRW6WRODUDQDEXWWLQJODQGRZQHU 7KHHQWLUHIRRWZLGWKRIWKHHDVWHUQHQGRIWKH5LJKWRI:D\DEXWVDQGERUGHUV 6WRODU¶VSURSHUW\7KH5LJKWRI:D\FRQQHFWVGLUHFWO\IURP/DZUHQFH5RDGWR6WRODU¶VSURSHUW\7KH YDFDWLRQDSSOLFDWLRQOLVWVWKH6WRODU3URSHUW\DVDSDUFHORISURSHUW\WKDWERUGHUVDQGDEXWVWKH5LJKW RI:D\+RZHYHU6WRODUZDVQRWDGGHGDVDSHWLWLRQHUQHYHUUHFHLYHGZULWWHQQRWLFHRIWKHYDFDWLRQ DSSOLFDWLRQRUKHDULQJKDGQRRSSRUWXQLW\IRUKLVSRVLWLRQWREHKHDUGDQGQHYHUVLJQHGDQ\FRQVHQW RUDSSURYDOIRUWKHYDFDWLRQSee Ala. Code D D 1RWZLWKVWDQGLQJRQ$SULO%DOGZLQ&RXQW\DSSURYHGWKHSHWLWLRQDQG LVVXHG5HVROXWLRQ1R SXUSRUWLQJWRYDFDWHWKH5LJKWRI:D\ ([KLELW& %DOGZLQ&R ,QVWUXPHQW1R 7KHUHVROXWLRQIDLOHGWRFRQVLGHURUDGGUHVV6WRODU¶VLQWHUHVWLQWKH5LJKW RI:D\DVDQDEXWWLQJODQGRZQHU+DG6WRODUUHFHLYHGSURSHUQRWLFHRIWKHYDFDWLRQDSSOLFDWLRQDQG KHDULQJKHZRXOGKDYHDGDPDQWO\REMHFWHGWRWKHYDFDWLRQUHVROXWLRQ7KHDWWHPSWHGYDFDWLRQRIWKH DOCUMENT 2 3DJHRI 5LJKWRI:D\LVIDWDOO\IODZHGDQGVKRXOGEHGHHPHGQXOODQGYRLGSee Perkins v. Shelby County 6RG $OD&LY$SS Hammond v. Phillips6RG $OD&LY$SS *DEHOKDVVLQFHSXUSRUWHGWRFRQYH\DQLQWHUHVWLQWKH5LJKWRI:D\WR9¶V SUHGHFHVVRULQWLWOHSeePerkins v. Shelby County 6RG $OD&LY$SS KROGLQJWKDWWKH³IDLOXUHWRYDFDWHWKHULJKWRIZD\DVDSXEOLFURDGUHQGHUVYRLGDQ\DWWHPSWE\ 6KHOE\&RXQW\WRWUDQVIHUE\GHHGWLWOHWRWKHULJKWRIZD\´ 9LVDWWHPSWLQJWRREWDLQJRYHUQPHQWDODSSURYDOIRUWKHGHYHORSPHQWRIDKLJK GHQVLW\ VXEGLYLVLRQ DQG KDV VXEPLWWHG VLWH SODQV WKDW DUH GHSHQGHQW RQ WKH YDOLGLW\ RI WKH DIRUHPHQWLRQHGYDFDWLRQDQGLWVIXOORZQHUVKLSRIWKH5LJKWRI:D\ 7KHUHIRUHWKHUHLVDGLVSXWHEHWZHHQWKHSDUWLHVDQGDMXVWLFLDEOHFRQWURYHUV\H[LVWVDV WR9¶VDELOLW\WRSURFHHGZLWKLWVSURSRVHGGHYHORSPHQWXWLOL]LQJSURSHUW\WKDWLVDSXEOLFULJKWRI ZD\VLQFHLWZDVQHYHUSURSHUO\YDFDWHGDQGGLUHFWO\DIIHFWV6WRODU¶VSURSHUW\LQWHUHVW :+(5()25(WKHSUHPLVHVFRQVLGHUHGWKH3ODLQWLIIUHVSHFWIXOO\UHTXHVWVWKDWWKLV&RXUW LVVXHDQ2UGHUGHFODULQJWKHIROORZLQJ D7KDWWKH5LJKWRI:D\UHPDLQVDSXEOLFULJKWRIZD\VLQFH6WRODUDVDQ DEXWWLQJODQGRZQHUZDVQRWMRLQHGDVD&R3HWLWLRQHULQWKH5LJKWRI:D\ YDFDWLRQSURFHGXUHDQGIXUWKHUWKDW%DOGZLQ&RXQW\GLGQRWFRPSO\ZLWK VWDWXWRU\UHTXLUHPHQWVDQGSURYLGHZULWWHQQRWLFHWR6WRODUDVDQDEXWWLQJ ODQGRZQHUUHVXOWLQJLQDIDWDOO\IODZHGYDFDWLRQ5HVROXWLRQ1R WKDWLVYRLGDVDPDWWHURIODZ E7KDWSXUVXDQWWKHUHWR*DEHO¶VDWWHPSWWRWUDQVIHULQWHUHVWLQWKH5LJKWRI :D\WR9¶VSUHGHFHVVRUVLQWLWOH %DOGZLQ&R,QVWUXPHQW1R LV DOCUMENT 2 3DJHRI KHUHE\QXOODQGYRLGVLQFH*DEHOODFNHGWKHOHJDODXWKRULW\WRFRQYH\DQ\ LQWHUHVWWKHUHWR F$QGIRUVXFKRWKHUIXUWKHUDQGGLIIHUHQWUHOLHIWRZKLFKWKH3ODLQWLIIPD\EH HQWLWOHGXQGHUWKHFLUFXPVWDQFHV &RXQW,, ,QMXQFWLYH5HOLHI (Defendant 68V only) 3ODLQWLIIDGRSWVDQGLQFRUSRUDWHVWKHDIRUHPHQWLRQHGSDUDJUDSKVDQGDOOHJDWLRQVDVLI WKHVDPHZHUHVSHFLILFDOO\VHWIRUWKKHUHLQ 9LVDWWHPSWLQJWRREWDLQJRYHUQPHQWDOSODQQLQJDSSURYDOIRUWKHGHYHORSPHQWRID KLJKGHQVLW\VXEGLYLVLRQDQGKDVVXEPLWWHGVLWHSODQVWKDWDUHGHSHQGHQWRQWKHYDOLGLW\RIWKH DIRUHPHQWLRQHGYDFDWLRQDQGLWVIXOORZQHUVKLSRIWKH5LJKWRI:D\ 7KH)DLUKRSH3ODQQLQJ&RPPLVVLRQKDVVHWDKHDULQJIRU)HEUXDU\RQ9¶V SODQV 7KH )DLUKRSH 3ODQQLQJ &RPPLVVLRQ GRHV QRW KDYH MXULVGLFWLRQ WR DGGUHVV WKH OHJDO LQVXIILFLHQFLHVRIWKHYDFDWLRQSURFHGXUHVQRULVLWVXLWHGWRDVVHVVWKHUHVXOWLQJOHJDOUDPLILFDWLRQVRI DIDWDOO\IODZHGYDFDWLRQSURFHVVWKDWXQGHUOLHVWKHSDUWLHV¶UHVSHFWLYHSURSHUW\ULJKWVLQFOXGHGZLWKLQ WKLVSURSRVHGVXEGLYLVLRQSODQ $OORZLQJ9WRSURFHHGZLWKLWVGHYHORSPHQWSODQVWRFRQVWUXFWLPSURYHPHQWVRQ SURSHUW\WKDWLVDSXEOLFULJKWRIZD\IRUZKLFK6WRODUKDVDQLQWHUHVWLQZLOODGYHUVHO\DQGPDWHULDOO\ DIIHFW6WRODU¶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s/ Mark D. Ryan___________________ 0$5.'5<$1 5<$ 6$08(/.:,/.(6 :,/ 3RVW2IILFH%R[ 2UDQJH%HDFK$ODEDPD PGUFRXUW#PU\DQODZFRP IRUFRXUWQRWLFHVRQO\ Attorneys for Plaintiff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³6WRODU´ DGRSWVDQGLQFRUSRUDWHVDVLIVHWRXWIXOO\KHUHLQ KLV&RPSODLQWILOHGVLPXOWDQHRXVO\KHUHZLWK $ 6XEMHFW3URSHUWLHV 2QRUDERXW6HSWHPEHU'HIHQGDQW9%75+ROGLQJV//& ³9´ UHFHQWO\SXUFKDVHGIURP:HQGHOODQG7RQLD+XGVRQDSSUR[LPDWHO\DFUHVRIDJULFXOWXUDOODQG ORFDWHGDORQJ/DZUHQFH5RDGLQ)DLUKRSH%DOGZLQ&RXQW\$ODEDPD 3DUFHO1R LQRUGHUWRGHYHORSDSURSRVHGXQLWWRZQKRPHVXEGLYLVLRQHQWLWOHGWKH³*DEOHVRQ /DZUHQFH´ KHUHLQDIWHU³3URSRVHG'HYHORSPHQW3URSHUW\´ 6WRODURZQVUHDOSURSHUW\DGMDFHQWWRWKH3URSRVHG'HYHORSPHQW3URSHUW\WRWKHHDVW 3DUFHO1R ³6WRODU3URSHUW\´ ELECTRONICALLY FILED1/5/2022 3:48 PM05-CV-2022-900012.00CIRCUIT COURT OFBALDWIN COUNTY, ALABAMAJODY L. WISE, CLERK DOCUMENT 10 3DJHRI *DEHORZQVUHDOSURSHUW\DGMDFHQWWRWKH3URSRVHG'HYHORSPHQW3URSHUW\WRWKHQRUWK 3DUFHO1R ³*DEHO3URSHUW\´ $IRRWZLGHXQRSHQHGXQLPSURYHGULJKWRIZD\UXQVLQEHWZHHQWKHQRUWKHUQ ERXQGDU\RIWKH3URSRVHG'HYHORSPHQWSURSHUW\DQGWKHVRXWKHUQERXQGDU\WKH*DEHO3URSHUW\ ZLWKWKHZHVWHUQHQGRIWKHULJKWRIZD\LQWHUVHFWLQJ/DZUHQFH5RDGDQGWKHHDVWHUQHQGDEXWWLQJWKH 6WRODU3URSHUW\ KHUHLQDIWHUWKH³5LJKWRI:D\´ % 9RLG5LJKWRI:D\9DFDWLRQ5HVROXWLRQ 7KHHQWLUHIRRWZLGWKRIWKHHDVWHUQHQGRIWKH5LJKWRI:D\DEXWVDQGERUGHUV 6WRODU¶VSURSHUW\7KH5LJKWRI:D\FRQQHFWVGLUHFWO\IURP/DZUHQFH5RDGDQGDEXWV6WRODU¶V SURSHUW\ ([KLELW$ $IILGDYLWRI6WRODU ,Q$SULORI:HQGHOODQG7RQLD+XGVRQWKHSUHGHFHVVRUVLQWLWOHWRWKH3URSRVHG 'HYHORSPHQW3URSHUW\DORQJZLWKWKHDEXWWLQJODQGRZQHUWRWKHQRUWK(DUQHVW:*DEHO-UILOHGD SHWLWLRQWRWKH%DOGZLQ&RXQW\&RPPLVVLRQSXUVXDQWWRAla. Code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¶V LQWHUHVWV DQG FRQFOXGHG DOCUMENT 10 3DJHRI LQFRPSOHWHO\DQGLQFRUUHFWO\WKHUHLQWKDW³:HQGHOO+XGVRQ7RQLD+XGVRQDQG(UQHVW:*DEHO-U ³3HWLWLRQHUV´ DUHWKHRZQHUVRIWKHKROGHUVRILQWHUHVWRIWKHODQGVDEXWWLQJD¶XQRSHQHG XQLPSURYHGULJKWRIZD\HDVWRI/DZUHQFH5RDG´ ([KLELW& %DOGZLQ&R,QVWUXPHQW1R $PRQWKODWHUDIWHUWKHYDFDWLRQUHVROXWLRQ*DEHOH[HFXWHGD4XLWFODLP'HHG SXUSRUWLQJWRFRQYH\KLVQHZLQWHUHVWLQWKH5LJKWRI:D\WR:HQGHOODQG7RQLD+XGVRQ %DOGZLQ &R,QVWUXPHQW1R $IHZPRQWKVODWHUWKH+XGVRQVFRQYH\HGWKHHQWLUHDFUHVRIWKH3URSRVHG 'HYHORSPHQW3URSHUW\WR9H[FHSWLQJWKHUHLQWKDWWKHFRQYH\DQFHZDVVXEMHFWWR³any claim by reason of the right-of-way vacated by Resolution 2021-049 of the County Commission of Baldwin County, Alabama, for the Vacation of a 20 Foot Unopened, Unimproved Right of Way East of Lawrence Road recorded 4-12-2021 as Instrument 1905296 being declared void by a court of competent jurisdiction´ %DOGZLQ&R,QVWUXPHQW1R HPSKDVLVDGGHG & 3URSRVHG'HYHORSPHQW ,QWKHIDOORI9VXEPLWWHGDQDSSOLFDWLRQDORQJZLWKHQJLQHHUHGVLWHSODQVWR WKH&LW\RI)DLUKRSH3ODQQLQJ&RPPLVVLRQUHTXHVWLQJDSSURYDOIRUWKHGHYHORSPHQWRIDXQLW UHVLGHQWLDOVXEGLYLVLRQHQWLWOHGWKH³*DEOHVRQ/DZUHQFH´RQWKH3URSRVHG'HYHORSPHQW3URSHUW\ ([KLELW' ([FHUSWIURP6LWH3ODQV 7KH)DLUKRSH3ODQQLQJ&RPPLVVLRQKDVVHWWKHDSSOLFDWLRQIRUDUHYLHZKHDULQJRQ )HEUXDU\ 7KHHQJLQHHUHGVLWHSODQVVXEPLWWHGE\9GHWDLODQDSSUR[LPDWHO\IRRWZLGH FRQFUHWHOLQHGVZDOHWKDWUXQVDORQJWKHQRUWKHUQHGJHRIWKH3URSRVHG'HYHORSPHQW3URSHUW\DOO DOCUMENT 10 3DJHRI ZLWKLQWKH5LJKWRI:D\WRFKDQQHOE\SDVVDQGGLYHUWVWRUPZDWHUUXQRIIRULJLQDWLQJIURPWKH *DEOH3URSHUW\DQGQDWXUDOO\IORZLQJVRXWKDQGVRXWKZHVWRQWRWKH3URSRVHG'HYHORSPHQW3URSHUW\ WKHQGLVFKDUJLQJLWLPPHGLDWHO\DGMDFHQWWRDQGRQWRWKH6WRODU3URSHUW\DPRQJRWKHUDGMDFHQW SURSHUWLHV ([KLELW' ([FHUSWIURP6LWH3ODQV 7KLVFRQFUHWHOLQHGVZDOHVLWXDWHGZLWKLQWKH5LJKW RI:D\LVDFULWLFDOFRPSRQHQWWRWKHRYHUDOOSURSRVHGGHYHORSPHQW¶VGUDLQDJHV\VWHPLQWKDWLW GLYHUWVDODUJHYROXPHRIUXQRIIIORZLQJIURPWKHSURSHUW\WRWKHQRUWKDQGWKXVE\SDVVHVWKH VXEGLYLVLRQ¶VLQWHUQDOVWRUPZDWHUGUDLQDJHDQGGHWHQWLRQV\VWHPV ([KLELW' ([FHUSWIURP6LWH 3ODQV :LWKRXWWKHFRQFUHWHVZDOHVLWXDWHGZLWKLQWKH5LJKWRI:D\WRGLYHUWDQGE\SDVVWKH SURSRVHGVXEGLYLVLRQ¶VVWRUPZDWHUGUDLQDJHDQGGHWHQWLRQV\VWHPVWKHVHVWUXFWXUHVZRXOGRYHUWRS FDSDFLW\LQDQWLFLSDWHGUDLQIDOOHYHQWVDQGWKHRYHUDOOSURSRVHGGUDLQDJHV\VWHPZRXOGQRWIXQFWLRQ DGHTXDWHO\WKHUHE\FDXVLQJGDPDJHWRWKHVXEGLYLVLRQUHVLGHQWVDVZHOODVWKHDGMDFHQWSURSHUWLHV LQFOXGLQJ6WRODU7KHUHIRUH9¶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oliday Isle, LLC v. Adkins6RG $OD Ormco Corp. v. Johns 6RG $OD TXRWLQJPerley v. Tapscan, Inc 6RG $OD DOCUMENT 10 3DJHRI D 5HDVRQDEOHFKDQFHRIVXFFHVVRQWKHPHULWV 7KH&RGHRI$ODEDPDSURYLGHVWKDWDULJKWRIZD\FDQEHYDFDWHGHLWKHU E\D FRXQW\RUPXQLFLSDOLW\ Ala. Code RU E\WKHRZQHUVRIWKHODQGDEXWWLQJWKHVXEMHFW ULJKWRIZD\ ³+RZHYHUH[SUHVVO\LQFRUSRUDWHVWKHQRWLFHKHDULQJYRWLQJ DQGDSSHDOSURFHGXUHVVHWIRUWKLQDQG´Barry v. The D.M. Drennen 6RG $OD Ala. Code D SURYLGHVWKDWD³FRS\RIWKHQRWLFH«VKDOODOVREHVHUYHGE\ 86PDLODWOHDVWGD\VSULRUWRWKHVFKHGXOHGPHHWLQJRQDQ\DEXWWLQJRZQHU´³%HFDXVHWKHUH ZDVDSURKLELWLRQDJDLQVWYDFDWLRQRIDSXEOLFURDGDWFRPPRQODZVWDWXWHVDXWKRUL]LQJVXFKD YDFDWLRQDUHLQGHURJDWLRQRIWKHFRPPRQODZDQGWKHUHIRUHPXVWEHVWULFWO\FRQVWUXHG´ Barry v. The D.M. Drennen 6RG $OD TXRWLQJHolland v. City of Alabaster6RG $OD Bownes v. Winston County6RG $OD 8QGHU$ODEDPDODZLIDOOWKHDEXWWLQJODQGRZQHUVDUHQRWMRLQHGLQWKHYDFDWLRQ SURFHVVDQGWKHDSSOLFDEOHQRWLFHUHTXLUHPHQWVDUHQRWVWULFWO\IROORZHGWKHQWKHDWWHPSWHGYDFDWLRQ LVIDWDOO\IODZHGDQGWKHULJKWRIZD\UHPDLQVDSXEOLFURDGDQGWKHYDFDWLRQYRLGSee Perkins v. Shelby County 6RG $OD&LY$SS KROGLQJWKDW³EHFDXVHWKHYDFDWLRQ VWDWXWHVZHUHQRWIROORZHG«WKHULJKWRIZD\UHPDLQHGDSXEOLFURDGDWWKHWLPHRIWKHH[HFXWLRQRI WKH GHHG´ Hammond v. Phillips6RG $OD&LY$SS DIILUPLQJWKHWULDO FRXUW¶VFRQFOXVLRQWKDWVLQFHWKHDWWHPSWHGYDFDWLRQZDVIDWDOO\IODZHGWKHYDFDWLRQZDVYRLG Bownes v. Winston Co6RG $OD FRQFOXGLQJWKDWD³SXEOLFURDGVXFKDVWKH ULJKWRIZD\µFDQQRWODZIXOO\EHGLVSRVHGRI¶XQOHVVLWLVSURSHUO\YDFDWHGSXUVXDQWWRWKHYDFDWLRQ VWDWXWHVRULWLVDEDQGRQHG´ DOCUMENT 10 3DJHRI 2QO\*DEHODQGWKH+XGVRQVILOHGWKHSHWLWLRQWRWKH%DOGZLQ&RXQW\&RPPLVVLRQ SXUVXDQWWRAla. CodeWRYDFDWHWKH5LJKWRI:D\QRW6WRODUDQDEXWWLQJODQGRZQHU7KH HQWLUHIRRWZLGWKRIWKHHDVWHUQHQGRIWKH5LJKWRI:D\DEXWVERUGHUVDQGGLUHFWO\WRXFKHV 6WRODU¶VSURSHUW\ ([KLELW$ $IILGDYLWRI6WRODU 7KH5LJKWRI:D\FRQQHFWVGLUHFWO\IURP /DZUHQFH5RDGWR6WRODU¶VSURSHUW\ ([KLELW$ $IILGDYLWRI6WRODU 7KHYDFDWLRQDSSOLFDWLRQOLVWV WKH6WRODU3URSHUW\DVDSDUFHORISURSHUW\WKDWERUGHUVDQGDEXWVWKH5LJKWRI:D\ ([KLELW% ([FHUSWIURP52:9DFDWLRQ$SSOLFDWLRQ +RZHYHU6WRODUZDVQRWDGGHGDVDSHWLWLRQHUQHYHU UHFHLYHGZULWWHQQRWLFHRIWKHYDFDWLRQDSSOLFDWLRQRUKHDULQJKDGQRRSSRUWXQLW\IRUKLVSRVLWLRQWR EHKHDUGDQGQHYHUVLJQHGDQ\FRQVHQWRUDSSURYDOIRUWKHYDFDWLRQSee Ala. Code D D ([KLELW$ $IILGDYLWRI6WRODU 1RWZLWKVWDQGLQJRQ$SULO%DOGZLQ&RXQW\DSSURYHGWKHSHWLWLRQDQG LVVXHGDUHVROXWLRQSXUSRUWLQJWRYDFDWHWKH5LJKWRI:D\ ([KLELW& 5HVROXWLRQ%DOGZLQ&R ,QVWUXPHQW1R 5HVROXWLRQ1R IDLOHGWRDGGUHVVRUFRQVLGHU6WRODU¶VLQWHUHVWDV DQDEXWWLQJODQGRZQHULQWKH5LJKWRI:D\+DG6WRODUUHFHLYHGSURSHUQRWLFHRIWKHYDFDWLRQ DSSOLFDWLRQDQGKHDULQJKHZRXOGKDYHDGDPDQWO\REMHFWHGWRWKHYDFDWLRQUHVROXWLRQ ([KLELW$ $IILGDYLWRI6WRODU 7KHUHIRUHWKHDWWHPSWHGYDFDWLRQRIWKH5LJKWRI:D\LVIDWDOO\IODZHGDQG YRLGSee Perkins v. Shelby County 6RG $OD&LY$SS Hammond v. Phillips 6RG $OD&LY$SS *LYHQWKHXQGLVSXWHGIDFWVDERYHDQGVHWWOHGFDVHODZSUHFHGHQWWKHUHLVPRUHWKDQD UHDVRQDEOHFKDQFHRIVXFFHVVRQWKHPHULWVIRU6WRODU E ,UUHSDUDEOHLQMXU\ZLWKRXWDQDGHTXDWHUHPHG\DWODZ DOCUMENT 10 3DJHRI 9LVDWWHPSWLQJWRREWDLQJRYHUQPHQWDODSSURYDOIRUGHYHORSPHQWRIDKLJKGHQVLW\ VXEGLYLVLRQWKDWLVGHSHQGHQWRQWKHYDOLGLW\RIWKHYDFDWLRQDQGLWVIXOORZQHUVKLSRIWKH5LJKWRI :D\:LWKRXWWKHFRQFUHWHVZDOHVLWXDWHGZLWKLQWKH5LJKWRI:D\WKHSURSRVHGVXEGLYLVLRQ¶V GUDLQDJHDQGV\VWHPVZRXOGRYHUWRSFDSDFLW\LQDQWLFLSDWHGUDLQIDOOHYHQWVDQGWKHRYHUDOOGUDLQDJH V\VWHPZRXOGQRWIXQFWLRQDGHTXDWHO\WKHUHE\FDXVLQJKDUPWRWKHVXEGLYLVLRQUHVLGHQWVDVZHOODV WKHDGMDFHQWSURSHUWLHVLQFOXGLQJ6WRODU9¶VSURSRVHGGHYHORSPHQWSODQLVGHSHQGHQWRQLWVULJKW WRFRQVWUXFWGUDLQDJHIHDWXUHVRQDQGZLWKLQWKH5LJKWRI:D\ 7KH)DLUKRSH3ODQQLQJ&RPPLVVLRQKDVVHW9¶VDSSOLFDWLRQIRUDKHDULQJRQ )HEUXDU\7KH)DLUKRSH3ODQQLQJ&RPPLVVLRQGRHVQRWKDYHMXULVGLFWLRQWRDGGUHVVWKHOHJDO LQVXIILFLHQFLHVRIWKHYDFDWLRQSURFHGXUHVQRULVLWVXLWHGWRDVVHVVWKHUHVXOWLQJOHJDOUDPLILFDWLRQVRI DIDWDOO\IODZHGYDFDWLRQSURFHVVWKDWXQGHUOLHVWKHSDUWLHV¶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¶VSODQQLQJSURFHVV :+(5()25(WKHSUHPLVHVFRQVLGHUHG3ODLQWLII6WRODUUHVSHFWIXOO\UHTXHVWVWKDWWKLV&RXUW DOCUMENT 10 3DJHRI LVVXHDSUHOLPLQDU\LQMXQFWLRQDJDLQVWWKH'HIHQGDQW9SURYLGLQJDVIROORZV D(QMRLQLQJ9IURPSURFHHGLQJZLWKDQ\DSSOLFDWLRQIRUJRYHUQPHQWDODSSURYDOIRU WKH3URSRVHG'HYHORSPHQW3URSHUW\ZKLFKXWLOL]HVWKH5LJKWRI:D\IRULQVWDOODWLRQ RILPSURYHPHQWVRUGUDLQDJHIHDWXUHVXQWLODILQDOGHWHUPLQDWLRQRIRZQHUVKLSRIWKH 5LJKWRI:D\LVPDGHE\WKLV&RXUW E(QMRLQLQJ 9 IURP HQFXPEHULQJ WKH 5LJKW RI :D\ LQ DQ\ PDQQHU ZLWK LPSURYHPHQWVXWLOLWLHVGUDLQDJHIHDWXUHVRUFRQVWUXFWLRQDFWLYLWLHV F$QGIRUVXFKRWKHUIXUWKHUDQGGLIIHUHQWUHOLHIWRZKLFKWKH3ODLQWLIIPD\EHHQWLWOHG XQGHUWKHFLUFXPVWDQFHV 5HVSHFWIXOO\VXEPLWWHG 5<$1 :,/.(63& s/ Mark D. Ryan___________________ 0$5.'5<$1 5<$ 6$08(/.:,/.(6 :,/ 3RVW2IILFH%R[ 2UDQJH%HDFK$ODEDPD PGUFRXUW#PU\DQODZFRP IRUFRXUWQRWLFHVRQO\ Attorneys for the Plaintiff &(57,),&$7(2)6(59,&( ,KHUHE\FHUWLI\WKDWRQ-DQXDU\,HOHFWURQLFDOO\ILOHGWKHIRUHJRLQJZLWKWKH&OHUNRI WKH&RXUWXVLQJWKH$ODILOHV\VWHPZKLFKZLOOVHQGQRWLILFDWLRQRIVXFKILOLQJWRWKHIROORZLQJ 9%75+ROGLQJV//& FR+DQVHQ%DELQJWRQ :RRGURZ/DQH6XLWH 6SDQLVK)RUW$/ DOCUMENT 10 3DJH RI %DOGZLQ&RXQW\&RPPLVVLRQ FR:D\QH'\HVV&RXQW\$GPLQLVWUDWRU &RXUWKRXVH6TXDUH6XLWH %D\0LQHWWH$/ (UQHVW:*DEHO-U &RXQW\5RDG )DLUKRSH$/ s/ Samuel K. Wilkes___________________ DOCUMENT 10 EXHIBIT A ELECTRONICALLY FILED1/5/2022 3:48 PM05-CV-2022-900012.00CIRCUIT COURT OFBALDWIN COUNTY, ALABAMAJODY L. WISE, CLERK DOCUMENT 11 DOCUMENT 11 T T OF ALAB 1\LA ) 0 NTY OFB LO \ ) Affi davit Before me. the und ersig ned autho rit). a 1o tal") Pu blic in and for aid Coun ty and tate. personall~ appeared Joh n to la r , Jr .. \\ho being b) me first dul) and legal I) \vOrn . depo e and O) -o n oath a follO\\S : I . \ I~ name i John tolar. Jr . I am over the age of nineteen and re ide at I 1260 "vlarshall Lan . Fairh ope. Bald\\ in Count). Alaba ma . I ha \'e per ona l knO\\ ledge of the fact herein . 2. I 0\\11 real proper!) (Parcel o. 46-06-'24 -0-000-006 .006) in Fairhope that ab uts and i ituated direct I~ ea t of 68V BTR Hold ing . LLC ('·68V-') t\, enty acre of property (Parce l o. 46-06-2➔-0-000-007 .000). I purcha ed my propert)· in Jul ) of 2014. (Bald,\in Co. In trument I o. 14688 91). tall 11mes ince acquiring my proper!), an unimp rove d right of way ha run in between t he northern boundal") of the 68 proper!) and th e so uthern boundary of Eame t W. Gabel . Jr ·s proper!). \\ ith the \\ est em end of the righ t of \\8) intersecting La\Hence Road and the ea tern end abu nin g m) property (hereinafter the ·•Right of Way'"). 11ie Right of Wa) connects direct l from La\\ rence Road a nd abuts my proper!). 4. It was brought to my att ent ion recently th at a Bald\, in Coun ty Re o lu tion \\ as e ntered i n April of 2021 vaca ting t he Ri ght of Way. (Re o lut ion o. 202 1-049 : Bald" in Co Ins trum ent o. I 905296). I "a not in c lu ded as a pe ti tioner 10 the a ppli cat io n for ,a a t ion . I never recei\ed written no ti ce of the Ri ght of Wa) vacation app lication . I ne\er received \Hittc n not ice of th e Ba ld\, in Co unt) hearing date. I had no oppo rtun1t) to pre en t my po it ion on the matte r and I ne\ er ig ned any conse nt or apprO\ a I for tl1 e ,acat1on . 5. A an ab uttin g la nd owner to th e Ri g ht of Wa , I ha\ e an int ere ti n the, acat ion of aid Ri ght of Way . Had I received proper noti ce of th e vacation hea rin g. I ,,ou ld ha,e adama nt!) Page l of2 DOCUMENT 11 o bJ ec tcd to the , acation pc111 io n. I t 1 m) d esire and intent to have the vaca ti on Reso luti,on No. 2021-049 de emed \,Oid and th Rig ht of Wa y remain Funher Affiant a)eth no t. J ohn St~ \'~ ~ Page 2 of 2 EXHIBIT B ELECTRONICALLY FILED1/5/2022 3:48 PM05-CV-2022-900012.00CIRCUIT COURT OFBALDWIN COUNTY, ALABAMAJODY L. WISE, CLERK DOCUMENT 12 DOCUMENT 12 Baldwin County Commission Agenda Action Form File #: 21-0722, Version: 1 Meeting Type: BCC Regular Meeting Meeting Date: 4/6/2021 Item Status: New From: Joey Nunnally, P.E., County Engineer Seth Peterson, P.E., Pre-Construction Manager Gayle Pierce, Right-of-Way Technician II Submitted by: Lisa Sangster, Administrative Support Specialist IV ITEM TITLE Item#: DN2 Case No. VAC-21-1 -Vacation of a 20' Unopened, Unimproved Right-of-Way East of Lawrence Road STAFF RECOMMENDATION Take the following actions: 1) Approve the request from Wendell Hudson, Tonia Hudson and Ernest W. Gabel, Jr. to vacate a 20' unopened, unimproved right-of-way east of Lawrence Road; and 2) Adopt Resolution #2021-049, which approves the vacation in accordance with Section 23-4-2 and Section 23-4-20 of the Code of Alabama 1975. BACKGROUND INFORMATION Previous Commission action/date: N/A Background: The petitioners, Wendell Hudson, Tonia Hudson and Earnest W. Gabel, Jr., own all of the property abutting the area requested to be vacated. The area to be vacated is not located in a municipality nor maintained by the County. Section 23-4-2 of the Code of Alabama 1975 reads as follows : Procedure. (a) Whenever the governing body of a municipality or county proposes to vacate a public street, alley, or highway, or portion thereof, the governing body shall schedule a public hearing prior to taking final action and shall publish notice of the proposed hearing on the vacation in a newspaper of general circulation in the portion of the county where the street, alley, or highway lies once a week for four consecutive weeks in the county prior to deciding the issue at a regularly scheduled meeting of the governing body. A copy of the notice shall be posted on a bulletin board at the county courthouse and shall also be served by U.S. mail at least 30 days prior to the scheduled meeting on any abutting Baldwin County Commission Page 1 of4 Printed on 3/30/2021 powerGd by Leg1s1ar • DOCUMENT 12 File#: 21-0722, Version: 1 Item#: DN2 owners and on any entity known to have facilities or equipment such as utility lines, both aerial or buried, within the public right-of-way of the street, alley, or highway to be vacated. The notice shall describe the street, alley, highway, or portion thereof, proposed to be vacated and also give the date, time, and location of the meeting of the governing body at which the proposed vacation is scheduled to be addressed. Any citizen alleging to be affected by the proposed vacation may submit a written objection to the governing body or may request an opportunity to be heard at the public hearing held as required herein. (b) If the governing body elects to vacate, it shall adopt a resolution which shall describe with accuracy the street, alley, or highway, or portion thereof, to be vacated and shall give the names of the owner or owners of the abutting lots or parcels of land and also the owner or owners of such other lots or parcels of land, if any, which will be cut off from access thereby over some other reasonable and convenient way. The resolution shall further set forth that it is in the interest of the public that such street, alley, or highway, or portion thereof, be vacated and shall be filed in the probate court of the county. In counties which elect the members of the county commission by single -member districts, the motion to approve the vacation shall be made by the commissioner in whose district the portion of the public street, alley, or highway to be vacated is located. The vacation shall not deprive other property owners of any right they may have to convenient and reasonable means of ingress and egress to and from their property, and if that right is not afforded by the remaining streets and alleys, another street or alley affording that right much be dedicated. The filing of the resolution as required herein shall operate as a declaration of the governing body's vacation and shall divest all public rights and liabilities, including any rights which may have been acquired by prescription, in that part of the public street, alley, or highway vacated. Title and all public rights, including the right to close the street, alley, or highway vacated, shall vest in the abutting landowners. Entities with utility lines, equipment, or facilities in place at the time of vacation, shall have the right to continue to maintain, extend, and enlarge their lines, equipment, and facilities to the same extent as if the vacation had not occurred. Notice of the governing body's action shall be published once in a newspaper in the county no later than 14 days after its adoption. Section 23-4-20(a) of the Code of Alabama 1975 reads as follows : Subject to the conditions set out in this subsection, any street or alley may be vacated, in whole or in part, by the owner or owners of the land abutting the street or alley or abutting that portion of the street or alley desired to be vacated by following the procedures set out herein. The owner or owners of the land abutting the street or alley to be vacated shall join in a written petition requesting that the street or alley be vacated and shall file the petition with the governing body with jurisdiction over the street or alley, or portion thereof, requesting the governing body's approval of the vacation. Following receipt of the written request for assent, the governing body shall act upon the request applying the same notice, hearing, voting, and appeal procedures as set forth in Section 23-4-2 and 23-4-5, and if the governing body approves the vacation, it shall have the same effect as provided therein, including that the vacation shall not deprive other property owners of any right they may have to convenient and reasonable means of ingress and egress to and from their property, and if that right is not afforded by the remaining streets and alleys, another street or alley affording that right must be dedicated. Baldwin County Commission Page 2 of4 Printed on 3/30/2021 pmvererJ by Leg:slar DOCUMENT 12 File#: 21-0722, Version: 1 Item#: DN2 The notice (see attached) for the public hearing to be held on April 6, 2021, is currently running for four (4) consecutive weeks in all Gulf Coast Newspapers. Staff also posted said notice on bulletin boards at the Bay Minette Administration Building, the Foley Satellite Courthouse, the Fairhope Satellite Courthouse and Central Annex in Robertsdale. FINANCIAL IMPACT Total cost of recommendation: N/A Budget line item(s) to be used: N/A If this is not a budgeted expenditure, does the recommendation create a need for funding? N/A LEGAL IMPACT Is legal review necessary for this staff recommendation and related documents? Yes Reviewed/approved by: Brad Hicks, County Attorney -03/24/2021 -las Additional comments: N/A ADVERTISING REQUIREMENTS Is advertising required for this recommendation? Yes If the proof of publication affidavit is not attached, list the reason: Forthcoming from staff. FOLLOW UP IMPLEMENTATION For time-sensitive follow up, select deadline date for follow up: N/A lndividual(s) responsible for follow up: Administration Staff, Highway Department Action required (list contact persons/addresses if documents are to be mailed or emailed): Administration Staff will have all necessary documents executed by the Chairman. Highway Department (Gayle Pierce) will have the notice of action by the County Commission published in all Gulf Coast Newspapers within 14 days and record all necessary documents. (Recording required only if vacation is granted by the Commission.) Baldwin County Commission Page 3 of4 Printed on 3/30/2021 powered by Leg1slar".' DOCUMENT 12 File#: 21-0722, Version: 1 Contact: Mr. Wendell Hudson 457 S Mobile Street Fairhope, Alabama 36532 Additional instructions/notes: N/A Baldwin County Commission Page 4 of4 Item#: DN2 Printed on 3/30/2021 powered by Leg,slar ,., DOCUMENT 12 BALDWIN COUNTY RIGHT-OF-WAY/EASEMENT VACATION APPLICATION Mailing Address Baldwin County Highway Department-Right-of-Way Division P. 0. Box 220 Silverhill, AL 36576 Phone: (251)937-0371 or Fax: (251)937-0201 Primary Contact for Applicant Name: Wendell Hudson Mailing Address: 457 S Mobile Street City: Fairhope State : AL Zip code: 36532-___________ _ Telephone: (601 )408-8593 Fax: (601 )794-2035 Email: Hudson@PurvisForestProducts.com Please list Parcel ID Number(s) that border the proposed rlqht-of-way to be vacated 05-46-06-24-0-000-007.000 05------------------------·---- 05-46-06-1 3-0-000-029.000 05------------------------·---- 05-46-06-24-0-000-006.006 05-___ ----------------____ . ___ _ 0 5-------------------------·----0 5------------------------·---- 05-___ -___ -___ -__ -___ -_____ . ___ _ 05-___ -___ -___ -__ -___ -____ . ___ _ 05-------------------------·----05-___ --------------------·---- 05-___ -___ -___ -__ -___ -_____ . ___ _ 05-___ -___ -___ -__ -___ -____ . ___ _ 05-___ -___ -___ -__ -___ -_____ . ___ _ 05-___ -___ -___ -__ -___ -____ . ___ _ 05-___ -___ -___ -__ -___ -_____ . ___ _ 05-___ -___ -___ -__ -___ -____ . ___ _ 05-___ -___ -___ -__ -___ -_____ . ___ _ 05-___ -___ -___ -__ -___ -____ . ___ _ 05-___ -___ -___ -__ -___ -_____ . ___ _ 05-___ -___ -___ -__ -___ -____ . ___ _ 05-___ -___ -___ -__ -___ -___ . _____ _ 05-___ -___ -___ -__ -___ -____ . ___ _ DOCUMENT 12 LOCATION OF PROPOSED RIGHT-OF-WAY: Commencing at the Northwest corner of Section 24, Township 6 South, Range 2 East, Baldwin County, Alabama, thence run easterly 30 feet to the east right of way line of Lawrence Road and being the point of beginning of the right of way herein to be vacated; thence run easterly along existing north right of way a distance of 1 305 feet, more or less, to the northwest corner of the Northwest Quarter of the Northwest Quarter of said Section ; thence run southerly along the east line of said Quarter/ Quarter, a distance of 20 feet, more or less; thence run westerly a distance of 1305 feet, more or less, to the east right of way line of Lawrence Road; thence run northerly a distance of 20 feet, more or less, to the point of beginning. LAYMAN'S DESCRIPTION A 20 foot right of way running east and west on the north line of the Northwest Quarter of the Northwest Quarter of Section 24, Township 6 South, Range 2 East, as recorded in Deed Book 25, page 173, in the Office of the Judge of Probate, Baldwin County, Alabama IS THE RIGHT-OF-WAY CURRENTLY MAINTAINED BY BALDWIN COUNTY? ___ YES __ X_NO al'~~~ SIGNATURE OF PRIMARY CONTACT PERSON Wendell Hudson DATE Jan-23-2021 (601) 408-8593 The address on Lawrence Road in Fairhope is 20,000 Lawrence Road on a 20 acre parcel owned by Wendell and Tonia Hudson, 20 Ft Right-Of-Way is on north line of 20 acre parcel, the 20 Ft is all within the 20 acre parcel owned by Wendell and Tonia Hudson. There are no utilities on the Right-Of-Way the property is currently farmland DOCUMENT 12 Legend ~ Paved -·-·--·-911 Roads LAND PARCELS Section 27 Township 4 South Range 4East Ernest W. Gabel, Jr (Petitioner) (05-46-06-13-0-000-029. 000) PROPOSED 20' RIGHT OF WAY TO BE VACATED Wendell Hudson and Tonia R. Hudson (Petitioner) (05-46-06-24-0-000-007.000) R/W VACATION REQUEST: 20' UNOPENED/UNIMPROVED DEEDED RIGHT OF WAY OOJ 1106 oao 0.1> ,.. .. EXHIBIT C ELECTRONICALLY FILED1/5/2022 3:48 PM05-CV-2022-900012.00CIRCUIT COURT OFBALDWIN COUNTY, ALABAMAJODY L. WISE, CLERK DOCUMENT 13 DOCUMENT 13 BALDWIN COUNTY, ALABAMA HARRY O'OLIVE, JR. PROBATE JUDGE Filed/cert. 411212021 3:32 PM TOTAL $ 0.00 2 Pages ---c..c:- ~ c..TI ..-...=- c..c:- c=s, COUNTY OF BALDWIN STATE OF ALABAMA II\\IIWJ11illilllllll RESOLUTION NO. 2021-049 RESOLUTION OF THE COUNTY COMMISSION OF BALDWIN COUNTY, ALABAMA FOR THE VACATION OF A 20 FOOT UNOPENED, UNIMPROVED RIGHT OF WAY EAST OF LAWRENCE ROAD ' RECITALS: 1. Wendell Hudson, Tonia Hudson and Ernest W. Gabel, Jr. ("Petitioners") are the owners and holders of interest of the lands abutting a 20' unopened, unimproved right of way east of Lawrence Road, more particularly described as follows: Commencing at the Northwest corner of Section 24, Township 6 South, Range 2 East, Baldwin County, Alabama, thence run easterly 30 feet to the east right of way line of Lawrence Road and being the point of beginning of the right of way herein to be vacated; thence run easterly along existing north right of way a distance of 1305 feet, more or less, to the northwest corner of the Northwest Quarter of the Northwest Quarter of said Section; thence run southerly along the east line of said Quarter/ Quarter, a distance of 20 feet, more or less; thence run westerly a distance of 1305 feet, more or less, to the east right of way line of Lawrence Road; thence run northerly a distance of 20 feet, more or less, to the point of beginning. (hereafter referred to as the "Right of Way") 2. The Petitioners have filed a Petition with the County Commission of Baldwin County, Alabama (the "County Commission") requesting that the County Commission adopt a resolution to vacate the Right of Way. 3. The Petitioners, pursuant to Section 23-4-2, et. seq., Code of Alabama 1975, desire to destroy the force and effect of the dedication of the Right of Way and divest all public rights, including any and all rights which may have been acquired by prescription in and to the Right of Way. 4. The Right of Way is located within Baldwin County, Alabama and is not located within the municipal limits of any municipality. 5. It is in the interest of the public that the Right of Way be closed and vacated. 6. The vacation of the Right of Way does not deprive other property owners of such rights as they may have to convenient and reasonable means of Ingress and egress to and from their property. Page 1 of 2 DOCUMENT 13 NOW, THEREFORE, BE IT RESOLVED BY THE COUNTY COMMISSION OF BALDWIN COUNTY, ALABAMA, that the County Commission does assent to the vacation of the Right of Way described in Paragraph 1 of this Resolution and, as such, the Right of Way is hereby vacated and annulled and all public rights and easements therein are divested. The~foreg,oing resolution was adopted and approved on the _ r \ ~ 2021, by the Baldwin County Commission. ' \..[t\J day of Approved: DAVIS, Ill, CHAIRI\JM:f'lt-- DWIN COUNTY COMMISSION WAYNE DYESS, COUNTY ADMINISTRATOR BALDWIN COUNTY COMMISSION Page 2 of 2 EXHIBIT D ELECTRONICALLY FILED1/5/2022 3:48 PM05-CV-2022-900012.00CIRCUIT COURT OFBALDWIN COUNTY, ALABAMAJODY L. WISE, CLERK DOCUMENT 14 DOCUMENT 14 . !§ I '. !I A ~1 I I i I i, I I I .._., ----- ,, i, ' ~~ .. -.. LI i ' _ •:~ •:°E: --0--~ G ables on Lawrence • 111· i • . I !i - ~-t _ ___,, ' ;1i ! .. t !ii t .. ~ . /jj l ·1 , . . . .... GRAD ING & DRA IN AG E PLAN L 7 Kenneth D. Underwood, P. E. P. 0. Box 125 Magnolia Springs, Alabama 36555 January 25, 2022 Report on Storm Water Discharge Design Gables on Lawrence Project Section 24; Township 6-S; Range 2-E J3aldwin Col!-llty, Alabama GENERAL DISCUSSION: All storm water discharge rates and total volume of discharge values were taken from the above referenced report unless otherwise noted. To better understand tenns used in this report cubic feet per second (CFS) is commonly used to define flow rate, Acre feet (ACRE-PEET) is commonly used to define total volume of sto1m water discharge and gallons per second (GAL./SEC.) is another way to define flow rate. One ACRE-FOOT is defmed as a one acre of area coveted by one-foot of water. Rainfall freq uencies tabulated in the A TIACHMENTS are commonly referred to as a 2-Year event, for example. A 2-Year rainfall/runoff event has a fifty percent (50 %) probability of occurrence .in any given year, while a 100-Year event has a probability of one percent (I %) occurrence in any given year. Disparity between stonn water discharges presented on Page 3 of the subject report and those values presented on the attachments hereto is noted. Storm water discharges presented in the attaclunents to this report were derived directly from the referenced report and considered only those discharges from the proposed project property0 that discharged onto the adjacent properties, not at locations further down the watersheds. Considered storm water discharges included all "Bypass" discharges in the subject report. East Side Property: Total storm water volume discharged from the proposed project onto the east side property increased during all rainfall events considered. This increase in total runoffvoJume for a11 rainfall events would also lengthen the-total time period of storm water runoff flows over the property. This longer period of runoff flow would increase the flooding and erosion potential of property along the flow channel. It has been reported by the adjacent property owners that under exiting conditions the adjacent property and structures are often threatened by flooditlg. • Elimination of the concrete ditch along the north property line would result in significant impacts on. the designed project structures. The capacicy of Pond 1 and accompanying discharge structure would nave to be reconsidered because additional storm water runoff would reach the pond w:ithout the ditch in place. Pond freeboard is another project feature that would require a redesign effort. South Side Property: Total storm water discharged from the proposed project onto the south side property increased during all rainfall events considered. This increase in total runoff volume for all rainfall events would .also lengthen the total time period of storm water runoff flows over the property. This longer period of runoff flow would increase the flooding and erosion potential of property along the flow channel. The maximum storm water discharge rate for all events also increased the flooding and erosion potential. West Property Line (Lawrence Road}: By reducing the total area contributing. storm water runoff to the culvert under Lawrence Road, the proposed proj ect design reduced the total di,scharge volumes and maximwn discharge rates to the property west of Lawrence Road. FINDINGS : Findings in this report are based on evaluation of data and drawings included in a report entitled, "Drainage, Narrative and Calculations" for 1'Gabels on Lawrence'' prepared by S.E. Civil Engineering & Surveyin_g (Project Number 20210979). In order to assess the report's findings relative to stonn water discharges from the project onto adjacent properties two drawings were of particular interest, "PRE BASlNS" (Attachment l) and "POST BASINS" (Anachment 2). These two drawings indicate drainage areas discharging from the property prior to project development and post project development. Stonn water discharges from the site directly onto adjacent properties are presented in the "Hydrocad Report (Site), pages 17 through 142 of the referenced report. EAST PROPERTY LlNE STORM WATER DISCHARGES: Attachment 4-1 presents findings for stonn water discharges from the project to the east property line. The project condition includes a 4-foot bottom width concrete lined ditch paralleling the north property line and discharging in a southerly directioJ1 near the propeJt¥ northeast comer. This ditch intercepts sheet type flows from the property to the north and is contained within a purportedly vacated 20-foot wide right-of-way. Total storm water runoff resulting from the six rainfall frequencies considered discharge greater total volumes for all rainfall events. Tota.J storm water discharged for a 2-year event increased by 536,494 gallons or 54.5 percent and the 100-year event increased by l , 104,246 gallons or 26.8 percent. Peak discharge rates for a 2-year event increased by 3 gallons per second or 1.5 -percent , the 5-year event decreased by 7 gallons per second or 2.7 percent, and the 100-year event decreased by 42 gallons per second or 5 .5 percent. Total acreage discharging from the east property line increased from 12.240 acres to 13 .650 acres or l 1.5 percent due to site area changes to the contributing east side watershed. Attachment 4-1 presents a tabulation of the total volume of storm water discharged to Pond 1 without the concrete ditch in place. lfthe 20-foot right-of-way purported vacation by Baldwin County is eliminated from the present development plan.and the ditch is eliminated, a large portion of the post project bypass area will discharge into Pond l. That estimated bypass area that would discharge into Pond l is indicated on Attachment 3. The total discharges into Pond l with this scenario varies from <\Il increase of 5·3.4 percent (483,645 gallons) for a 2-year rainfall event to 40.5 percent (1 ,950,948 gallons) for the 100-year rainfall event. Without. the concrete ditch in place to intercept storm water runoff from the northern property, that runoff would reach Pond 1 by sheet flowing directly into the pond and flowing between the buildings, down the street, into the underground storm drainage system and then into the pond. Removing the concrete ditch from the existing storm water drainage system for this portion oftbe project would require a complete redesign oftbe stonn water collectiqn system, detention/retention pond, dlscharge structure and erosion protection plan at the point of discharge onto the adjacent property. Attachment 4-l presents the calculated minimum fteeboard in Pond I for the six rainfall frequencies considered in the subject report, Tb.ese values consider that the project is completed with the concrete ditch in -place. The freeboard varies from 3 .26 feet for a 2-year rainfall event to 1.06 feet for the l 00-year event. No freeboard values are presented in the report with the concrete ditch elimmated from the project. Without the concrete ditch in place the total volumes for clischarge into Pond 1 increase between 40.39 percent and 51.54 percent meaning the freeboard values shown would be invalid for th.e present detention/retention pond and discharge structure design. A review of Sheet C03 of the "Proposed Construction Plans" shows no provisions made for an "Emergency Spillway" for either Pond 1 or Pond 2. An emergency spillway would cliscbarge storm water in the event that the detention capacity of a pond is exceeded and/or the discharge structure is blocked or capacity is exceeded. An emergency spillway wouJd discharge water to prevent overtopping of the dam and dam failure by erosion. CONCRETE DITCH: Attachment 4-2 presents a tabulation of flow rates (CFS), flow velocity (FPS) and flow depth (FT.) for storm water discharges from the concrete ditch. A project grading and drainage plan indicates that this ditch bottom e levation drops approximately 14 feet from beginning to discharge point. Based on that grading and drainage plan drawing the ditch has an elevation drop of2-feet over the last 33-feet before the ditch discharge point. The discharge velocities vary from 10.7 feet-per-second (FPS) for the 2-year rain fall event to 17.4 FPS for the 100-year event. No detention is provided at the discharge point, only a riprap blanket. Storm water runoff velocities above 2 FPS are considered highly erosive in most soils. SOUTH PROPERTY LINE STORM WATERDISHARGES: Attachment 5 presents findings for storm water discharges from the project to the south property line. Total storm water discharge volumes and peak storm water discharge rates are increased for all six rainfall frequency events considered. Total storm water clischarged for a 2-year event incr.eased by 485,189 gallons or 52.1 percent and the 100-year event increased by 970,038 gallons or 24.4 percent Total and peak discharge rates for a 2-year event increased by23 gallons per second or 14.4 percent and the 100-year event increased by 81 gallons· per second or 12.0 percent. These increases in total volume discharged and discharge rate increases are because of the project 2 development and site drainage area alteration. Project total acreage discharging onto the south property line increased from 11.990 acres to 12.960 acres or 8.1 percent WEST PROPERTY LINE STORM WATER DISCHARGES; Attachment 6 presents findings for storm water discharges from the project to the west property line or Lawrence Road. Total storm water runoff resulting from the six rainfall frequencies discharge lower total volumes and rates for all rainfall events. Total stonn water discbarged for a 2-year event decreased by 134 ,548 gallons or S0.6 percent and the 100-year event decreased by 710,455 gallons or 61.3 percent Peak discharge rates for a 2-year event decreased by 14 gallons per second or 25.4 percent and the 100-year event decreased by 106 gallons per second or 44.9 ,percent. Project total acreage discharging to Lawrence Road decreased from 3.530 acres to 1.150 aces or 67.4 percent CONCLUSIONS: EAST PROPERTY LINE DISCHARGES: Total and peak discharges from this proposed project would increase flows onto the adjacent property and discharge at discrete points. The discharge from Pond l and the concrete ditch are discrete points. Those concentrated discharges wilJ subject the adjacent property to increased storm water flow velocities and total stonn water discharge volumes significantly increase tbe flooding and erosion potential for that adjacent property. In the pre- project condition storm water runoff to the adjacent property is mostly shallow sheet flow with some channelized flow where topography dictates. The potential for stonn water infiltration into the ground would be significantly reduced by the project as considerable hard surface acreage would be created which prevents infiltration, thereby increasing total runoff volumes. The extreme discharge-velocities from the concrete ditch presents a serious erosion potential as the existing ground slope from the ditch end to the natural drainage channel is as steep as the ditch slope. SOUTH PROPERTY LINE DISCHARGES: Total and peak discharges from this proposed project would increase flows onto adjacent property and discharge at a discrete point. The discharge from Pond 2 is a discrete point. That concentrated discharge wiJI subject the adjacent property to increased storm water flow velocities and total storm water discharge volumes thereby increasing the flooding and' erosion potential for that adjacent property. In the pre-project condition storm water runoff to the adjacent property is mostly sb&Uow sheet flow with some channelized flow where topography dictates. The potential for storm water in.filtration into the ground would be reduced by the project as considerable bard surface acreage would be created which prevents infiltration, thereby increasing total runoff volumes. WEST PROPERTY L.INE DISCHARGES: Total and peak discharges from this proposed projectwould actually decrease flows onto adjacent property and discharge at a discrete point, the culvert under Lawrence Road. These reductions in total volumes discharged and in the peak discharge rates would occur becaw;e of the reduction in project total area draining to Lawrence Road. Attachments : (as stated) 3 ~})-~ Kenneth D. Underwood. P. E. Alabama P. E. Registration No. [0302 GABELS ON LAWRENCE STORM WATER DISCHARGES TO EAST PROPERTY LINE TOTAL DISCHARGE COMPARISON WITH CONCETE DITCH CONDITION AREA TOTAL DISCHARGE {ACRE-FEET} (Ac.) 2 Ylt 5 YR. lOYR. 25YR. 50YR. lOOYR. PRE-PROJECT 12.240 2.898 4,260 5.638 7.845 9.931 12,149 PROJECT TO POND 1 8.020 3.054 4.095 5.106 6.680 8.133 9 ,657 PROJECT-BYPASS 5.630 l.423 2.066 2.712 3.742 4.712 5.742 PROJECT TOTALS 13.650 4.477 6.161 7.818 10.422 12.845 15,399 PROJECT INCREASE 1.410 1.579 1.901 2.180 2.577 2.914 3.250 PROJECT TOTALS {GAL.) 1521141 2093311 2656238 3541062 4364320 5232087 PROJECT INCREASE (GAL} 536494 645899 740626 875582 990084 1104246 CHANGE(%) 11.5 54.5 44.6 38.7 32.8 29.3 26.8 PEAK DISCHARGE RATE COMPARISON WITH CONCRETE DITCH CONDITION AREA MAXIMUM DISCHARGE RATE (CFS) (Ac.) 2YR. SYR. lOYR. 25 YR. 50YR. 100\'R. PRE-PROJECT 12.240 23.890 35.300 46.670 64.620 81.220 98.600 POST-POND 1 8.020 11.640 16.000 21.220 29.330 36.500 43.520 POST-BYPASS to f>OND 5.630 12.600 18.360 24.030 32.900 41.090 49.640 POST TOTALS 13.650 24.240 34.360 45.250 62.230 77.590 93.160 PRE-PROJECT (GAL./SEC.) 186 275 364 504 634 769 POST PROJECT {GAL./SEc.) 189 268 353 485 605 727 CHANGE (GAL./SEC.) 3 -7 -11 -19 -28 -42 CHANGE(%) 11.5 1.5 -2.7 ~3.0 -3.7 -4.5 -5.5 PROJECT POND 1 FREEBOARD AT PEAK EVENT DISCHARGES WITH CONCRETE DITCH CONDITION POND POND PEAK ELEVATION CREST(EL. 2YR. 5 YR. lOYR. 25-YR. 50YR. 100 YR. PROJECT TO POND 1 86.00 82.74 83.19 83.55 84.06 84.50 84.94 FREEBOARD (FT.) 3.26 2.81 2.45 1.94 1.50 1.06 TOTAL DISCHARGE TO PONO 1 COMPARISON WITHOUT CONCETE DITCH (NOTE 1) CONDITION AREA TOTAL DISCHARGE (ACRE-FEET) {AC.) 2YR. 5 YR. lOYR. 25YR. SOYR. 100 YR. POST BYPASS 0.750 0 .190 0.275 0.361 0.498 0 .628 0.765 PROJECT TO POND 1 8.020 3.054 4.095 S.108 6.680 8.133 9.657 POST-BYPASS to POND 1 4.880 1.233 1 .791 2.351 3.244 4.084 4 .977 POST TOTAL TO POND 1 12.900 4.287 5.886 7.459 9 .924 12.217 14.634 TOTAL DISCHARGE 4.477 6.161 7.820 10.422 12.845 15.399 POND 1 CHANGE 1.423 2.066 2.712 3.742 4.712 5.742 POND 1 CHANGE {GAL) 483645 701961 921451 1271412 1600987 1950948 POND 1 CHANGE{%) 53.4 49.5 46.9 44.0 42.1 40.5 NOTE 1: POST BYPASS TO POND 1 DERIVED BY PROPORTIONING POST BYPASS VALUE ACCORDING TO ESTIMATED AREA CHANGES. ATTACHMENT 4-1 GABELS ON LAWRENCE -CONCRETE DITCH DISCHARGE TO EAST PROPERTY LINE -ESTIMATED FLOW VELOCITY AND FLOW DEPTH ITEM DISCHARGE (CFS) FLOW VELOCITY (FPS) FLOW DEPTH (FT.) 2YR. 12.600 10.743 0.270 SYR. 18.360 12.325 0.340 lOYR. 24.030 , 13.581 0.400 25 YR. 32 .9 00 15.292 0.430 SOYR. lOOYR. 41.090 49,640 16.460 17.413 0.550 0.620 NOTE 1: FLOW VELOCITY AND DEPTH ESTIMATED BASED ON CHANNEL CROSS SECTION GEOMETRY AND CHANNEL SLOPE INFORMATON FROM DRAWINGS AT DISCHARGE LOCATION. ATTACHMENT 4-2 GABELS ON LAWRENCE STORM WATER DISCHARGES TO SOUTH PROPERTY LINE TOTAL DISCHARGE COMPARISON CONDITION AREA TOTAL DISCHARGE (ACR.E-FE.H) (AC.) 2YR. 5 YR. lOYR. 25 YR. 50YR. 100 YR. PRE-PROJECT 11.990 2.742 4.056 5.391 7.533 9.563 11.724 PROJECT TO POND 2 11.900 3.893 5.378 6.838 9.122 11.246 13.481 PROJECT BYPASS 1.060 0.277 0.400 0.523 0.719 0.903 1.098 PROJECT TOTALS 12.960 4.170 5.778 7.361 9.841 12.149 14.579 PROJECT TOTALS (GAL.) 1416833 1963180 2501032 3343657 4127841 4953478 PROJECT INCREASE (GAL.) 485189 585080 669343 784 185 878640 970038 CHANGE(%) 52.1 42.5 36.5 30.6 27.0 24.4 PEAK DISCHARGE RATE COMPARISON CONDITION AREA MAXIMUM DISCHARGE RATE (CFS) (AC.) 2 YR. 5 YR. lOYR. 25 YR. SOYR. 100 YR. PRE-PROJECT 11.990 20.330 30.280 40.240 56.010 70.640 85.970 PROJECT TO POND 2 11.900 19.430 27.930 36.310 50.830 65.940 81,730 POST-BYPASS 1.060 3.830 5.510 7.170 9.Y30 12.100 14.570 PROJECT TOTALS 12.960 23.260 33.440 43.480 60.560 78.040 96.300 PROJECT INCREASE 0.970 2.930 3.160 3.240 4.550 7.400 10.330 PRE-PROJECT (GAL/SEC.) 159 236 314 437 551 671 POST-PROJECT (GAL/SEC.) 181 261 339 472 609 751 CHANGE (GAL/SEC.) 23 25 25 35 58 81 CHANGE(%) 8.1 14.4 10.4 8.1 8.1 10.5 12.0 ATTACHMENT 5 GABELS ON LAWRENCE STORM WATER DISCHARGES TO WEST PROPERTY LINE -LAWRENCE ROAD TOTL DISCHARGE COMPRISON CONDI TION AREA TOTAL DISCHARGE (ACRE-FEET) (AC.) 2 YR . SYR. l0YR. 25 YR. S0YR. lO0YR. PRE-PROJECT 3.530 0.783 1.165 1.555 2.181 2.717 3.411 POST-PROJECT 1.150 0.387 0.532 0.674 0.896 1.103 1.320 PROJECT CHANGE -2.380 -0.396 -0.633 -0.881 -1.285 -1.674 -2.091 PROJECT TOTALS (GAL.) 143100 196717 249224 331312 407854 488094 PROJECT CHANG~ (GAL.) -134548 -215073 -299336 -436602 -568772 -710455 CHANGE(%) -67.4 -50.6 -54.3 -56.7 -58.9 -60.3 -61.3 PEAK DISCHARGE RATE COMPARISON CONDITION AREA MAXIMUM DISCHARGE RATE (CFS) (AC.) 2 YR. SYR. lOYR. 25 YR. 50YR. 100 YR. PRE-PROJECT 3.530 6.930 10.430 13.940 19.480 24.650 30.070 POST-PROJECT 1.150 5.170 7.020 8.790 11 .500 13.980 16.560 PRE -PROJECT (GAL/SEC.) 54 81 109 152 192 235 POST-PROJECT (GAL/SEC.) 40 55 69 90 109 129 CHANGE(%) -25.4 -32.7 -36.9 -41.0 -43 .3 -44.9 ATTACHMENT 6 Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 1 The City of Fairhope Fairhope Planning Commission Attention: Allie Knutson, Planning Clerk PO Box 429 Fairhope, AL 36532 Via Email planning@fairhopeal.gov and Hand Delivery Subject: Gables at Lawrence Case SD-22.04- Sewage & Water Services Systems, Comments Concerning References 1. Operations and Maintenance Plan dated 16 November 2021 2. City of Fairhope Subdivision Regulations revised 20 July 2020 3. City of Fairhope, Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities, revised 27 October 2021 4. Proposed Construction Plans, revision 0 dated 16 November 2022 5. The City of Fairhope Capacity Study for Gas, Water and Sewer Utilities – Phase I dated August 2017 6. Engineering Report for the City of Fairhope, 22 November 2021 7. City of Fairhope, Water and Wastewater Department letter dated 20 October 2021 1. Reference 1, submitted by the developer, describes the operation and maintenance to be accomplished by the developer or Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 2 subsequent owners of the common property. The site plan attached indicates a building or area near the north-east storm pond that is noted as connected to the sewage and water services systems on other documents. This is expected to be the sewage lift station location. There are no instructions concerning the operation, maintenance and/or inspections of the sewage lift station. 2. The Submission Requirements, Para 1, of reference 2, requires submission of detailed plans showing Plan and profiles of all proposed utility with connections to existing utility system and all proposed improvements. Approval of private utility connections for water and sewer shall be subject to the standards of Article VIII, Sections E., and G., respectively of the Fairhope Subdivision Regulations, and Chapter 12 of the Code of Ordinances of the City of Fairhope. 2.1. The submittals provided by the developer do not provide plans for the sewage lift station indicated on the plat, 2.2. “The storm and sanitary sewer plans shall be made prior to other utility plans.” The plans submitted do not include the sewage lift station. 2.3. “The storm water system shall be separate from and independent of any sanitary sewer system” is required by reference 2. This is discussed separately in detail, however, is noted here that in the event of an overflow or spillage at the proposed lift station location, raw sewage will flow into the Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 3 north-east retention pond and the concrete swale on the property north boundary. The discharges of these two features will flow to Still Branch and subsequently Fish River. 2.4. Reference 2 requires the sewage system to be designed in accordance with Reference 3. 3. Reference 3 requires submittal of plans for water and sewer systems prior to approval of the Planning Commission. “Applications for approval to construct wastewater facilities and/or water distribution facilities within the City of Fairhope planning jurisdiction shall be completed and submitted by the applicant to the City of Fairhope Sewer Superintendent for approval. Approved applications will be required for Fairhope Planning Commission approval of facilities or developments within the Fairhope Planning Jurisdiction. Review and approval of this application is a pre-requisite to submission of a preliminary plat application to the City of Fairhope Planning Commission, as appropriate.” 3.1. The approved plans are not included in the plans submitted by the developer to the Planning Commission. It is not known if the detailed plans required by Reference 3 have been submitted for approval. This lack of information should be considered by the Planning Commission at any meetings for the development. 3.2. Reference 3 requires the following critical information in the submittal. 3.2.1. CRITICAL ELEVATIONS FOR WASTEWATER FACILITIES Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 4 3.2.1.1. Twenty-five (25) year flood 3.2.1.2. Top of lowest manhole 3.2.1.3. Invert of proposed pipe at each existing manhole connection 3.2.1.4. Invert of existing manhole(s) 3.2.1.5. Top of lift station structure 3.2.1.6. Invert of lift station influent line (s 3.2.1.7. Pump(s) on 3.2.1.8. Pump(s) off 3.2.2. Some of this information is provided in other documents, to be reviewed, but note the Top of the Lift Station, Invert of lift station influent lines, pump[s] on and pump[s] off is not included in any submittal documents. 3.3. Reference 3 requires quantitative information be submitted including the number of units, the flow rate per unit and the total flowrate of the system. The number of units is identified but the unit flow rates, and total system flow rates are not included in any submittals. 3.4. The developer has indicated on plat drawings that a force main will be installed from the lift station along the north boundary of the property to Lawrence Road and hence north to the CR 48 force main sewage system maintained by the City of Fairhope. Details required by reference 3 for the Force Main system including. Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 5 3.4.1. Minimum design flow velocity in the force main piping. 3.4.2. Elevations of head conditions. 3.4.3. Details of the wet well including volume in cubic feet, minimum detention time at peak hourly flow, and time between pumps on is not included in the submitted documents. 3.4.4. Details including manufacturer of the pumps are not included in the submitted documents. 3.4.5. Details of the electrical system including the Supervisory Control and Data Acquisition (SCADA) are not included in the submitted documents. 3.5. Reference 3 requires the submission of the following information. Items 3.5.3 through 3.5.10 are not included in the submitted documents. 3.5.1. Drawings and Specifications 3.5.2. Site plan detailing area to be served 3.5.3. Calculations 3.5.4. Pump curves 3.5.5. Building construction plans 3.5.6. O/M manuals 3.5.7. Permanent Easement Descriptions 3.5.8. Sanitary Sewer Mains or Water Mains (Minimum 20 ft. width). If both sanitary sewer mains and water mains are installed, a minimum 30 feet width shall be required. 3.5.9. Pumping Stations for either wastewater or water (Minimum 30 ft. x 30 ft.). 3.5.10. Flood verification certificates for facilities constructed within the 100-year flood plain. Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 6 3.6. The Sewage System Design Requirement listed in Section B of Reference 3 are not addressed in the submitted documents. 3.7. Reference 3 requires “new sewage pumping stations shall be equipped with provisions for “quick connecting” to emergency generators, “quick connections” and piping configurations to allow for connecting to emergency bypass pumps. Supervisory control and data acquisition (SCADA) systems in accordance with the SCADA systems currently in use by the Fairhope sewer system for monitoring operating conditions of the pump station from the Fairhope Water Reclamation Facility shall be installed at new sewage pumping stations.” 3.7.1. These requirements are not met by the submitted documents. 4. The Proposed Construction Plans, reference 4, Sheet C02 identifies the pad shown near the north-east drainage pond as a Lift Station referenced to the City of Fairhope Lift Station Standard Detail, [sic] reference 3. 4.1. There are no details as required by reference 3 to define the construction, fitting out and design requirements as noted in the reference. 5. Reference 4, Sheet C03, identifies the FFE of the Lift Station pad as “FFE=94.00”. The north-west corner of the north-east drainage pond elevation is 92 feet. Hence, any sanitary sewage overflow [SSO] will be diverted into the drainage pond and subsequently to Fish River. Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 7 No provision is included to retain the overflow or divert from the drainage pond or concrete swale on the north side of the property. Failure of the pumping systems can result in an SSO. 6. Reference 4, Sheet C06 and Sheet C07, describe the four-inch force main from the Lift Station running west along the right of way to Lawrence Road. From the exit from the property, the FM runs north for six tenths of a mile, to CR 48. The development FM is connected to a six-inch FM maintained by the City of Fairhope. This FM ultimately is connected to the Thompson Hall Lift Station. 7. The City of Fairhope Capacity Study for Gas, Water and Sewer Utilities – Phase I, reference 5, identified the Thompson Hall Lift Station as one of three severely strained and currently [August 2017] loaded beyond their design capacity. Although reference 5, indicated a plan to mitigate these problems, Thompson Hall Lift Station has not been upgraded to date. 8. In August 2021, The City of Fairhope entered into an agreement with ADEM to resolve a suit related to several incidents of SSO and the city’s response. As part of the agreement, the City of Fairhope issued a planning report, Engineering Report for the City of Fairhope, reference 6, dated 22 November 2021 8.1. The report identifies Thompson Hall Lift Station, no 2, as one of the current lift stations to be rehabilitated and/or replaced. These projects are still in the design stage of the projects. 8.2. The report, reference 6, states that the pumps at Thompson Hall Lift Station have been replaced to meet the immediate need Gerald L. Moore, PE January 27, 2022 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 8 until the rehabilitation project can be completed. The emphasis is mine to mark that the lift station is not improved for additional systems to be added to the system. 8.3. The report, reference 6, states that the restoration of the lift stations will not complete until 23 March 2023. 8.4. The report, reference 6, indicates that the court deadline for compliance is 31 October 2024. 9. The letter of availability of water and sewer services by the City of Fairhope, reference 7, agrees that the city will provide these services on the condition that “infrastructure could be required at the expense of the developer/ owner”. The letter is signed by John Langley, Superintendent, Water and Wastewater Department. 9.1. However, by error or omission, reference 4, Sheet C06 states the water main from CR 48 shall be increased to eight inches by the City of Fairhope. No mention of infrastructure modifications required to be at the expense of the developer/owner. 10. Summary 10.1. There are a number of details missing from the submittals, notably the proposed lift station. The submissions seem to be incomplete. 10.2. The lack of operational and maintenance planning for the lift station in normal operation and during storms indicates a lack of Gerald L. Moore, PE 19905 Lawrence Road Fairhope, AL 26532 251-656-8917 January 27, 2022 detail in planning. The possibility of a S5O contaminating the downstream systems must be considered prior to approval. 10.3. The current sewer system improvements required by the courts and ADEM indicate the infrastructure is not prepared for the additional systems of 150 Townhomes for Rent units to be installed. This should be addressed by the city prior to approval of the project. Respectfully, Gerald L. Moore, PE Alabama PE Registration 15744 9 PLANNING AND ZONING DEPARTMENT Main Office - 251.580.1655 22251 Palmer St., Robertsdale, AL 36567 Foley Office - 251.972.8523 201 East Section Ave., Foley, AL 36535 ZONING VERIFICATION REQUEST Case #: ZV21-000372 This zoning verification is for informational purposes only. Specific uses for the zoning classification should be verified through the Baldwin County Zoning Ordinance and associated maps or through consultation with the Planning and Zoning staff. Applicant Name: Larry Smith Address: 880 Holcomb Blvd., Suite 2F Fairhope AL 36532 Business Name: S.E. Civil, LLC Business Address: 880 Holcomb Blvd., Suite 2F Fairhope AL 36532 Site Information Parcel ID Number: 05-46-06-24-0-000-007.000 Physical Address (E-911): 19958 LAWRENCE RD FAIRHOPE, AL 36532 Project Information Applicant's Description of Proposed Use: Townhomes Staff Review City Limits: Extra Terratorial Jurisdiction (ETJ): Building Permit Jurisdiction: Zoning Status: Un-Zoned Planning District: 14: County zoning has not been instituted Zoning Classification: Fire District: N/A - Except for Location Verification for Liquor License Verification Status: Completed Date of Verification: Planner's Comments: Unzone Planning District 14 Not Govern by the Baldwin County Zoning Ordinance. Reviewed By: Crystal Bates, Planning Technician Subdivision: Lawrence Road BTR - Townhomes Subdivision location: east off Lawrence Road - Fairhope Requested by: David Diehl - S E Civil Email: ddiehl@secivileng.com Phone: 251-990-6566 Reservation valid through: 10/26/2022 We have approved the following road names for the development listed above. The road names are reserved for one year (365 days) from the date of this letter. If the road name 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 names reserved beyond one year, you must contact us requesting as such or the road names will be automatically released and labeled “available for use”. PreMod PreDir PreType PreSep Street Name PosTyp PosDir PosMod GELDING STREET GALLOP DRIVE PALOMINO STREET Please feel free to contact our office with any questions or concerns. Signed: Samantha Roberts Date: 10-26-2021 AL TOLBERT Chairman DAVID WILSON Vice Chairman RAYMOND LOVELL Secretary/Treasurer JOBY SMITH Director PAUL MUELLER BILLY PAPPAS ALAINNA ELLIOTT ANTHONY LOWERY MARK D. RYAN General Counsel 911 TELECOMMUNICATOR CIRCLE, ROBERTSDALE, ALABAMA 36567 EMERGENCY POLICE • FIRE • MEDICAL DIAL 9-1-1 r T I I l - - L From:Scott Warner To:Chris Ambron Cc:Samantha Roberts Subject:RE: Can you please give me a call today Date:Tuesday, February 1, 2022 9:05:33 AM Attachments:image001.png image002.png SENT FROM AN EXTERNAL ADDRESS If these are street questions this is how we like to see them named. I can call you if you have further or other questions. There needs to be 2 streets named in this first development. One would be something Loop. I see what appears to be 3 named streets here. --------·,;.·r"··------------------ --r ----._q:-~--=-:-f -r- ir,• r ------------ ------------ 1-'&J l ~-----= ~7! ---l p 'i SITE ANALYS IS t l i· SITE PLAN LEGEN D -. = = - 0 . = = ==-=-~- -..-.-.. ~-... --.,,...,---~., ... _ .... ~------- =::.=.-:.;:.~1::~---=--.... -----~----... - I I 1 I I ' I VICI NITY MAP ' j ~ ::=..,~-1·=1 MILE ~ ( -=:'::.;.-, 1~ -=::. •·---~--~-, - -Ii~~ 1 ~-:~ ' P"91l8-I . _. ~-.c -=-.=-.:---- '=::l;;;'----,,,. ... .. -=--=- ·-=-------.:.. --·t _ ....... -=~-==;~= ----[1•1--• ~~--I ,:J ;,; ~...:E;.,. -I F1i1!·== I It :_ I ) -:,\-__ . ·'~5 .11-i-:.......;,1 ~~; ---~~- \ ' --'"':l.: --------"'------------.,-. --~_,, -~--.. -----------~--.... -,._ ... __ ----~- t l - rR:--4f I ., ., , October 21, 2021 Megan Smith 880 Holcomb Blvd, Suite 2F Fairhope, AL 36532 Re: The Gables at Lawrence Road (PIN 7618) Dear Megan Smith: This letter is to confirm that a portion of the referenced development is in Baldwin E.M.C.’s service territory. Baldwin EMC is willing to service the development as long as the necessary easements are granted using our standard easement form and all other appropriate documents and fees are finalized in advance. Baldwin EMC must be given proper notice and planning time with respect to required system upgrades (transmission line, substation and distribution line). All system upgrades and line extensions will be in accordance with Baldwin EMC’s current Line Extension Policy. Please contact me to discuss necessary easements and fees. Below is our typical required easements for subdivisions: There is a dedicated herewith a 10 foot utility easement on all lot lines and common areas adjacent to the right-of-ways and a 5 foot utility easement on each side of lot and common area lines, unless otherwise noted. If you have any questions or if I can be of further assistance, please do not hesitate to contact me at 251-989-0226. Sincerely, Brett Morrow Supervisor of Staking BM/ss BALDWIN EMC Yo ur Touchstone Ene rgy" Cooperative ~ -P.O. Box 220 Summerdale, AL 36580-0220 {251) 989-6247 www.baldwinemc.com ATO2155 OLD SHELL RDSuiteMOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.comATO2155 OLD SHELL RDSuiteMOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.comOctober 05, 2021 Larry SmithS. E. Civil Engineering880 Holcomb Blvd.Fairhope, Alabama 36532 RE: The Gabels at Lawrence Rd. Dear Mr. Smith: This letter is in response to your request for information on the availability of service at the above proposed development by AT&T. This letter acknowledges that the above referenced development is located in an area served by AT&T. Any service arrangements for the proposed development will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to this location. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design tJ)))) LAWRENCE RDBLUEBERRY LN STATE HWY 104 CALIBREST LAWRENCE RDVERANDABL VDSTATE HWY 181CELEBRATION DR NAPLES AV MISSION TRC R V T H E R EYETLN VANCE LN PILLARS STMOSLEY RD ATRI UMAV CANYON DR CATANIA AVTRENTOST ORNAT EAVGALLERY BLVDCity of FairhopePlanning Commission February 7, 2022 ¯LAWRENCE RDBLUEBERRY LN STATE HWY 104 CALIBREST LAWRENCE RDVERANDABL VDCELEBRATION DR N A P L E S AV TURIN AV MISSION TRC R V THEREYETLN SAINTMICHAELWAYPILLARS STATRIUMAV CANYON DR CATANIA AVTRENTOSTORNAT E AVGALLERY BLVDHAPPYC A M P E R CIR SD 22.06 - Estates at the Verandas Ph2 Legend RoadsParcelsCorporate LimitsZoningDistrict Zoning ClassificationB-2 - General Business DistrictR-1 - Low Density Single-FamilyR-2 - Medium Density Single-FamilyPlanning Jurisdiction ^µ µ Project Name:The Estates at the Verandas, Phase 2Site Data:88.87 acresProject Type:25 Lot Final PlatJurisdiction:Fairhope Planning JurisdictionZoning District:UnzonedPPIN Number:64685General Location:South side of State Highway 104, West of Lawrence RoadSurveyor of Record:DewberryEngineer of Record:DewberryOwner / Developer:FST VERANDAS LLCSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Mike Jeffries 1 SD 22.06 Estates at the Verandas Phase 2 – February 7, 2022 Summary of Request: The owner and applicants are FST Verandas, LLC: Mr. Albert Trae Corte of Corte Development, Inc. and Mr. Bruce A. Bigler of Bay Area Developers, LLC. Dewberry Engineers, Inc is the engineering firm for the project. This application is for a 25-lot subdivision located on the south side of the Estates at the Verandas Phase one, generally on the south side of State Highway 104 approximately 3/8 mile east of the SR 104 / SR 181 intersection. Subject property is within the extraterritorial jurisdiction of the City of Fairhope in unzoned Baldwin County. The preliminary plat was approved at the April 2021 Planning Commission meeting (Case number SD 21.17.) Excerpts of the site data table is included below: Comments: - Final plat must be recorded within 60 days after the date of final approval. - The subdivision has been built and designed in conformance with both the approved preliminary plat and Village Subdivision. 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 SITE DATA: ZONING : UNZONED (BALDWIN CO. PLANNING DISTRIC T 14) CITY OF FAIRHOPE PLANNING DISTRICT TOT AL ACREAGE: 91. l O ACRES MINIMUM LO T SIZE : 3 .00 ACRES NUMBER OF LOTS : 25 SMALLEST LOT: 3.00 ACRES SI TE DENSITY: 0.28 UNI TS/AC LARGEST LOT : 5.94 ACRES (LO T 37) PROPOSED USE : RESIDENTIAL LIN. FT. OF STREETS: 3832 (PUBLIC) REQUIRED SETBACKS FRONT - l 00 FEET REAR -50 FEET SIDE -25 FEET - --- UTILITIES WATER SERVICE : CITY OF FAIRHOPE SEWER SERVICE: SEPTIC ELECTRIC SERVICE : RIVIERA UTILITIES TELEPHONE SERVICE: AT&T 2 SD 22.06 Estates at the Verandas Phase 2 – February 7, 2022 e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Follow‐Up Activities Required by Staff and the Applicant: • Copy of the recorded plat • Copy of the recorded O&M Agreement • Maintenance and Guaranty (M&G) Agreement executed by the developer - the mayor signs this agreement to fully execute it o Remember to include the instrument # from the recorded plat o Please include 30 days in paragraph 3 Recommendation: Staff recommends approval SD 22.06 Estates at the Verandas Phase 2 final plat with the following conditions: 1. Renumber lots to be sequential. 2. Complete required follow up activities. - CERTIFICATE OF LEASEHOLD OWNERSHIP WE, HE UNDERSIGNED, THE VERANDAS LLC, AS PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TOBE KNOWN AS THE RESUDf\llSION OF LOT 15 OF THE ESTATES AT Tl-IE VERANDAS PHASE ONE SUBDIVISION, BALDWIN COUNTY, ALABAMA, AND THAT THE STREEl5 AND EASEMENTS, AS SHOWN ON SAID PLAT, ARE HEREBY DEDICAlED TO THE USE OF THE PIJBLIC CERTIFICATE OF NOTARY PUBLIC: STATE QF ALABAMA COUNTY OF BALDWIN ,, ___ NOTARY PUBLIC IN AND FOR SAU COUNTY, INSAID STATE, 1-EREBYCERTIFY THAT===="'WHOSE NAME AS OF THE VERANDAS LLC AS OWNER Of THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT. BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND AS SUCH LEASEHOLD OWNER AND WITH FULL AUTHORITY, EXECUTED HIE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIA L SEAL THE OF _____ _ MORTGAGEE'S ACCEPTANCE: IN WITNESS WHEREOF, ____ OF BAY AREA DEVELOPERS, LLC, THE OWNERS OF THE MORTGAGE ON THE ATTACHED DESCRIBED PROPERTY HAS CAUSED THIS INSTRUMENT TO BE EXECUTED BYTHE UNDERSIGNED OFFICERS THEREUNTO DULY AUTHORIZED ON THS THE DAYOF ___ ,o_, CERTIFICATION BY NOTARY PUBLIC: NOTARY PUBLIC IN AND FOR THE COUNTY OF ___ INTHE STATE OF_~ HEREBYCERTIFYTHAT WHOSENAMEAS ___ OFBAYAREADEVELOPERS LLC IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED i>EFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, A ND AS SUCH OFFICER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY FOR AND AS THE ACT OF SAU CORPORATION. GIVEN UNDER MY HAND AND NOTORIALSEAL THIS_DAY OF ___ ~ N_, ~ ~ N::C '11 ~i~ ij ~,ffia8 ~tt!~~~ ~~~D..!-~~g ~ ~ ~ :1:-, ~ -.t ~' ~&1i ~ ~ ~~(/J 9 ' i<'.~~~ ~',,"' ~i;i~ ~~p ' 0 <_~~_,g ~~~~<;> ~~ic:~ ~ 0 ~ 12 :::;: g FST 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE, AL 36532 PARCEL 05-46-01-11-0-000-001.525 ~- ~ g ~~~~~ FUTURE PHASE 3 ~ooz,..,9 ~~~~;;= mO~uJO ~~~f* u.wu.:c:g □~□iil ~ ~ I I \ I \ CERTIFICATE OF NOTARY PUBLIC: STA TE Of ALABAMA COUNT'!' OF BALDWIN ''---~ NOTM!Y f'IJBLIC IN AND FORSAIJ COUNTY, IN SA ID STATE, HEi;/EBYCERTFY THAT ____ ~ASPRESIDENT,AND _____ ~ASSECRETARY,OF FAIRHOPE SINGLE TAX CORPORAOON, AN ALABAMA CORPORATION, AS OWNER OF THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO ARE KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN THEIR CAPA CITY AS SUCH OWNER AND WITH RJLL A UTf-lORITY, EXECUTED TI-IE SAME VOLUNTARILY. Ce ______ , CERTIFICATE OF OWNERSHIP WE, FA IRHOPE SINGLE TAX CORPORATION, A N ALABAMA CORPORATION. HEREBY STATE THAT WE A RE THE OWNERS OF THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE A LL ROADS. STREEJS, ALLEYWAYS AND EASEMENTS SHOWN ON THIS PLAT TO Tf-E PUBLIC. WE ___ ASO ____ WHOSENA/1,\ESASPRESIDENTANDSECRETARYHAVE CAUSED THE SAME TO BE SURVmD AND SUBDIVIDED AS NDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGNANDTlllEHEREONINDICATED DAYOF ___ _ FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION "'~' ----------- ASl'IS:PRESIDENT .,, __________ _ ASl'IS:SECRETARY ENGINEER'S CERTIFICATE: I, THE UNDERSIGNED, A REGISTERED ENGINEER IN lHE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER 38943, HEREBY CERTIFY THAT I HAVE DESIGNED THE WITH l's IMPROVEMENTS IN CONFORMITY WITH APPLICABLE CODES AND LAWS AND WITH HIE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF H E WITHIN IMPROVEMEN15, THAT THE SAME CONFORMS TO MY DESIGN, lHA TTHE WITHIN IS A TRUE A ND ACCURATE REPRESENTATION OF IMPROVEMENTS AS INSTALLED AND THAT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY THE CITY OF FAIRHOPE, ALABAMA. POINT OF BEGINNING THE SOUTHWEST CORNER OF LOT 7 OF THE ESTATES AT THE VERANDAS, PHASE ONE 6 } ~~~~~~~~~~ 1 15 142587 SF 3.27 AC ------N 89"52'09" E 143779 SF 3.30 AC 27 137530 SF 3.16 AC 28 133659 SF 3.07 AC L.-------------- CERTIFICATE OF APPROVAL BY THE E-911 ADDRESSING: THE UNDERSIGNED, AS AUTHORIZED BY BA LDWIN COUNTY E-91 l BOARD. HEREBY APPROVES THE ROA D NAMES AS DEPICTED ON THE WITHIN PLAT AND HEREBY AF'PROVES THE WITHIN PLAT FOR THE RECORDING OF SAME t. THE PROBATED OFFICE OF BALDWIN COUNTY, ALABAMA, THIS DAY OF~ 20~ CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES:[ELECTRIC) THE UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAMEINTHEPROBATEOFFICEOFBALDWINCOUNTY,ALABAMA,THIS_DAYOF ___ ,o_, CERTIFICATE OF APPROVAL BY AT&T:[TELEPHONE) THE UNDERSIGNED, AS AUTHORIZED BY AT&T f-E REBY A PPROVES THE WITHIN PLAT FQRTHE RECORDING OF SAME t. THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS_ DAY OF ___ ,o_ CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING COMMISSION THIS PLAT HAS BEEN SUBMITTED TO AND CONSDERED BY THE CITY PLANNING COM.MISSION OF FAIRHOPE, ALABAMA, AND IS AF'PROVED BY SUCH COMMISSION CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES [WATER): THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. THIS_ DAY OF __ _ "-' CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER THE UNDERSIGNED, AS COUNTY ENGINEER OF BALDWIN COUNTY, ALABM\A. HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING Of SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. DATEDTHIS__JJAYOF ____ ,o_ 7 N 89"52'09M E 1277.74' 219.00 209.00 209.00 14 CERTIFICATE OF APPROVAL BY BALDWIN COUNTY HEALTH DEPARTMENT: THE LOTIS) ON THIS PLAT ARE SUBJECT TO A PPROVA L OR DELETION BY THE BA LDWIN COUNTY LHD, NO REPRESENTATION IS MADE THAT ANY LOT ON THIS PLAT WILL ACCOMMODATE AN ONSITE SEWAGE SYSTEM [OSS). THE APPROPRIA TENESS OF A LOT FOR WASTEWATER !SEWA GE) TREATMENT AND DISPOSAL SHALL BE DETERMINED WHEN AN APPLICATION IS SUBMITTED. IF PERMITTED, THE LOT APPROVAL MAY CONTAIN CERTAIN CONDmONS WHICH RESTRICT THE USE OF THE LOT OR OBLIGATE OWNERS TO SPECIAL MAINTENANCE AND REPORTING REQUIREMEN15, AND THESE ARE ON FILE WITH THE SAID HEALTH DEPARTMENT AND ARE MADE A PART OF THIS PLA T AS IF SET OUT HERE ON, FLOOD CERTIFICATE: THIS PROPERTY LIES WITHIN ZONE "X" (UNSHADED) AS SCALED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER Ol003C0661M, COMMUNITY NUMBER 075000, PANEL NUMBER 0661, SUFFIXM, M AP REVISED DATE APRIL 19, 2019 AND MAP NUMBER 01003C0662M, COMMUNITY NUMBER 015000, PANEL NUMBER 0662, SUFFIX M, MAP REVISED DATE APRIL 19, 2079 GENERAL NOTES: 1. THERE IS DEDICATED HEREWITH A 15 FOOT UTILITY EASEMENT ON ALL LOT LINES A ND CO/.Nv\ON AREAS ADJACENT TOTHERIGHTS-OF-WAY ANDA 15 FOOT UTILITY EASEMENT ON ALL SIDE A ND REAR LOT UNES (7.5FOOT EACH SIDE F SHAREDI UNLESS OHE RWISE NOTED 2. THERE IS A 30' SETBACK FROM WETLANDS WITHIN WHICH THERE IS A 5' NATURAL BUFFER ALONG TI-E UPLAND SIDE OF THE WETLAND LINE. 3. THE ONLY ALLOWED USES OF THE WETLAND BUFFER SHALL BE PER THE CITY OF FAIRHOPE SUBDIVISION REGULATIONS ARTICLE V SECTION F ,( STREAM B 4. THE REQUIRED PERMANENT BUFFER SIGNAGE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE PERMIT. 5. ALL MINIMUM FINISHED FLOOR ELEVATIONS SHA LL BE 15 INCHES ABOVE THE EXISTING HIGHEST GRADE WITHIN THE BUILDING FOOTPRINT. 6. GRINDER PUMPS ARE NOT PERMITTED IN THIS DEVELOPMENT. 7. A WATERCOURSE EASEMENT EXIS'IS ACROSS ALL WETLANDS. 8. THERE IS DEDICATED HEREWITH A 15 FOOT DRA INAGE/UTllTY EASEMENT ON ALL LOT LINES A DJACENT TO ~~L~c:,~iT~r~~Tl~ ~~~ ~E6~~CH SIDE) DRAINA GE/UTILITY EASEMENT ALONG ALL SOE LOT LINES, SITE DATA: ZONING: UNZONED (BALDWIN CO. PLANNING DISTRICT 14) CITY OF FAIRHOPE PLANNING DISTRICT TOTAL ACREAGE: 91.10 ACRES MINIMUM LOT SIZ:E: 3.00 ACRES NUMBER OF LOTS: 25 SMALLEST LOT: 3.00 ACRES SITE DENSITY: 0.28 UNITS/AC LARGEST LOT: 5.94 ACRES (LOT 37) PROPOSED USE: RESIDENTIAL LIN. FT. OF STREETS: 3832 (PUBLIC) REQUIRED SETBACKS FRONT-lOOFEET REAR-50FEET SIDE-25FEET 431.74' UTILITIES WATER SERVICE: CITY OF FAIRHOPE SEWERSERVICE:SEPTIC ELECTRIC SERVICE: RIVIERA UTILITIES TELEPHONE SERVICE: AT&T 'V 'V 'V ------------- Ii I I Ii I~ I: 8 ~ ~ g ~ 1 • : ~ 44 130834 SF 3.00 AC 194.00' 209.00' ~01:00-- ~.i.t~::.i_fil 46 I 130678 SF I 3.00 AC I I ____________ _ N 89'52'09" E 636.00 47 130690 SF 3.00 AC 43 1) ~ 130834 SF "' 8 3.00 AC 8 ~ 42 130918 SF 3.01 AC 49 130700 SF 3.00 AC ~,--------"N-'B"'i~i',1~\c.;1,(.-7"~-------~,. 31 133170 SF 3.06 AC '~ 48 137451 SF 3.16 AC I •• ' ~, 32 ',~~', 132206 SF 1;:;l~II 3.03 AC 33 131026 SF 3.01 AC 247.50' ' ~, ' ~, ' O' lu,~I l~tll 34 ·~'::'.':' ig:e, 131341 SF ' ..;, ~, 3.01 AC ;;:.::,:_::-.:..;..-~ S84"42'17"W 711.72''+ 'V 41 245458 SF 5.63 AC 35 135271 SF 3.11 AC w 37 ~ FST VERANDAS LLC CP V 1507 CAPTAIN ONEAL DR DAPHNE, AL 36526 o5-46-ot~g~60-001.110 LOT62 THE VERANDAS PH 4 V SLIDE2691-C 258791 SF 5.94 AC 'V JURISDICTIONAL WETLANDS SURVEYOR'S NOTES: A LL MEASUREMEN'IS WERE MADE IN A CCORDANCE WITH U.S. STANDA RDS. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMEN'IS, RIGH15-0F-WAY, OR OTHER INSTRUMEN'IS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. HE RE WAS NO ATTEMPT TO DETER MINE THE EXISTENCE. LOCATION. OR EXTENT OF ANY SUB-SURFACE FEATURES. THE LINES REPRESENTING THE CENTERLINE A ND RIGHTS-OF-WAY OF THE STl<'EETS A RE SHOWN FOR VISUA L PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHOWN. 5. BASIS OF BEARINGS FORTHISSURVEYISTHESOUTH RIGHT-OF-WAY OF ALABAMA HIGHWAY 104AS BEING N89"57'32'W ~ S89"57'32"E. BEARl'sGS ARE STATE PLANE GRID COORDINATES ALABAMA WEST ZONE (NAD1983) ALL GPS O~ERVATIONS WERE TAKEN USING REAL TIME ~t.EMATIC GPS VERTICAL DATUM SHOWN HEREON IS RELATED TO NAVD 1\188 SURVEY WAS CONDUCTED FROM SEPTEMBER 3RD TO 11TH, 2020 AND RECORDED IN ELECTRONIC FILES. SURVEYOR'S CERTIFICATE: STATE OF ALA BAMA COUNTY OF BALDWIN WE, DEWBERRY, A FIRM OF LICENSED ENGINEERS AND LA ND SURVEYORS OF DA PHNE, ALABAMA, HEREBY STATE THAT THE ABOVE IS A CORRECT MAP OR PLAT OF THE FOLLOWING DESCRIBED PROPERTY SITUATED IN BALDWIN COUNTY, ALABAMA, TO-WIT: COMMON AREA OF THE ESTATES AT THE VERANDAS PHASE ONE, A S RECORDED AT SLUE ____ PROBATE RECOl<'DS, BALDWIN COUNTY, ALABAMA: A PORTION OF LOT 15 OF THE ESTATES AT TI-E VERANDAS PHASE ONE SUBDfVISION, J,.S RECORDED AT SLIDE-~ PROBATE RECORDS, BA LDWIN COUNTY, A LABAMA, MORE PA RTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT A THE SOUTHWEST CORNER OF LOT 7 OF Tf-E ESTATES AT THE VERANDAS, PHASE ONE, AS RECORDED AT SLIDE ____ , RUN THENCE NORTH 89 DEGREES 52 MINUTES 09SECONDS EAST A DISTANCE OF 1277.74 FEET; THENCE SOUTH 2-4 DEGREES 09 MINUTES 07 SECONDS EAST A DISTANCE OF 116.61, FEET: THENCE SOUTH 61 DEGREES 09 MINUTES 21 SECONDS EAST A DISTANCE OF 91.6'4 FEET; THENCE SOUTH 36 DEGREES 57 MINUTES 4 1 SECONDS EAST A DISTANCE OF 82.49 FEET: THENCE SOUTH 21 DEGREES 52 MINUTES 15 SECONDS EAST A DISTANCE OF 107.16 FEET; THENCE SOUTH 08 DEGREES MMINLrTES 35 SECONDS EAST A DISTANCE OF 122.05 FEET;THENCESOUTH 74 DEGREES 05 MINUTES 57 SECONDS EAST A DISTANCE OF 69, 11 FEET; THENCE SOUTH 02 DEGREES 03 MINUTES 42 SECONDS WEST A DISTANCE OF 128.58 FEET: Tf-ENCE SOUTH 18 DEGREES 04 MINUTES 53 SECONDS EAST A DISTANCE OF 7S.56 FEET: THENCE SOUTH 05 DEGREES 33 MINUTES 59 SECONDS EAST A DISTANCE OF 118.18 FEET: THENCESOL/1H 3" DEGREES 07 MINUTES 4 1 SECONDS EAST A DISTANCE OF 37.78 FEET: THENCE SOUTH 50 DEGREES 03 MINUTES 13 SECONDS EAST A DISTANCE OF 100.98 FEET: THENCE SOUTH 64 DEGREES 39 MINUTES 49 SECONDS EAST A DISTANCE OF 100.0B FEET; THENCE SOUTH 38 DEGREES l-4 MINUTES 55 SECONDS EAST A DISTANCE OF 8S.52 FEET; THENCESOL/1H 26 DEGREES <10 MINLrTES SO SECONDS EAST A DISTANCE OF 350.79 FEET; THENCE SOUTH 57 DEGREES 38 MINUTES 33 SECONDS EAST A DISTANCE OF 85.58 FEET; THENCE SOOTH 39 DEGREES 48 MINUTES 47 SECONDS EAST A DISTANCE OF 31.80 FEET: THENCE SOUTH 38 DEGREES 55 MINUTES 22 SECONDS WEST A DISTANCE OF :20.10 FEET: Tl-ENCE SOLrTH 59 DEGREES 25 MINUTES 27 SECONDS WEST A DISTANCE OF 72.35 FEET; THENCE SOUTH 65 DEGREES 41 MINUTES 18 SECONDS WEST A DISTANCE OF 37.60 FEET; THENCE SOUTH 53 DEGREES 29 MINUTES 23 SECONDS WEST A DISTANCE OF 40.63 FEET; THENCE NORTH 89 DEGREES 16 MINUTES '1.05ECONDS WEST A DISTANCE OF41,2l FEET:THENCE NORTH 56 DEGREES 22 MINUTES 12 SECONDS WEST A DISTANCE OF 39.97 FEET; THENCE NORTH 87 DEGREES 18 MINUTES 15 SECONDS WEST A DISTANCE OF 77.39 FEET: THENCE SOUTH 31 DEGREES 51 MINUTES 07 SECONDS WEST A DISTANCE OF 92:.92:FEET: Tl-ENCE NORTH 89 DEGREES31 MINUTES l2SECONDS WEST A DISTANCE OF 102.84 FEET:THENCESOUTH39 DEGREES 51 MINUTES 43 SECONDS WEST A DISTANCE OF 195.25 FEET; THENCE SOIJTH 66 DEGREES 06 MINUTES 36 SECONDS WEST A DISTANCE OF 128.42 FEET: Tf-ENCE SOUTH 39 DEGREES 07 MINUTES 54SECONDS WEST A DISTANCE OF 112.70 FEET;THENCESOUTH 78 DEGREES 2-4MINUTES SO SECONDS WEST A DISTANCE OF 107.41 FEET:THENCE SOUTH 85 DEGREES 47 MINUTES 22 SECONDS WEST A DISTA NCE OF 136.71 FEET; THENCE SOUTH 84 DEGREES 42 MINLrTES 17 SECONDS WEST A DISTANCE OF 711.72 FEET; THENCE NORTH85 DEGREES 10MINUTES02SECONDS WEST A DISTANCE OF 100.35 FEET: THENCE NORTH 63 DEGREES 38 MINUTES 57 SECONDS WEST A DISTANCE OF 107.78 FEET; THENCE SOUTH 86 DEGREES 24 MINUTES 49 SECONDS WEST A DISTANCE OF 703.08 FEET; THENCE SOUTH 77 DEGREES 33 MINUTES OOSECONDS WEST A DISTANCE OF 39.05 FEET; THENCE NORTH 69 DEGREES OB MINUTES 78 SECONDS WEST A DISTANCE OF 47.24 FEET: H E NCE NORTH 37 DEGREES 51 MINUTES 13 SECONDS WEST A DISTANCE OF 134.41 FEET: THENCE NORTH 68 DEGREES 46 MINUTES 24 SECONDS WEST A DISTANCE OF 38.61 FEET: THENCE NORTH 59 DEGREES 02 MINLrTES lOSECONDS WEST A DISTA NCE OF 53.15 FEET; THENCE NORTH52 DEGREES 29 MINUTES46SECONDS WEST A DISTANCE OF 37.81 FEET: THENCE NORTH 52 DEGREES 29 MINUTES 46 SECONDS WEST A DISTANCE OF 'cn.77 FEET: THENCE NORTH 67 DEGREES 47 MINUTES 47 SECONDS WEST A DISTANCE OF 68.91 FEET; THENCE NORTH 24 DEGREES 26 MINLrTES 39 SECONDS WEST A DISTANCE OF 62.93 FEET: THENCE NORTI--127 DEGREES 53 MINLrTES SO SECONDS WEST A DISTANCE OF 75.14 FEET: THENCE NORTH 38 DEGREES 31 MINUTES 48 SECONDS WEST A DISTANCE OF 89.88 FEET: THENCE NORTH 60 DEGREES 19 MINUTES 24 SECONDS WEST A DISTANCE OF 37 .28 FEET: THENCE NORTH 60 DEGREES 19 MINLrTES 24 SECONDS WEST A DISTANCE OF 9.48 FEET: THENCE NORTH 45 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 68.13 FEET: THENCE NORTH 40 DEGREES 01 MINUTES SO SECONDS WEST A DISTANCE OF B.5.03 FEET: THENCE NORTH 30 DEGREES 48 MINUTES 57 SECONDS WEST A DISTANCE OF 86.42 FEET: THENCE NORTH 22 DEGREES SO MINLrTES 00 SECONDS WEST A DISTANCE OF 53.69 FEET; THENCE NORTH 01 DEGREES 30 MINUTES 26SECONDS WEST A DISTANCE OF 49.50 FEET; THENCE NORTH 12 DEGREES '1.0 MINUTES 20 SECONDS WEST A DISTANCE OF 4.78 FEET: THENCE NORTH 12 DEGREES 20 MINUTES 20 SECONDS WEST A DISTANCE OF 80.53 FEET: THENCE NORTH 02 DEGREES 23 MINLrTES 09 SECONDS EAST A DISTA NCE OF 62.55 FEET: THENCE NORTH 03 DEGR EES 48 MINUTES SO SECONDS WEST A DISTANCE OF 58.72 FEET: THENCE NORTH 02 DEGREES -43 MINUTES 3" SECONDS WEST A DISTANCE OF Sl.69 FEET: THENCE NORTH 02 DEGREES 43 MINUTES 3" SECONDS WEST A DISTANCE OF 30.44 FEET: THENCE NORTH 17 DEGREES 35 MINLrTES 32 SECONDS EAST A DISTANCE Of 56.00 FEET: THENCE NORTH 14 DEGREES 37 MINUTES 15SECONDS EAST A DISTANCE OF 61.90 FEET; THENCE NORTH 00 DEGREES 39 MINUTES 58 SECONDS WEST A DISTANCE OF 86.40 FEET; THENCE NORTH 89 DEGREES 52 MINUTES 09 SECONDS EAST A DISTANCE OF 562.26 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 14SECONDS WEST A DISTANCE OF 50.00 FEET; THENCE SOOTH B9 DEGREES 52 MINUTES 09 SECONDS WEST A DISTANCE OF 567.06 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 135.00 FEET, AN A RC DISTANCE OF 32.75 FEET (CHORD BEARS SOUTH 82 DEGREES 55 MINUTES 10 SECONDS EST, A DISTANCE OF 32.67 FEET): THENCE NORTH 10 DEGREES 12 MINUTES 40 SECONDS EAST A DISTANCE OF S07.26 FEET; THENCE NORTH 89 DEGREES 52 MINUTES 09 SECONDS EAST A DISTANCE OF 533.42 FEET; THENCE NORTH 09 DEGREES 56 MINUTES 46 SECONDS EAST A DISTANCE OF 49.93 FEET: H E NCE NORTH 00 DEGREES 06 MINUTES 06 SECONDS WEST A DISTA NCE OF 737 .00 FEET TO THE POINT OF BEGINNING; TRACT CONTA INS 91.l O ACRES, MORE OR LESS, AND LES ts SECTION 11, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY AND Dl<'AWt.G HAVE BEEN COMPLETED IN ACCORDANCE WITH TI-E CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY (N0WLEDGE, INF0RMATION, A ND BELE F VICTOR L. GERMAIN AL. P.LS. No. 38473 SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. LEGEND: CRS • = CAPPED IRON PIN SET CMF n = CONCRETE MONUMENT FOUND CRF () = CAPPED IRON PIN FOUND ALOOT = ALABAMA DEPARTMENT OF TRANSPORTATION BSL = BUILDING SETBACK LINE DE = DEWBERRY ENGINEERS (5/S"CRFCA-7109-LS) EDS = ENGINEERING DEVELOPMENT SERVICES FST = FAIRHOPE SINGLE TAX HWY = HIGHWAY INS = INSTRUMENT POT = POINT OF TANGENT RP =REALPROPERT'r'BOOK R/W • RIGHT-OF-WAY B.S.L. = BUILDING SETBACK: LINE = WETLAND BUFFER SIGN (94 TOTAL) ENGINEER/SURVEYOR: DEWBERl<'Y 25353 FRIENDSHIP ROAD, DAPHNE. ALABAMA36526 VICTOR L GERMAIN, PLS UC. NO. 38473 JUSTINM.BRITT,PELIC.N0.38943 OWNER/LEASEHOLDER: 1--~~; =1 i ':ii I CURVE DATA: C1 219.49 175.00 C2 101.42 110,00 CJ 101.-42 110,00 C4 150.34 135.00 C5 67.57 135.00 C6 172.43 110.00 C7 39.27 25.00 ca 39.27 25.oo C9 39.27 25.00 C10 54.98 35.00' C11 33.03 135,00 C 12 72.69 135.00 C13 61.33 135.00 C14 4.3,91 135.00 C15 133.24 85.00 C16 39,27 25.00 C17 39,27 25,00 C18 16,00 160,00 C19 64,09 160.00 C20 55.47 160,00 C21 115.66 160.00 C22 7.05 160.00 C23 52,80 135.00 C24 71,67 135,00 C25 88,38 135,00 C26 36,09 135.00 C27 101.00 200.00 C28 103.07 200.00 C29 46.78 200.00 C30 50.47 160.00 C.31 150.21 160,00 C32 78.37 85.00 C.33 78,37 85.00 CJ4 122.50 110.00 LINE DATA: Vicinity Map 1 Inch = 1 Mile FAIRHOPE SINGLE TAX CORP. I OWNER) 336FAIRHOPEAVENUE FA IRHQf'E,AL36532 PPIN64685 PARCELN0.05--46--01-ll-0-(XX}..(X)l.503 LEASEHOLDER i:i~~~~~ J.~CJLL~~~?DER) THE ESTATES AT THE VERANDAS, PHASE 2 DAPHNE, ALABAMA 3652!, 0 400 600 -------- (A RESUBDIVISION OF COMMON AREA AND LOT 15 OF THE ESTATES AT THE VERANDAS PHASE 1) DECEMBER 21, 2021 -SHEET 1 OF 1 FINAL PLAT BOUNDARY SURVEY AND PLAT OF SUBDIVISION DESIGN CKH DRAWN CKH CHKD. MAC ENG JMB SURVEYOR VLG PR0J MGR JMB W Dewberry· SCALE 1 "= 150' PR0J, N0,50131350 25353 Friendship Road Daphne, AL 36526 FILE FINAL PLAT PH2 251.990.9950 fax251.990-9910 SHEET 1 of 1 A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTB1NOTESJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTxxxAS BUILT 12/20/2021--I I I I GENERAL NOTES ROADWAY 1. TEMPORARY BENCHMARKS HAVE BEEN ESTABLISHED ON THIS PROPERTY WHICH SHOULD BE USED BY THE CONTRACTOR DURING CONSTRUCTION. DESCRIPTIONS OF THE BENCHMARKS CAN BE FOUND IN THESE PLANS. 2. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, DRAINAGE EASMENTS, AND DETENTION PONDS. OTHER CLEARING REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. 3. THE ENGINEER SHALL PERFORM CONSTRUCTION STAKING FOR THIS PROJECT WHICH INCLUDES CENTERLINE STAKING, CURVE P.C.s AND P. T.s, AND TEMPORARY FRONT LOT CORNERS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAINING STAKING THROUGHOUT CONSTRUCTION. RESTAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. PAYMENT FOR ROADBED PROCESSING WILL BE MADE ONLY WHERE ROADWAY IS IN A CUT SECTION WHERE UNDERCUTTING IS NOT REQUIRED. 5. UNDER DRAINS SHALL BE INSTALLED AT LOCATIONS IDENTIFIED BY THE SOILS ENGINEER. 6. DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT DEPENDING ON FINAL GRADING AND SLOPES. 7. ALL UNDERGROUND UTILITIES AND DRAINAGE STRUCTURES SHALL BE INSTALLED PRIOR TO CURB AND BASE CONSTRUCTION. 8. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SPOT ELEVATIONS SHOWN IN THE PLANS REPRESENT EDGE OF ASPHALT ELEVATIONS UNLESS NOTED OTHERWISE. 10. THE CONTRACTOR SHALL ADJUST ALL VALVE BOX AND MANHOLE CASTINGS TO MATCH FINAL SURFACE ELEVATIONS. 11. THE SUB-BASE AND BASE SHALL BE TESTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND APPROVED PRIOR TO LA YING ASPHALT. 12. ALL CURBING SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS PRIOR TO THE LAYING OF THE ASPHALT. 13. CLEARING LIMITS AT THE ENTRANCE OF THE PROJECT WILL BE FLAGGED, THE CONTRACTOR SHALL CONTACT THE DEVELOPER PRIOR TO CLEARING THE ENTRANCE. 14. THE CONTRACTOR SHALL HAVE COPIES OF THE FOLLOWING PUBLICATIONS FOR REFERENCE. STATE OF ALABAMA HIGHWAY DEPARTMENT, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, MOST CURRENT EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), PART VI 15. ALL SIGNAGE SHALL BE INSTALLED ACCORDING TO THE FOLLOWING MINIMUM STANDARDS: STOP SIGN-HIGH INTENSITY R1-1 SIGN 36" (DIAMOND GRADE REFLECTIVE SIGN) POST FOR STOP SIGN -12' 2-3/8" ROUND POSTS (GALVENIZED) STREET NAME SIGN -9" EXTRUDED BLADE, HIGH INTENSITY, W/6" CAPITAL LETTERS & 5" LOWERCASE ON GREEN BACKGROUND 16. EXISTING TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE AT LOCATIONS APPROVED BY THE ENGINEER/OWNER. PAYMENT FOR STRIPPING TOPSOIL IS MADE UNDER UNCLASSIFIED EXCAVATION. FOLLOWING ROADWAY CONSTRUCTION, THE TOPSOIL SHALL BE TAKEN FROM STOCKPILES AND SPREAD OVER THE DISTURBED AREAS OF THE PROJECT. THE FINISHED GRADE OF THE TOPSOIL SHALL MATCH THE FINISHED GRADES SHOWN IN THESE PLANS. PAYMENT FOR SPREADING THE TOPSOIL SHALL BE MADE UNDER TOPSOIL FROM STOCKPILES. ANY REMAINING STOCKPILED TOPSOIL SHALL BE WASTED ON SITE. NO ADDITIONAL PAYMENT WILL BE MADE TO WASTE THE REMAINING TOPSOIL. 17. CONTRACTOR SHALL CONTACT BALDWIN COUNTY HIGHWAY DEPARTMENT FOR BENCHMARK INSPECTIONS. NO RED SOIL/CLAY WITHIN 100' OF WETLAND BUFFER AS PER CITY OF FAIRHOPE RED SOIL/CLAY ORDINANCE. UTILITIES 1. THE LOCATION OF THE UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. NOTIFICATION SHOULD BE GIVEN AT LEAST 24 HOURS PRIOR TO APPROACHING THE AFFECTED UTILITY. 3. ALL WATER MAINS SHALL BE OF A PIPE CLASS APPROVED BY THE UTILITY OWNER. 4. WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER THE PROPOSED PAVEMENT. 5. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY BEFORE ATTEMPTING TO TAP THE LINE. 6. UTILITY COMPANIES POWER WATER SEWER TELEPHONE GAS -RIVIERA UTILITIES -CITY OF FAIRHOPE -SEPTIC -AT&T -CITY OF FAIRHOPE 7. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO SERVE ISLANDS WITH IRRIGATION. 8. ALL PVC PIPE SHALL BE MARKED USING A 12 GAUGE COATED COPPER WIRE BURIED BETWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE PIPE. 9. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 10. UTILITIES SHALL BE A MINIMUM OF 30" UNDER SHOULDER, 36" UNER BOTTOM OF DITCH, AND 48" UNDER ROAD. EROSION AND SEDIMENT CONTROL NOTES 1. ALL BUILDING AND CONSTRUCTION RUNOFF SHALL BE DIRECTED TO THE DETENTION AND SEDIMENTATION CONTROL DEVICES WHERE EVER POSSIBLE. 2. PHASE 1: SEDIMENT CONTROL DEVICE & WETLAND BUFFER SIGN INSTALLATION PHASE 2: DETENTION POND INSTALLATION PHASE 3: LAND CLEARING (OTHER THAN FOR SEDIMENT CONTROL AND DETENTION POND) 3. THE CONTRACTOR SHALL CLEAR OUT ACCUMULATED SILT IN THE DETENTION AREAS AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED. 4. ALL DISTURBED AREAS NOT PAVED ARE TO BE STABILIZED WITH 2" TOPSOIL, SEEDING, FERTILIZING, AND MULCHING OR SOD AS SOON AS POSSIBLE. 5. SILT FENCE SHALL BE PLACED ON THE DOWNSTREAM SIDE OF ANY DISTURBED AREA WHERE SEDIMENT COULD POTENTIALLY BE CARRIED FROM THE SITE. 6. HAY BALES SHALL BE USED AT LOCATIONS OF SHALLOW CONCENTRATED FLOW TO TRAP SEDIMENT. THE INLETS TO ALL DRAINAGE STRUCTURES SHOULD BE PROTECTED BY HAY BALES STAKED IN ACCORDANCE WITH THE ATTACHED DETAIL. 7. THE OUTSIDE LIMITS OF THE WETLAND BUFFER MUST BE CLEARLY MARKED ON-SITE WITH PERMANENT SIGNS PLACED EVERY 100 FEET PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL PROVIDE A FINAL AS-BUILT COORDINATE TEXT FILE BASED ON CONTROL POINTS PROVIDED BY PREBLE-RISH, LLC. THE FILE SHALL INCLUDE THE FOLLOWING INFORMATION: STATE PLANE COORDINATES OF ALL SURFACE STRUCTURES RELATING TO STORM DRAINAGE, WATER & SANITARY SEWER SYSTEMS. TOP/THROAT/RIM ELEVATIONS OF ALL STORM DRAINAGE & SANITARY SEWER STRUCTURES. INVERT ELEVATIONS OF ALL STORM DRAINAGE STRUCTURES & PIPES & SANITARY SEWER STRUCTURES & PIPES. I Dewberry· -- xA54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTB2TYPICALDETAILSJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTAS BUILT 12/20/2021SMOOTH & EVEN JOINT SAWCUT WHERE NECESSARY (SUBSIDARY OBLIGATION OF WEARING SURFACE LAYER) EXISTING ASPHALT EXISTING BASE BUTT JOINT DETAIL TYPICAL ROADWAY SECTION EDGE OF PAVEMENT ROADWAY STRUCTIJRE DESCRIPTION 1. 424-A SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 3/4" MAX AGGREGATE SIZE MIX, ESAL RANGE B (220 LB/SY) 2. 401-A BITUMINOUS TIREATMENT TYPE "A" (0.25 GAL/SY) 3. 301-A SAND/CLAY BASE MATERIAL 4" THICK, UPPER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD "A".* 4. 301-A SAND/CLAY BASE MATERIAL 4" THICK, LOWER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD "A".* 5. 18" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO T-99) AS DIRECTED BY THE ENGINEER. 6. STIRIP EXISTING TOPSOIL, THICKNESS VARIES 7. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 8. 6" PERFORATED UNDERDRAIN PIPE W/ SOCK (AS DIRECTED BY THE GEOTECHNICAL ENGINEER). SEE DETAIL. '301-B CRUSHED AGGREGATE BASE COURSE (LIMESTONE) TYPE "B" MINIMUM 6 INCH COMPACTED THICKNESS, (IF USED DELETE 401-A TIREATMENT) MAY BE USED IN PLACE OF THE TWO LAYERS OF SAND/CLAY BASE MATERIAL. I Dewberry· CERTIFICATE OF LEASEHOLD OWNERSHIP WE, HE UNDERSIGNED, THE VERANDAS LLC, AS PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TOBE KNOWN AS THE RESUDf\llSION OF LOT 15 OF THE ESTATES AT Tl-IE VERANDAS PHASE ONE SUBDIVISION, BALDWIN COUNTY, ALABAMA, AND THAT THE STREEl5 AND EASEMENTS, AS SHOWN ON SAID PLAT, ARE HEREBY DEDICAlED TO THE USE OF THE PIJBLIC CERTIFICATE OF NOTARY PUBLIC: STATE QF ALABAMA COUNTY OF BALDWIN ,, ___ NOTARY PUBLIC IN AND FOR SAU COUNTY, INSAID STATE, 1-EREBYCERTIFY THAT===="'WHOSE NAME AS OF THE VERANDAS LLC AS OWNER Of TI-ELANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, AC~NOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND AS SUCH LEASEHOLD OWNER AND WITH FULL AUTHORITY, EXECUTED HIE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE OF _____ ~ MORTGAGEE'S ACCEPTANCE: INWITNESSWHEREOF, ____ OFBAYAREADEVELOPERS,LLC,THEOWNERSOF THE MORTGAGE ON THE ATTACHED DESCRIBED PROPERTY HAS CAUSED THIS INSTRUMENT TO BE EXECUTED BYTHE UNDERSIGNED OFFICERS THEREUNTO DULY AUTHORIZED ON THIS THE DAYOF ___ a,~, CERTIFICATION BY NOTARY PUBLIC: NOTARY PUBLIC IN AND FOR THE COUNTY OF ___ INTHE STATE OF_~ HEREBYCERTIFYTI-,AT WHOSENAMEAS ___ OFBAYAREADEVELOPERS LLC LS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED WORE ME ON TI-,IS DAY Tl--11\T, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND AS SUCH OFFICER AND Will-, FULL AUTHORITY, EXECUTED TI-,E SAME VOLUNTARILY FOR AND AS Tl-IE ACT OF SAU CORPORATION. GIVEN UNDER MY HAND AND NOTORIALSEAL THIS_DAY OF ____ Sl_ ~ ~ N::C '11 §i~ ij ~,ffia8 ~tt!~~~ ~~~D..!-~~g ~ ~ ~ : I Ni ~ I,~ §!g~ g ~' i~~a§ "• ~~Ui ~~p ' z 9 <_~~_,g ~~~~<;> ~~ic:~ ~ 0 ~ 12 :::;: g FST 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE, AL 36532 PARCEL 05-46-01-11-0-000-001.525 ~-~ g ~~~~~ FUTURE PHASE 3 ~ooz,.-,9 ~~~~;;= mO~uJO ~~~f* u.wu<e:g c~ciil ~ ~ I I \ I \ CERTIFICATE OF NOTARY PUBLIC: STA TE Of ALABAMA. COJNIT OF BALDWIN ''---~ NOTARY PUBLIC IN AND FORSAIJ COUNTY, IN SAID STATE, HEnBYCERTFY THAT ____ ~ASPRESIDENT,AND _____ ~ASSECRETARY,OF FAIRHOPE SINGLE TAX CORPORAOON, AN ALABAMA CORPORATION, AS OWNER OF THE LANDS PLATTED HEREON IS Sk3NED TO THE FOREGOING INSTRUMENT, AND WHO ARE KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN THEIR CAPACITY AS SUCH OWNER AND WITH RJLL AUTf-lORITY, EXECUTED TI-IE SAME VOLUNTARILY Ce ______ , CERTIFICATE OF OWNERSHIP WE. FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION. HEREBY STATE Tl-lAT WE ARE TI-,E OWNERS OF THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE ALL ROADS, STREEIS, ALLEYWAYS AND EASEMENTS SHOWN ON Tl-,IS PLAT TO Tf-E PUBLIC. WE ___ ASO ____ WHOSENA/IAESASPRESIDENTANDSECRETARYHAVE CAUSED TI-,E SAME TO BE SURVEYED AND SUBDIVIDED AS NDICATED HEREON, FOR TI-,E USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER TI-,E DESIGNANDTITLEHEREONINDICATED DAYOF ___ _ FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION "'~' -----------ASl'IS:PRESIDENT e,, __________ _ ASl'IS:SECRETARY ENGINEER'S CERTIFICATE: I, THE UNDERSIGNED, A REGISTERED ENGINEER IN Tl-IE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER 38943, HEREBY CERTIFY TI-,AT I HAVE DESIGNED Tl-IE WITHl's IMPROVEMENTS IN CONFORMITY Will-, APPLICABLE CODES AND LAWS AND Will-, THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF HE WITHIN IMPROVEMEN'IS, TI-,ATTHE SAME CONFORMS TO MY DESIGN, THAT THE WITHIN IS A TRUE AND ACCURATE REPRESENTATION OF IMPROVEMENTS AS INSTALLED AND TI-,AT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY TI-,E CITY OF FAIRHOPE, ALABAMA. POINT OF BEGINNING THE SOUTHWEST CORNER OF LOT 7 OF THE ESTATES AT THE VERANDAS, PHASE ONE 6 } ~~~~~~~~~~ 1 15 142587 SF 3.27 AC ------N 89"52'09" E 143779 SF 3.30 AC 27 137530 SF 3.16 AC 28 133659 SF 3.07 AC L.--------------~ CERTIFICATE OF APPROVAL BY THE E-911 ADDRESSING: THE UNDERSIGNED, AS AUTHORIZED BY BALDWIN COUNTY E-91 l BOARD. HEREBY APPROVES THE ROAD NAMES AS DEPICTED ON THE WITHIN PLAT AND HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME J-. lHE PROBATEDOFFICEOFBALDWINCOUNTY.ALABAMA, THIS DAY OF ~20~ CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES:[ELECTRIC) TI-,E UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES HEREBY APPROVES THE WITHIN PLAT FDR THE RECORDING OF SAMEINTHEPROBATEOFFICEOFBALDWINCOUNTY,ALABAMA,THIS_DAYOF __ ~a,_, CERTIFICATE OF APPROVAL BY AT&T:[TELEPHONE) THE UNDERSIGNED, AS AUTHORIZED BY AT&T f-EREBY APPROVES THE WITI-,IN PLAT FOR TI-,E RECORDING OF SAME t. THEPROBATEOFFICEOFBALDWINCOUNTY.ALABAMA.THIS_DAYOF ___ ,o_ CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING COMMISSION THIS PLAT HAS BEEN SUBMITTED TO AND CONSDERED BY THE CITY PLANNING COM.MISSION OF FAIRHOPE, ALABAMA., AND IS APPROVED BY SUCH COMMISSION CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES [WATER): THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN lHE PROBATE OFFICE OF BALDWIN COUNT'!", ALABAMA. THIS_ DAY OF __ _ "'-' CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER TI-,E UNDERSIGNED, AS COUNTY ENGINEER OF BALDWIN COUNTY, ALABM\A. HEREBY APPROVES THE WITHIN PLAT FOR lHE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN CO UNIT, ALABAMA. DATEDTHIS__JJAYOF ____ ,o_ 7 N 89"52'09M E 1277.74' 219.00' 209.00 209.00 14 CERTIFICATE OF APPROVAL BY BALDWIN COUNTY HEALTH DEPARTMENT: TfE LOTIS) ON Tl-,IS PLAT ARE SUBJECT TO APPROVAL OR DELETION BY THE BALDWIN COUNTY LHD. NO REPRESENTATION IS MA.DE lHAT ANY LOT ON THIS PLAT WILL ACCOMMODATE AN ONSITE SEWAGE SYSTEM [OSS). TI-,E APPROPRIATENESS OF A LOT FOR WASTEWATER !SEWAGE) TREATMENT AND DISPOSAL SHALL BE DETERMINED WHEN AN APPLICATION IS SUBMITTED. IF PERMITTED, Tl-IE LOT APPROVALMAYCONTAIN CERTAIN CONDmONS WHICH RESlRICTTHE USE OF THE LOT OR OBLIGAlE OWNERS TO SPECIAL MAINTENANCE AND REPORTING REQUIREMEN'IS, AND THESE ARE ON FILE WITH THE SAID HEALTI-, DEPARTMENT AND ARE MADE A PART OF Tl-,IS PLAT AS IF SET OUT HERE ON, FLOOD CERTIFICATE: THIS PROPERTY LIES WITHIN ZONE "X" (UNSHADED) AS SCALED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER Ol003C0661M. COMMUNITY NUMBER 075000, PANEL NUMBER 0661, SUFFIXM, MAP REVISED DATE APRIL 19, 2019 AND MAP NUMBER 01003C0662M, COMMUNITY NUMBER 015000, PANEL NUMBER 0662, SUFFIX M, MAP REVISED DATE APRIL 19, 2019 GENERAL NOTES: 1. THERE IS DEDICATED HEREWITH A 15 FOOT UTILITY EASEMENT ON ALL LOT LINES AND COMMON AREAS ADJACENT TOTI-IE RIGHTS-OF-WAY ANDA 15 FCXJT UTILITY EASEMENT ON ALL SIDE AND REAR LOT LINES (7.5FOOT EACH SIDE F SHAREDI UNLESS OTf-ERWISE NOTED 2. THERE IS A 30' SETBACK F~OM WETLANDS WITHIN WHICH THERE IS A 5' NATURAL E!UFFER ALONG TI-E UPLAND SIDE OF THE WETLAND LINE. 3. THE ONLY ALLOWED USES OF THE WETLAND BUFFER SHALL BE PER THE CITY OF FAIRHOPE SUBDIVISION REGULATIONS A~TICLE V SECTION F ,( SlREAM B 4. THE REQUIRED PERMANENT BUFFER SIGNAGE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE PERMIT. 5. ALL MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE 15 INCHES ABOVE THE EXISTING HIGHEST GRADE WITI-,IN TI-,E BUILDING FOOTPRINT. 6. GRINDER PUMPS ARE NOT PERMITTED IN THIS DEVELOPMENT. 7. A WATERCOURSE EASEMENT EXIS'IS ACROSS ALL WETlANDS. 8. THERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE/UTllTY EASEMENT ON ALL LOT LINES ADJACENT TO ~~L:fc:,~iT~r~~Tl~ ~~~ ~E6~~CH SIDE) DRAINAGE/UTILITY EASEMENT ALONG ALL SUE LOT LINES, SITE DATA: ZONING: UNZONED (BALDWIN CO. PLANNING DISTRICT 14) CITY OF FAIRHOPE PLANNING DISTRICT TOTAL ACREAGE: 91.10 ACRES MINIMUM LOT SIZ:E: 3.00 ACRES NUMBER OF LOTS: 25 SMALLEST LOT: 3.00 ACRES SITE DENSITY: 0.28 UNITS/AC LARGEST LOT: 5.94 ACRES (LOT 37) PROPOSED USE: RESIDENTIAL LIN. FT. OF STREETS: 3832 (PUBLIC) REQUIRED SETBACKS FRONT-100FEET REAR-SO FEET SIDE-25FEET 431.74' UTILITIES WATER SERVICE: CITY OF FAIRHOPE SEWERSERVICE:SEPTIC ELECTRIC SERVICE: RIVIERA UTILITIES TELEPHONE SERVICE: AT&T w w •,v -------------Ii I I Ii I~ I: 8 ~ ~ g ~ 1 • : ~ 44 130834 SF 3.00 AC 194.00' 209.00' ~01:00--~-:t~~:,,i_fi I 46 I 130678 SF I 3.00 AC I I ____________ _ N 89'52'09~ E 636.00 47 130690 SF 3.00 AC 43 1) ~ 130834 SF "' 8 3.00 AC 8 ~ 42 130918 SF 3.01 AC 49 130700 SF 3.00 AC ~,--------"N-'B"'i~i',1~\c.;1,(.-7"~-------~,. '~ 48 137451 SF 3.16 AC I •• ' ~, 32 ',~~', 132206 SF 1;:;l~II 3.03 AC 33 131026 SF 3.01 AC 247.50' ' ~, ' ~, 1uiZ' lu,~I 1itll 34 ,~'::j' 1'6:e"1 131341 SF ' ..;, ~, 3.01 AC ;;:.::.:_.::·.:..;..·~ S84"42'17"W 711.72''+ w 41 245458 SF 5.63 AC 35 135271 SF 3.11 AC w 37 ~ FST VERANDAS LLC CP V 1507 CAPTAIN ONEAL DR DAPHNE, AL 36526 o5-46-ot~g~60-001.110 LOT62 THE VERANDAS PH 4 V SLIDE2691-C 258791 SF 5.94 AC w JURISDICTIONAL WETLANDS SURVEYOR'S NOTES: ALL MEASUREMEN'IS WERE MADE IN ACCORDANCE WITH U.S. STANDARDS. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHTS-OF-WAY, OR OTI-,ER INSTRUMEN'IS WHICH COULD AFFECT THE BOUNDARIES Of SAID PROPERTIES. HERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE. LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. THE LINES REPRESENTING THE CENTERLINE AND RIGH'IS-OF-WAY OF TI-,E STREETS ARE SHOWN FOR VISUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHOWN. 5. BASIS OF BEARINGS FORTHISSURYEYISTI-,ESOUTI-, RIGHT-OF-WAY OF ALABAMA HIGHWAY 104AS BEING N89"57'32'W ~ S89"57'32"E. BEARl'sGS ARE STAlE PLANE GRID COORDINATES ALABAMA WEST ZONE (NAD1983) ALL GPS O~ERVATIONS WERE TAKEN USING REAL TIME ~!NEMATIC GPS VERTICAL DATUM SHOWN HEREON IS RELATED TO NAVO 1\188 SURVEY W>:5 CONDUClED FROM SEPTEMBER 3RD TO I lTI-1, 2020 AND RECORDED IN ELEClRONIC FILES. SURVEYOR'S CERTIFICATE: STATE OF ALABAMA COUNTY OF BALDWIN WE, DEWBE~RY, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF DAPHNE. ALABAMA, HEREBY STAlE THAT THE ABOVE IS A CORRECT MAP OR PLAT OF THE FOLLOWING DESCRIBED PROPERTY SITUATED IN BALDWIN COUNTY, ALABAMA, TO-WIT: COMMON AREA OF THE ESTATES AT THE VERANDAS PHASE ONE, AS RECORDED AT SLIDE ____ PROBATE RECORDS, BALDWIN COUNTY, ALABAMA: A PORTION OF LOT 15 OF TI-,E ESTATES AT TI-E VERANDAS PHASE ONE SUBDNISION, J,,S RECORDED AT SLIDE-~ PROBATE RECORDS, BALDWIN COUNTY, ALABAMA, MORE PARTICULARLY DESCRll'.ED AS FOLLOWS BEGINNING AT A TI-,E SOUTHWEST CORNER OF LOT 7 OF Tf-E ESTATES AT THE VERANDAS. PHASE ONE, AS RECORDED AT SLIDE ____ , RUN TI-,ENCE NORTH 89 DEGREES 52 MINUTES 09SECONDS EAST A DISTANCE OF 1277.74 FEET: TI-,ENCE SOUTH 24 DEGREES 09 MINUTES 01 SECONDS EAST A DISTANCE OF 116.66 FEET: THENCE SOUTI-, 61 DEGREES 09 MINUTES 21 SECONDS EAST A DISTANCE OF 91.6-4 FEET; THENCE SOUTH 36 DEGREES 57 MINUlES -41 SECONDS EAST A DISTANCE OF 82.-49 FEET: THENCE SOUTH 21 DEGREES 52 MINUTES 15 SECONDS EAST A DISTANCE OF 107.16 FEET; THENCESOUTI-, 08 DEGREES MMINUTES 35 SECONDS EAST A DISTANCE OF 122.05 FEET;TI-,ENCESOU1H 14 DEGREES 05 MINUTES 57 SECONDS EAST A DISTANCE OF 69. l 1 FEET; THENCE SOUTH 02 DEGREES 03 MINUTES -42 SECONDS WEST A DISTANCE OF 128.58 FEET: Tf-ENCE SOUTH 18 DEGREES 0-4 MINUTES 53 SECONDS EAST A DISTANCE OF 75.S6 FEET: THENCE SOUTI-1 OS DEGREES 33 MINUTES 59 SECONDS EAST A DISTANCE OF 118.18 FEET: THENCE SOUTH 3" DEGREES 07 MINUTES -41 SECONDS EAST A DISTANCE OF 37.78 FEET: THENCE SOUTH 50 DEGREES 03 MINUTES 13 SECONDS EAST A DISTANCE OF 100.98 FEET: THENCE SOUTH 6,,1 DEGREES 39 MINUTES ,i9 SECONDS EAST A DISTANCE OF 100.0B FEET; THENCE SOUTH 38 DEGREES 14 MINUTES 55 SECONDS EAST A DISTANCE OF 8S.52 FEET; THENCE SOUTH 26 DEGREES ,iQ MINUTES 50 SECONDS EAST A DISTANCE OF 350.1'9 FEET; TI-,ENCE SOUTI-, 57 DEGREES 38 MINUTES 33 SECONDS EAST A DISTANCE OF 85.58 FEET; THENCE SOUTH 39 DEGREES 48 MINUTES -47 SECONDS EAST A DISTANCE OF 31.80 FEET: TI-,ENCE SOUTI-, 38 DEGREES 55 MINUTES 22 SECONDS WEST A DISTANCE OF 20.10 FEET: MNCE SOUTH 59 DEGREES 25 MINUTES 27SECONDS WEST A DISTANCE OF 72.35 FEET;TI-,ENCESOUTH 65 DEGREES41 MINUTES 18 SECONDS WEST A DISTANCE OF 37.60 FEET; THENCE SOUTH 53 DEGREES 29 MINUTES 23 SECONDS WEST A DISTANCE OF <I0.63 FEET: TI-,ENCE NORTH 89 DEGREES 16 MINUTES 205ECONDS WEST A DISTANCE OF<il,21 FEET:THENCE NORTH 56 DEGREES 22 MINUTES 12 SECONDS WEST A DISTANCE OF 39.97 FEET; TI-,ENCE NORTH 87 DEGREES 18 MINUTES 15 SECONDS WEST A DISTANCE OF 77.39 FEET: THENCE SOUTH 31 DEGREES 51 MINUTES 07 SECONDS WEST A DISTANCE OF 92.92FEET: TH:NCENORTH 89 DEGREES31 MINUlES l2SECONDS WEST A DISTANCE OF 102.8-4 FEET:THENCESOUTH39 DEGREES 51 MINUTES 43 SECONDS WEST A DISTANCE OF 195.25 FEET; TI-,ENCE SOUTH 66 DEGREES 06 MINUTES 36 SECONDS WEST A DISTANCE OF 128.-42 FEET: Tf-ENCE SOUTH 39 DEGREES 07 MINUTES 54SECONDS WEST A DISTANCE OF 112.70 FEET;THENCESOUTH 78 DEGREES 24MINUlES SO SECONDS WEST A DISTANCE OF 107.<il FEET:THENCE SOUTI-, 85 DEGREES 47 MINUTES 22 SECONDS WEST A DISTANCE OF 136.71 FEET; TI-,ENCE SOUTH 84 DEGREES 42 MINUTES 17 SECONDS WEST A DISTANCE OF 711.72 FEET; THENCE NORTH85 DEGREES 10MINUTES02SECONDS WEST A DISTANCE OF 100.35 FEET: THENCE NORTH 63 DEGREES38MINUTES 57SECONDS WEST A DISTANCE OF 107.78 FEET; THENCE SOUTI-, 86 DEGREES 2-4 MINUTES 49 SECONDS WEST A DISTANCE OF 103.08 FEET; THENCE SOUTH 77 DEGREES 33 MINUTES OOSECONDS WEST A DISTANCE OF 39.05 FEET; TI-,ENCE NORTH 69 DEGREES 08 MINUTES 78 SECONDS WEST A DISTANCE OF -47.2,i FEET: Tf-ENCE NORTH 37 DEGREES 51 MINUTES 13 SECONDS WEST A DISTANCE OF 13-4.-41 FEET: THENCE NORTH 68 DEGREES 46 MINUTES 24 SECONDS WEST A DISTANCE OF 38.61 FEET: TI-,ENCE NORTH 59 DEGREES 02 MINUTES IOSECONDS WEST A DISTANCE OF 53.15 FEET; THENCE NORTH52 DEGREES 29 MINUTES46SECONDS WEST A DISTANCE OF 37.81 FEET: THENCE NORTI-, 52 DEGREES 29 MINUTES 46 SECONDS WEST A DISTANCE OF ':n..77 FEET: THENCE NORTH 67 DEGREES-IT MINUTES <!7 SECONDS WEST A DISTANCE OF 68.91 FEET; TI-,ENCE NORTI-, 2-4 DEGREES 26 MINUTES 39 SECONDS WEST A DISTANCE OF 62.93 FEET: THENCE NORTH 27 DEGREES 53 MINUTES SO SECONDS WEST A DISTANCE OF 75.U FEET: THENCE NORTI-, 38 DEGREES 31 MINUTES "8 SECONDS WEST A DISTANCE OF 89.88 FEET: THENCE NORTH 60 DEGREES 19 MINUTES 24 SECONDS WEST A DISTANCE OF 37 .28 FEET: THENCE NORTH 60 DEGREES 19 MINUTES 24SECONDS WEST A DISTANCE OF 9.48 FEET: TI-,ENCE NORTI-, "5 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 68.13 FEET: THENCE NORTI-, 40 DEGREES 01 MINUTES SO SECONDS WEST A DISTANCE OF BS.03 FEET; THENCE NORTH 30 DEGREES 48 MINUTES 57 SECONDS WEST A DISTANCE OF 86.42 FEET: TI-,ENCE NORTH 22 DEGREES SO MINUTES OOSECONDS WEST A DISTANCE OF 53.69 FEET; THENCE NORTH 07 DEGREES 30 MINUTES 26SECONDS WEST A DISTANCE OF 49.50 FEET; THENCE NORTI-, 12 DEGREES 20 MINUTES 20 SECONDS WEST A DISTANCE OF 4.78 FEET: THENCE NORTH 12 DEGREES 20 MINUTES 20 SECONDS WEST A DISTANCE OF 80.53 FEET: TI-,ENCE NORTH 02 DEGREES 23 MINUTES 09 SECONDS EAST A DISTANCE OF 62.55 FEET: THENCE NORTH 03 DEGREES "8 MINUTES SO SECONDS WEST A DISTANCE OF 5B.72 FEET: THENCE NORTI-, 02 DEGREES 43 MINUTES 3" SECONDS WEST A DISTANCE OF 51.69 FEET: THENCE NORTH 02 DEGREES-43 MINUTES 3" SECONDS WEST A DISTANCE OF 30.-4-4 FEET: TI-,ENCE NORTI-, 17 DEGREES 35 MINUTES 32 SECONDS EAST A DISTANCE OF 56.00 FEET: THENCE NORTH U DEGREES 37 MINUTES 15SECONDS EAST A DISTANCE OF 61.90 FEET; THENCE NORTI-, 00 DEGREES 39 MINUTES 58 SECONDS WEST A DISTANCE OF 86.40 FEET: THENCE NORTH 89 DEGREES 52 MINUTES 09 SECONDS EAST A DISTANCE OF 562.26 FEET; THENCE NQRTI-, 00 DEGREES 07 MINUTES USECONDS WEST A DISTANCE OF 50.00 FEET; TI-,ENCE SOUTI-, 89 DEGREES 52 MINUTES 09 SECONDS WEST A DISTANCE OF 567.06 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 135.00 FEET, AN ARC DISTANCE OF 32.75 FEET (CHORD BEARS SOUTI-, 82 DEGREES 55 MINUTES 10 SECONDS EST. A DISTANCE OF 32.67 FEET): THENCE NORTH 10 DEGREES 12 MINUTES -10 SECONDS EAST A DISTANCE OF S07.26 FEET: THENCE NORTH 89 DEGREES 52 MINUTES D9 SECONDS EAST A DISTANCE OF 533.-42 FEET; THENCE NORTH 89 DEGREES 56 MINUTES 46 SECONDS EAST A DISTANCE OF-49.93 FEET: Tf-ENCE NORTH 00 DEGREES 06 MINUTES 06 SECONDS WEST A DISTANCE OF 737 .00 FEET TO THE POINT OF BEGINNING: TRACT CONTAINS 91.10 ACRES, MORE OR LESS, AND LES ts SECTION 11, TOWNSHIP 6 SOUTI-,, RANGE 2 EAST, BALDWIN COUNTY. ALABAMA. I HEREBY CERTIFY TI-,AT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE Will-, T1-E CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STAlE OF ALABAMA TO TI-,E BEST OF MY (N0WLEDGE. INF0RMATION, AND BELIEF VICTOR L. GERMAIN AL. P.L.S. No. 38473 SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. LEGEND: CRS • = CAPPED IRON PIN SET CMF n = CONCRETE MONUMENT FOUND CRF () = CAPPED IRON PIN FOUND ALOOT = ALABAMA DEPARTMENT OF TRANSPORTATION BSL = BUILDING SETBACK LINE DE = DEWBERRY ENGINEERS (5/S"CRFCA-7109-LS) EDS = ENGINEERING DEVELOPMENT SERVICES FST = FAIRHOPE SINGLE TAX HWY = HIGHWAY INS = INSTRUMENT POT = POINT OF TANGENT RP =REALPROPERT'r'BOOK R/W • RIGHT-OF-WAY B.S.L. = BUILDING SETBACK: LINE = WETLAND BUFFER SIGN (94 TOTAL) ENGINEER/SURVEYOR: DEWBERRY 25353 FRIENDSHIP ROAD, DAPHNE, ALABAMA36526 VICTOR L. GERMAIN. PLS UC. NO. 38,i73 JUSTINM.BRITT,PELIC.N0.38943 OWNER/LEASEHOLDER: 1--~, t. ,1 JI ':ii I CURVE DATA: C1 219.49 175.00 C2 101.42 110,00 CJ 101.42 110,00 C4 150.34 135.00 C5 67.57 135.00 C6 172.43 110.00 Cl 39.27 25.00 cs 39.27 25.00 C9 39.27 25.00 C10 54.98 35.00' Cl 1 33.03 135,00 C 12 72.69 135.00 C13 61.33 135.00 C14 43,91 135.00 C15 133.24 85.00 C16 39,27 25.00 C17 .39,27 25,00 C18 16,00 160,00 C19 64,09 160.00 C20 55.47 160,00 C21 115.66 160.00 C22 7.05 160.00 C23 52,80 135.00 C24 71.67 135,00 C25 88,38 135,00 C26 36,09 135.00 C27 101.00 200.00 C28 103.07 200.00 C29 46.78 200.00 C30 50.47 160.00 C.31 150.21 160,00 C.32 78.37 85.00 C33 78,37 85.00 CJ4 122.50 110.00 LINE DATA: Vicinity Map 1 Inch = 1 Mile FAIRHOPE SINGLE TAX CORP. I OWNER) 336FAIRHOPEAVENUE FAIRHOPE,AL36532 PPINM685 PARCELN0.05-46--0l-11-0-COJ--OOl.503 LEASEHOLDER T:i~~~~~ J.~CJLL~~~?DER) THE ESTATES AT THE VERANDAS, PHASE 2 DAPHNE, ALABAMA 36526 0 200 400 600 --------(A RESUBDIVISION OF COMMON AREA AND LOT 15 OF THE ESTATES AT THE VERANDAS PHASE 1) DECEMBER 21, 2021 -SHEET 1 OF 1 FINAL PLAT BOUNDARY SURVEY AND PLAT OF SUBDIVISION DESIGN ENG CKH DRAWN CKH JMB SURVEYOR VLG W Dewberry· 25353 Friendship Road Daphne, AL 36526 251.990.9950 fax251.990-9910 CHKD. MAC PROJ MGR JMB SCALE 1 "= 150' PROJ, N0,50131350 FILE FINAL PLAT PH2 SHEET 1 of 1 0.18 ACC.A. 13(G.S.)WETLANDS(BY OTHERS) x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x xxxx x x x x x x x x x x x x x x x x x x90 951087888991929394969798991808590951001057981828384868788899192939496979899101102103104106107808590 95 100 105 110818283 848687888991 929394 96979899 101102103 104 106 107108109859095100838486878889919293949697989910110285 90 95 100 8283848687888991929394 969798 99 101102 103104808590951001057677787981828384868788899192939496979899101102103104106107GALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDLUCCA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x31 32 33 34 35 37 38 39 40 41 42 43 44 48 15 17 18 19 20 23 24 25 26 28 29 30 21AREA 2COMMON45 6 36 48 16 27 22 10G114746 859095 100 84868788899192939496979899 101A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC1CLEARING &GRUBBING PLANJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTFeet0150300LIMITS OF CLEARING9.82 ACRESWETLAND LINE30' WETLAND BUFFEREXISTING FENCETO BE REMOVEDWETLAND LINE30' WETLAND BUFFERAS BUILT 12/20/2021I Dewberry· -___, ·~""-'i;:"\ • , ' ••• ' ' . . \0 ','," \\ '¥ )'. ·' . ' _,._ . t • \ , . ,,1111,,, :/:,:' ••••••• :~:.--\ ~* *~ _.-: ,, ••. .. . . .. --··· .......... ",,,,,,,.1111\,,,' \ /~--' ~ ' " . :'\ "\ . ' I"'-.._] , • •c,..;. ~· (' :;, ·~\'(1•\ :,.J l '\ ~ \.. I ' • "'··_):J:!J. ~~. ~~·, • • • ' ✓;2/1H •• --✓:-··<.f ' i . . ~ ,., .. -., .., -< _........_.,.,---/ ~/ / /JI ,,... /" ~ ------~, 0 -~ _/----~~ --/ -:::.------~-:.----: -'---/.., ....-::--~ -~-;:;:: -------:::--:::;_----~~=-~'\'-:4---::::::>::-. :5'.'. , y ~~,.::~ -=---------==~--.::=--?~::,:::c::~==:;,-=_y/-;::.-::-/ /,)f , ~~~~ --------------::--=~~::::~-=--:::::::-•-___,~~ ' ~/ ~~--===--~ -~;::_~~~~~~ /4-' ~· ~/ii{~~---~ __.-,r",.......Y-~~--" • ' • ' l~-r1// -· '/-"' / • --' ' ' ' • 11-. :7// ' (' ,. • • ' ' ' ' • --/,; 1/ "-----"""' ,-';; ~ I 1/? ~-~ ~ ~)~~ ___,,j ~ .W '-= ~~/----?'....div'~, ~, /\ ,,--=I 0.18 ACC.A. 13(G.S.)17NAPLETRENTO ST. 50' RWETLANDS(BY OTHERS)WWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW21+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+00 38+00 39+00 40+00 41+00 42+00 43+00 44+0045+0046+0047+0048+0049+0050+0051+0052+0053+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+0069+0070+0071+0072+0073+0074+0075+0076+0076+27 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x10+0011+0012+0013+0014+0015+0015+24GALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDLUCCA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x31 32 33 34 35 37 38 39 40 41 42 43 44 48 15 17 18 19 20 23 24 25 26 28 29 30 21AREA 2COMMON45 7 6 36 48 16 27 22 WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W4746 859095 100 84868788899192939496979899 101A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC3AOVERALL DRAINAGEPLANJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTFeet0150300SEE SHEET C3BAS BUILT 12/20/2021I Dewberry· WWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWW24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+00 38+00 39+00 40+00 41+00 42+00 43+00 44+0045+0046+0047+0048+0049+0050+0051+0052+0053+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00GALLERY BLVDGALLERY BLVDGALLERY BLVD x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x37 38 39 40 41 42 43 44 48 45 36 48 WWW11+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 27+00 27+75 85 90 95 100 848687888991929394 96979899 1014746 A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC3BOVERALL DRAINAGEPLANJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTFeet060120WETLAND LINE30' WETLAND BUFFEROUTFALL PIPE INSTALLED W/ PHASE 1POND 2(INSTALLED WITH PHASE 1)TOP ELEV: 94.00100 YR H.W. 93.00BOTTOM ELEV: 88.00 20 TON CLASS IIRIPRAP W/ FILTER FABRICINSTALLED WITH PHASE 110 TON CLASS IIRIPRAP W/ FILTER FABRICINSTALLED W/ PHASE 110 TON CLASS IIRIPRAP W/ FILTER FABRICINSTALLED W/ PHASE 1EXISTING FENCETO BE REMOVED10 TON CLASS IIRIPRAP W/ FILTER FABRICINSTALLED W/ PHASE 1AS BUILT 12/20/2021' ' ' ' i 1 I , I I I ,. I ; / // I'/ .,/ , I ,/ ·~/>/ ,,,.,,,.....,,....,,....✓ _/ /// ,,,,,.,./'., ___________ ,,.,.,,..,✓ ,,,,.,,. I Dewberry· " "-.. , .////// EASEM~J/,-.,,,------,-----+----------,----+---·-·- WETLANDS(BY OTHERS)WWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xGALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDLUCCA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x31 32 33 34 35 37 38 39 40 41 42 43 44 48 15 17 18 19 20 23 24 25 26 28 29 30 21AREA 2COMMON45 6 36 48 16 27 22 WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W4746 SEE SHEET C4BA54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC4AOVERALL UTILITYPLANJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTFeet0150300AS BUILT 12/20/2021,. . I I I HWY 104 PHASE TWO i PHASE TWO I I ( ... I ···--··········-··--··· -------------------------------------------------·· ------.... -----·· ----------"' • ■• •■• JI • • I+ ll , • I• I I Dewberry· ·-·- WWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWW24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+00 38+00 39+00 40+00 41+00 42+00 43+00 44+0045+0046+0047+0048+0049+0050+0051+0052+0053+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00GALLERY BLVDGALLERY BLVDGALLERY BLVD x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x37 38 39 40 41 42 43 44 48 45 36 48 WWWABCDEFGH4746 A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC4BOVERALL UTILITYPLANJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTFeet060120REMOVED 8" PLUG,TIE TO EXISTING W/PHASE 2 CONSTRUCTIONINSTALLED 8" PVCWATER MAININSTALLED FIRE HYDRANTASSEMBLYINSTALLED 8"x6" M.J. CROSS,8"x6" M.J. REDUCER, &6" M.J. GATE VALVEINSTALLED 40 LF 6" DI WATERMAIN, & 6" M.J. GATE VALVEINSTALLED 40 LF 6" DI WATERMAIN, & 6" M.J. GATE VALVEINSTALLED 6" PVCWATER MAININSTALLED FIRE HYDRANTASSEMBLYINSTALLED FIRE HYDRANTASSEMBLYINSTALLED FIRE HYDRANTASSEMBLYINSTALLED FIRE HYDRANTASSEMBLYINSTALLED FIRE HYDRANTASSEMBLYINSTALLED FIRE HYDRANTASSEMBLYINSTALLED FIRE HYDRANTASSEMBLYINSTALLED 6" PVCWATER MAININSTALLED 6" PVCWATER MAININSTALLED 6" PVCWATER MAINWETLAND LINE30' WETLAND BUFFERINSTALLED WATER SERVICE(TYPICAL)INSTALLED WATER SERVICE(TYPICAL)INSTALLED WATER SERVICE(TYPICAL)3534333231302928271615AS BUILT 12/20/202110' HORSE TRAIL EASEMENT ~ -----, -----------------------L10· HORSE TRAIL _/. I I f--1 O' HORSE TRAIL I EASEMENT EASEMENT 1 O' HORSE TRAIL ------_____ ~s~r_7 ______ - - - - - ------~-----~-----~--~ _____, ___ +--- - - - - - -'-----'--------V 'V 'V 'V "' ~\ \ I Dewberry· \'V 'V 'V \ \ 'V 'V ' ' 'V 'V ' ' 'V ' \'V 'V \ I 'V 'V \/ 'V 'V i 'V 'V I I 'V \ 'V 'V I I 'V 'V 'V 'V 'V 'V 'V 'V WWW28+0061+00 WA31+00BW34+00CDEFWGWWHA54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC4CVALVE DIMENSIONS& GPSCOORDINATESJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTT1:10AS BUILT 12/20/2021I-+----IN LINE WATER VALVE N: 196727.40 E: 1860207.30 21.8'22.8' 19.9' HYDRANT VALVE N: 196728.36 E: 1860209.66 19. 7' IN LINE WATER VALVE N: 196685.67 E: 1860215.06 HYDRANT VALVE N:196375.77 E:1861319.75 I N LI N E WATER VAL VE N:196725.93 E: 1860260.06 L HYDRANT VALVE N: 195986.98 E: 1860660.42 HYDRANT VALVE N: 196448.65 E: 1860212.81 t LVE 8 9.9' HYDRANT VALVE N: 196159.33 E: 1860261.03 HYDRANT VALVE N: 196007.29 E: 1861155.32 HYDRANT VALVE N: 196728.53 E: 1860685. 72 ' -"., ....... ... ',.,, .-·· ,, , .... ... ,,,,,,.1111\' WETLANDS(BY OTHERS)WWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWW x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xGALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDGALLERY BLVDLUCCA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x31 32 33 34 35 37 38 39 40 41 42 43 44 48 15 17 18 19 20 23 24 25 26 28 29 30 21AREA 2COMMON45 6 36 48 16 27 22 WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W4746 A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATENo. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTC5LIGHTING AND SIGNAGEPLANJMBJMBJMBJANUARY 202150131350THE ESTATES AT THE VERANDASPHASE TWOFAIRHOPE, ALABAMATHE VERANDAS, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950No. 38943PROFESSIONALLICENSEDALABAMAEEENGINRIIJUSTNM.BRTTFeet0150300WETLAND LINE30' WETLAND BUFFEREXISTING FENCETO BE REMOVEDWETLAND LINE30' WETLAND BUFFERINSTALLED STOP SIGN &(2) STREET SIGNSINSTALLED STREETLIGHT5'-6"1'-0" CONC. BASEEXISTING GRADENOT TO SCALE1'-0"2'-6" (MIN.)1'-0"x1'-6"x.080" ALUMINUMWETLAND BUFFER BOUNDARYSIGN TO READ "WETLANDBUFFER BOUNDARY PER BOLT TO STEEL TUBE ORWITH 3/8" CADMIUMPLATED BOLTS, NUTSAND WASHERS.2"x2"x.188" STEEL TUBEOR GALVANIZED U CHANNELBASE 2'-0"1'-6"CITY OF FAIRHOPE GALVANIZED U CHANNELEXTEND INTO CONC.INSTALLED STREETLIGHTINSTALLED STREETLIGHTINSTALLED STREETLIGHTINSTALLED STREETLIGHTINSTALLED STREETLIGHTINSTALLED STREETLIGHTINSTALLED STREETLIGHTINSTALLED STREETLIGHTWETLAND LINE30' WETLAND BUFFERWETLAND LINE30' WETLAND BUFFERWETLAND LINE30' WETLAND BUFFEREND PHASE 2 CONSTRUCTION.BEGIN PHASE 3 CONSTRUCTION.AS BUILT 12/20/20211 O' HORSE TRAIL EASEMENT I [_10' HORSE TRAIL I EASEMENT iO 0 I I I 0 10' HORSE TRAIL __________ !~~~~-l PHASE ONE ---------PHASE--lWG-----\\\: INSTALLED WETLAND BUFFER SIGN SPACED AT 100' INCREMENTS INSTALLED WETLAND BUFFER SIGN SPACED AT 100' INCREMENTS LJ "WETLAND BUFFER" SIGN 15'-6" ACORN TYPE FIXTURE (RIVIERA UTILITIES} I ,a· GRADE NOTES: 14'-0" TO TOP OF POL£ 18" TO BULB 15'-6" GROUND TO BULB H£JGHT 90 WA TT LED BULB SMOOTH BLACK TAP~D ALUMINUM POff TYPICAL STREET UGHT DETAIL NOT TO SCALE I Dewberry· • -·- 1 RESOLUTION NO. _____ A RESOLUTION TO AMEND THE CITY OF FAIRHOPE, ALABAMA SUBDIVISION REGULATIONS WHEREAS, the City of Fairhope Planning Commission (the “Planning Commission”) adopted the current Subdivision Regulations for the City of Fairhope, Alabama on March 8, 2007 (the “Subdivision Regulations”); and WHEREAS, the Planning Commission desires to amend the Subdivision Regulations as hereinafter provided. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA, AS FOLLOWS: 1. Article IV Section D.7 Recording of the Subdivision Regulations is hereby amended to read as follows: 7. Recording - Applicant is responsible for recording of Plat and approval shall be null and void if the Plat is not recorded within 120 days after the date of final approval; provided, however, that the Commission may, on finding of good cause, extend that 120 day period. The applicant shall provide a copy of the recorded plat; failure to do so shall result in the denial of the issuance of the building permits within the subdivision. 2. This Resolution shall be effective from and after its adoption by the Planning Commission. Adopted at a properly called meeting of the Planning Commission of the City of Fairhope, Alabama this _____ day of ______________, 20____. _____________________________________ Allie Knutson, Secretary