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12-06-2021 Planning Commission Agenda Packet
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&ODULFH+DOO%ODFNVHFRQGHGWKHPRWLRQDQGWKHPRWLRQFDUULHGXQDQLPRXVO\ZLWKWKHIROORZLQJYRWH $<( 5HEHFFD%U\DQW&ODULFH+DOO$UW'\DV+ROOLH0DF.HOODU&RUH\0DUWLQ+DUU\.RKOHUDQG-RKQ :RUVKDP 1$< 1RQH $GMRXUQHGDW SP BBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBB /HH7XUQHU&KDLUPDQ $OOLH.QXWVRQ6HFUHWDU\ GREENO RDSPRINGLAKE DR CYPRESS LN CARTER LN INGLESIDE AVPERRYMAN PL City of Fairhope Planning Commission December 6, 2021 ¯GREENO RDZC 21.12 - 19327 Greeno Road Legend COF Corp. Limits B-2 - General Business District B-3b - Tourist Resort Commercial Service District B-4 - Business and Professional District R-1 - Low Density Single-Family R-3PGH - Patio/Garden Single-Family R-3TH - Townhouse Single Family R-6 - Mobile Home Park District R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: 19327 Greeno Rd Site Data: .87 acres Project Type: Rezoning to HTD Jurisdiction: City of Fairhope Zoning District: R-1 PPIN Number: 6725 General Location: West side of South Greeno Road, south of Carter Lane. Surveyor of Record: Engineer of Record: Owner / Developer: Percy Dale School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: ApprovĞ Prepared by: Hunter Simmons 1 ZC 21.12 19327 Greeno Rd – December 06, 2021 Summary of Request: Percy Dale requests to rezone the subject property from R-1, Low Density Single Family Residential District to HTD, Highway Transitional District. The property is approximately 0.87 acres and is located on the west side of South Greeno Road, south of Carter Lane at 19327 Greeno Road. The applicant states that the property is no longer conducive for residential use therefore justifies the request. The applicants state that there are no proposed plans for the property at this time. Comments: There is currently a single-family dwelling on the property. The subject property is bounded to the North by R-1, Low Density Residential District, to the North, South, and West by Unzoned Baldwin County, and to the East (across Greeno Road) by R-5, Mobile Home District and Unzoned Baldwin County. The Highway Transitional District was created to provide an alternate to Single-Family Residential Zoning located along state highways but located beyond the area of influence of Village and Commercial Nodes as provided in the City of Fairhope Comprehensive Plan. Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response: Commercial development along Greeno Rd has long been a source of debate. The City’s Comprehensive Plan reflects, “It is also clear that the people of Fairhope do not desire to continue commercialization of Greeno Road that will lead Fairhope to be like most other places throughout the country”. Since 2001, the Comprehensive Plan supported a village concept, with village centers containing the highest intensity of business uses. The nearest centers are the Greeno Road Village Center, which radiates from the intersection of Greeno Rd and Fairhope Ave and a commercial node located at the intersection of Greeno Rd and Twin Beech Rd. The subject property lies between those two nodes. 2 ZC 21.12 19327 Greeno Rd – December 06, 2021 While the subject property may not be appropriate for a more intense use as envisioned within Commercial or Village Nodes, staff does believe the subject property is appropriate for HTD. (2) Compliance with the standards, goals, and intent of this ordinance; Response: The R-1 district is designated for residential uses. A dwelling exists on the property currently. If rezoned to HTD, Highway Transitional District, the applicant has not expressed plans for redevelopment. Single family residences are allowed by right in a HTD zoning district. (3) The character of the surrounding property, including any pending development activity; Response: The surrounding properties vary in terms of zoning district classification. The adjacent property to the north is R-1 while much of the surrounding property to the west and south is unzoned. (4) Adequacy of public infrastructure to support the proposed development; Response: There are current structures with existing utilities adequate for single-family residential and the applicant has no plans for construction or redevelopment at this time. Future development project shall confirm adequacy of public infrastructure. (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: The applicants have no known plans of construction or redevelopment at this time. (6) Compliance with other laws and regulations of the City; Response: At the time of any redevelopment all applicable laws of the City will be applied. If granted, any use within HTD zoning will be allowed ‘by right’. (7) Compliance with other applicable laws and regulations of other jurisdictions; 3 ZC 21.12 19327 Greeno Rd – December 06, 2021 Response: At the time of a redevelopment all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Because the applicants have not expressed any plans in terms of future use, Staff cannot anticipate any significant issues relating to this criterion at this time. However, if the property is developed commercially in the future, various impacts may be present. It is also important to note that if the property is recommended for approval by Planning Commission and approved by City Council, it is possible that there will not be another public hearing. If not, building permits would be reviewed by Staff prior to any construction. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Staff cannot not anticipate any significant issues relating to this criterion. Recommendation: Staff recommends Case: ZC 21.12 19327 Greeno Road rezoning from R-1 to HTD be Approved. U S HWY 98MO N T ROSEWOODSDR3RD ST PAR K ER RD HONOURS LN MAINST2ND STCLUBHOUSEDRSOUTH DR VI ALETRENTI NOSANDYFORDRDW IL D OA K SRDCROSS CREEK BEAVERDAMRD HIGHPINESRD G ADAMS ST CUMBERLAND RDJAY LN OLDMILLRDKEARLEY LN OAK LN TAYLOR ST SIB LEY C IR FOREST PARKDR SIBLEY ST STEDMAN'S LN GORDON LN R O C K CREEK PKW Y GRAHAM S T SWEETWATERLN JEWETT S T RO C K CREEKDRSTANFORD L N BORDEAUX LN CHAPMAN S T MOCKING BIRD LNREDOAKS LN OAKBENDCT POPLAR PLECORROUGELN HIGHRIDGERDFLATWOODS DRMCINTOSHBL U F FRD EASTO NCIRVIALE BELLEZZACity of Fairhope Planning Commission December 6, 2021 ¯CLUBHOUSEDR MAIN STHIGHPINESRDGSOUTH DR HIGHRIDGERD3RD STUSHWY98TOPEL NJUBILEE LN ADAMS ST ECOR DECH E N E C T JAY LN WINDME R E P L KEARLEY LN TAYLOR S T SI B LE Y S T FOREST PARK D R STEDMAN ' S L N ROCK C R EEK PK W Y2ND ST MONTROSE W OOD S D R S TA N F O R D LN C H A P M AN S TREDOAKSLN M C IN T O S H B L UF F RD ZC 21.15 - Montrose Preserve Legend COF Corp. Limits B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ MOBILE BAYProject Name: Montrose Preserve PUD (Amendment) Site Data: 50 acres Project Type: PUD Amendment Jurisdiction: Fairhope Planning Jurisdiction Zoning District: PUD PPIN Number: 75979, 75980, 75981, 59675, 75978 General Location: West of US Highway 98 across from the Rock Creek Subdivision Surveyor of Record: David Diehl, SE Civil Engineer of Record: Owner / Developer: Burgess Thomasson/Larry Chason School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: Hunter Simmons Page 4 of 6 APPLICATION FOR ZONING DISTRICT CHANGE Property Owner / Leaseholder Information Name: ____________________________ Phone Number: ________________________ Street Address: _____________________________________________________________ City: __________________________ State: ________ Zip: _____________________ Applicant / Agent Information If different from above. Notarized letter from property owner is required if an agent is used for representation. Name: ____________________________ Phone Number: _______________________ Street Address: ____________________________________________________________ City: ________________________ State: ________ Zip: _____________________ Property Map Attached YES NO Metes and Bounds Description Attached YES NO Names and Address of all Real Property Owners within 300 Feet of Above Described Property Attached. YES NO Zoning Fee Calculation: Reference: Ordinance 1269 I certify that I am the property owner/leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) Current Zoning of Property: _______________________________________________ Proposed Zoning/Use of the Property: _____________________________________ Property Address: _________________________________________________________ Parcel Number: ___________________________________________________________ Property Legal Description: ________________________________________________ Reason for Zoning Change: ________________________________________________ ____________________________________________________________________________ Character of Improvements to the Property and Approximate Construction Date: _____________ ____________________________________________________________________________________________ ____________________________________________________________________________________________ David Diehl PLS (251)990-6566 880 Holcomb Blvd Suite 2F Fairhope AL 36532 Burgess Thomasson 1912 Dauphin STreet Mobile AL 36606 Planned Unit Development Planned Unit Development (Revision) See attached Existing site is undeveloped. Proposed residential neighborhood to be constructed once approvals are granted. See attached To allow for a development of a 18 Lot subdivision David Diehl (authorized agent) 10-24-2021 Page 5 of 6 CERTIFICATION OF PROPERTY OWNER NOTIFICATION LIST As Required by the City of Fairhope Hearings on Zoning Change applications require notification to all property owners within 300 feet of the property under consideration for the change. This list must be the most current property owners’ records available from the Baldwin County Revenue Office. By signing below, I _________________________, (applicant) do hereby certify that the property owner list attached to this application was obtained from the Baldwin County Revenue Office and is a complete list of all real property owners/lessees within 300 feet of the parcel submitted for consideration by the Planning & Zoning Commission. _____________________________________ __________________________ Signature of Applicant or Authorized Agent Date of Application David Diehl 10-24-2021 1 ZC 21.15 Montrose PUD – December 6, 2021 Summary of Request: David Diehl PLS, acting on behalf of the owner, Burgess Thomasson, request an amendment to the Thomasson PUD, originally approved in 2017 by Ordinance 1596. A copy of the Ordinance is included within the packet 2 ZC 21.15 Montrose PUD – December 6, 2021 along with the Staff Report and Minutes from the Planning Commission and City Council meetings. The developer is Larry Chason. While the approved PUD allows for 77 total lots, the proposed amendment proposes 18 single-family lots on the same acreage – 53.94 acres. The gross density is .33 Units/Acre. Setbacks and other dimensional requirements, as well as uses, shall follow R-1, Single-Family Residential requirements. Building height is limited to 35’ and total lot coverage is limited to 40%. Proposed fencing has special requirements as illustrated on the Site Plan. Comments: Originally presented in 2015 and approved in 2017, many revisions accommodating Commissioners as well as surrounding neighbors lead to the approved PUD. Central to those concerns were connections to existing public roads within Montrose. Consequently, the street layout of the Thomasson PUD, as adopted, is not consistent with the City’s connectivity requirements, but did address neighbor’s concerns and was unanimously approved by Commission and City Council. While reviewing recent development proposals for the subject property, staff agrees, in this case, connectivity to existing streets is not necessary and a PUD provides the proper tool to allow such exceptions and flexibility in design. Staff views the currently proposed development, with a reduced number of lots and the proposed use, as an improvement to the currently approved plan and would like to recommend approval, but the following considerations exist. Streets As proposed, only lots 1-3 will connect to internal streets within Montrose by way of the 3rd Street ROW. Staff reviewed different options for connecting to lots 4-14, and the proposed plan assumes the right-of-way can be vacated. The ROW’s are currently Baldwin County’s. At this time, staff cannot be assured the ROW’s will be vacated, but are willing to explore that solution. Alternatively, the drive can be moved onto private property. Unfortunately, this is a causality dilemma, or a ‘chicken or the egg’ situation. Should the PUD be approved first, or the road accesses clarified? Because there is an existing PUD that conflicts with the proposed street layout as well the historic ROW’s, staff believes approval of the PUD, as proposed, is appropriate, but assumes the general street layout, as presented, will be achieved with substantial conformance. Specifically, access to existing roads in Montrose are prohibited, access to lots 4-14 will require access from U.S. Hwy 98 and be approved by ALDOT, and lots 15-17 will require access from Main Street and be approved by Baldwin County Highway Department. In the event the existing layout can not be achieved, staff believes a contingency should be in place. Under current regulations, PUD’s that expire revert to R/A, Residential/Agricultural District. Alternatively, conditions of approval can be utilized to ensure the proposed plan is achieved, including a prohibition on future applications and/or building permits until access is provided to all 18 lots, a reversion to the currently approved PUD (Ord. 1596), or other thoughts Commissioners may propose. Garbage and recycling will be provided by the City of Fairhope Public Works. All streets shall be approved by the Director of Public Works. Greenspace The current PUD, with 77 lots that were mostly 60’ wide, provided buffers abutting existing residents in Montrose. In addition to the buffers, 18 acres were provided as common area and labeled as “Conservation 3 ZC 21.15 Montrose PUD – December 6, 2021 Easement”. The proposed revision includes 13.8 acres of greenspace, or 25.6% of the proposed development, more than the 10% required. Staff asked if lot 18 could be included in the proposed common area as originally approved, but the applicant would like to retain lot 18 as a residential lot to offset the cost of reducing lot counts from 77 to 18. The City Council, ultimately, did not adopt Ordinance 1596 with a contingency that 18 acres of common space shall be placed into a conservation easement. The PUD site plan is sufficient to preserve the area as common area. Staff agrees, but clarifies, this does not prevent the area to be place into a conservation easement in the future. Like the approved PUD, a 20’ undisturbed buffer has been provided on the north side of lot 1 adjacent to the Cemetery. If Adams Street is vacated, or otherwise left unimproved, an additional 66’ undisturbed area will be provided. The approved PUD also included a 40’ undisturbed buffer along Hwy 98. During reviews for the proposed development staff failed to ask the applicant to include this 40’ buffer on a revised site plan but believes it to be important and suggest requiring it as a condition of approval. Utilities The subject property is serviced by the following utilities: Sewer – Fairhope Utilities Water – Daphne Utilities Power – Riviera Telecommunications – AT&T Utility infrastructure upgrades are likely. Typically, PUD’s are followed by a preliminary plat review to resolve infrastructure concerns. Conflicts with the current PUD aside, lots 1-9 currently exist and technically do not require preliminary/final plat. While lots 10-18 will require a subdivision to divide, those may be done in later phases. To ensure the proposed project is comprehensively developed, including access, drainage, and utilities, staff recommends a mandatory preliminary plat the entire acreage that clearly illustrates approved street access to each of the 18 lots, along with any utility or drainage easements that may be required. Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response: Staff sees no conflict with the Comprehensive Plan. (2) Compliance with the standards, goals, and intent of this ordinance; Response: Staff does not anticipate any conflicts other than those mentioned above. (3) The character of the surrounding property, including any pending development activity; Response: The surrounding properties vary in terms of zoning district classification. The adjacent property east of Hwy 98 is zoned Baldwin County RSF-2 to the north, City of Fairhope R-1 and Baldwin County RSF-2 to the west, and City of Fairhope R-1 and PUD and Baldwin County RSF-2 to the south. Lot 18 is adjacent to Trentino PUD and City of Fairhope B-2 to the south. The proposed development does not conflict with the character of the surrounding property. (4) Adequacy of public infrastructure to support the proposed development; Response: Future preliminary plat reviews shall confirm adequacy of public infrastructure. 4 ZC 21.15 Montrose PUD – December 6, 2021 (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: Flood zones are present within the proposed common areas. Future preliminary plats will address the technical requirements of the City of Fairhope Subdivision Regulations. (6) Compliance with other laws and regulations of the City; Response: At the time of any redevelopment all applicable laws of the City will be applied. (7) Compliance with other applicable laws and regulations of other jurisdictions; Response: At the time of a redevelopment all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Assuming access can be provided, staff does not anticipate any issues that will not be address during preliminary plat reviews. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Again, accepting that street access will need to be clarified, staff cannot anticipate any significant issues relating to this criterion. Recommendation: Staff recommends Case: ZC 21.15 Montrose PUD Amendment be Approved with the following conditions: 1.) A preliminary plat shall be required that includes the entire acreage. At minimum, the preliminary plat shall provide street access to each of the 18 lots and be in substantial conformance with the street layout as proposed on the Master Site Plan. The preliminary plat shall be approved by the Fairhope Planning Commission prior to issuance of any building permits for any property located within the PUD. 2.) Street access to every lot shall be determined and approved by the Authority Having Jurisdiction prior to submitting for Preliminary Plat or building permits. 3.) Access from US HWY 98 shall be approved by ALDOT, and any required improvements shall be installed solely at the Developer’s expense. 4.) Access from Main Street shall be approved by Baldwin County Highway and any required improvements shall be installed solely at the Developer’s expense. 5.) If street access, in substantial conformance of the proposed site plan cannot be achieved within two years, the approved PUD shall revert to the Montrose PUD approved in Ordinance 1956. The two-year time frame may be extended only by the City Council. 6.) A 40’ buffer shall be required on any lot abutting US HWY 98. The area within the buffer shall be common area. 7.) The buffers shown on the plans, and those required by condition, shall remain natural, except for the allowance of plant materials to be installed where a visual buffer does not exist. 8.) Where a visual buffer does not exist within buffer areas shown on the plan, or required by a condition of approval, plant materials shall be installed to provide a visual barrier. 9.) Any item not specifically outlined in the PUD Ordinance shall meet all pertinent regulations and ordinances, including, but not limited to, those outline in R-1. 10.) All streets, whether public or private, shall be approved by the City of Fairhope Public Works Director. 11.) Connections to existing utility infrastructure shall be determined prior to application for preliminary plat. 5 ZC 21.15 Montrose PUD – December 6, 2021 12.) Any outside agency permits (ALDOT, Baldwin County, ADEM, etc.) required shall be obtained prior to submission of building permits. LOT 18 LOT 19 LOT 20 COMMON AREA LOT 11 LOT 10 LOT 4 LOT 12 ROCK CREEK SUBD IV IS IONMB 7PG 103LOT 1 LOT 2 LOT 3 LOT 4 ECOR DE CHENESLIDE 1290 -B LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 COMMONMONTROSE CEMETARY LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 U.S . HWY 98R/W VARIESU.S. HWY 98R/W VARIESBROWN, RUSSE L L B E T A L BROWN, LENA L P O BOX 287 MONTROSE AL 3 6 5 5 9 INSTRUMENT 1 1 9 4 8 8 6 U.S.HWY98SPECIAL FLOOD HAZARD AREASUBJECT TO INUNDATION BY THE1% ANNUAL CHANCE FLOOD. SPECIAL FLOOD HAZARD AREASUBJECT TO INUNDATION BY THE1% ANNUAL CHANCE FLOOD. (R) S76°00'0 0 " W 624.67' (R ) N1 4 ° 04 ' 58 "W 24 4 . 75 ' (R) N76°20'07" E (R) 97.61' (R ) 417 .1 2 ' (R) 625.68'(R ) 4 1 7 .12 ' (R ) 4 17 .1 2 ' (R) 625.68'(R) N01°34'25"W313.83'(R) S88°09'41"W(R) N01°26'02 "W (R) N88°03'01"E (R) N01°35'19"W(R) N01°35'19"W (R ) N 13 °5 3 '5 2 "W 3 15 . 6 6 ' (R) S76°00'00 " W 626.85' (R ) S 14 °0 0 '00 "E (R ) S 10 °10 '08 "E354 .4 7 ' (R ) 10 5 . 56 ' (R) S88°13'12"E909.60' (R) S88°30'31"E73.39' (R) N01°34'25"W311.96 ' (R) 509.84'(R) 99.73'(R) 102.38' (R ) S1 4 ° 0 0 ' 0 0 "E (R) S14 °0 0 '0 0 " E (R ) S 1 4 ° 00 ' 00 "E (R) N76°20'07" E 201.76' N74°48'05"E 504.44' N74°48'51"E 490.92' S74°50'08"W 624.96'N15°1 6 ' 54"W417 .17 'N15°13 ' 12"W244 . 88 ' 97.59' N75°11'22"E N74°46'15"E 624.56'S15 °20 '15"E417.87 'N15 ° 13 '2 7 "W245.64 'N15° 22 '1 8 "W 417.63 ' N74°47'16"E 626.11' N74°49'03"E 626.67'N02°44 '09"W313.93'105.34 'N15°10 '2 1 "W667.23 ' N74°48'27"E 339.02' S75°06'10"W 201.20' N86°59'57"E20.00'N02°35'46 "W299.79'N86°50'18"E10.00' N02°48'02"W68.62'N15°10 '21 "W666 . 70 'N02°44'09"W311.96' N89°43'36"W73.38' S89°26'17"E 907.81'N11°22 '58"W354.69' S75°06'10"W 267.20'S02°48'02"E569.76'C1C2C3N15°11 '00 "W625 . 89 ' N74°48'27"E 353.89'N15°11 '33 "W624.69 ' S74°48'27"W 598.17'S15°08 '41"E315.7 5 'S15° 13 '03 "E626.3 5 ' S74°48'27"W 604.62' 509.26'99.57'102.57'102.57' 66.44' 66.00'N35°15'58"E763.90'OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T5S R2ET6S R2ESEC 32SEC 5 SEC 32 SEC 32 SEC 5 GRANT 7 GRANT 43 GRANT 7 GRANT 43 SEC 32 SEC 32 SEC 32 12 12 13 14 16 17 19 20 FLOOD W A Y A R E A C4Comm o n A r e a 13.8 A c r e s ± 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18Common Access208.7 8 '208.7 8 '208.7 8 '208.7 5 '107.0 0 '101.90' 209.37' 208 .23 '208 . 23 '208.23 '209.68 '210.56'211.60' N74°48'51"E 626.41' N74°48'39"E 620.76' N74°48'27"E 573.56' N74°48'27"E 542.34' 208.63 '208.6 3 '208.63 ' N74°48'51"E 445.49' N74°48'51"E 399.69'213.52 '213.60'213.56' S4 3 ° 4 5 ' 0 2 " E 23 7 . 6 6 ' S4 3 ° 4 5 ' 0 2 " E 23 7 . 6 6 ' 193.38' 139 .06 '139.0 6 ' S74°50'08"W 419.96' N74°50'08"E 205.00'208.94 '208 . 94 ' 431.17' 15 8 . 6 1 ' 15 8 . 3 6 ' 1 5 8 . 3 6 '291.6 1 ' 208.70' 208.70' 208.70'663.27 'S32°55'50"W558.70'S75°06'10"W 208.57'279.06'279.64'N74°50'08"E 268.99' N74°50'08"E 344.48' N74°47'30"E 318.09'N15°1 8 '19 "W664.41 'S15°14 ' 20 "E478.20 ' 130801 SF3.00 AC 130485 SF3.00 AC 128023 SF2.94 AC 122108 SF2.80 AC 116297 SF2.67 AC 109088 SF2.50 AC 97713 SF2.24 AC 88165 SF2.02 AC 78602 SF1.80 AC 80250 SF1.84 AC 119050 SF2.73 AC 138368 SF3.18 AC 78249 SF1.80 AC 54621 SF1.25 AC 53150 SF1.22 AC 42653 SF0.98 AC 32177 SF0.74 AC 148179 SF3.40 AC. ADAMS STRE E T CHAPMAN ST R E E T 3RD STREET2ND STREET TAYLOR STR E E T LEDYARD S T R E E T ECOR DECH E N E JUBILEE L A N E RE-PLAT OF THE EAST 1/2 OF LOT 3OF SQAURE 15, IN THE TOWN OF MONTROSE TRENTINOSLIDE 2104-E &F 66 FT. R/W 66 FT. R/W 66 FT. R/W 66 FT. R/W 66 FT . R/W66 FT. R /W TAYLOR OAKSSLIDE 1827-B FORREST PARK DRFORREST PARKMB 8 PG 95 MAIN STREETR/W VARIES3RD STREET 66 FT . R /W MONTROSE W O O D S ROCK C R E E K P A R K W A Y (NOT OPEN ) (NOT OPEN ) 16' ASPHAL T (TYP.) DOVEC O T E L NDOVECOTE LN(NOT OPEN ) (R) S76°00'00"W626.85' N74°49'03"E 626.67' 1 2130801 SF ADAMS STRE E T 66 (N R) S 7 6 ADAMS S 1 ' NO ACCES S CONNECT T O EXIST ROA D W A Y NO ACCES S NO ACCES S 20' Buffer NO ACCES S SITE SUMMARY Total Area Total Lots Density Open Space Streets 53.94 Ac 18 0.33 / Acre 13.8 Ac (25.6%) 2,982 L.F. Max. Height 35 Ft.Max. Coverage 40% Walls or fences constructed or erected on any Lot shall be of ornamental iron, wood, black painted metal or masonry construction. No wall or fence shall be constructed from the front property line to the rear corners of the House. No fences may be constructed without the prior written approval of the Architectural Control Committee. Fencing Zoning PUD (R-1 Base) 0 100 200 300 66' 33'16' ASPHALT (TYPICAL)33' UNDISTURBED STRIPRIGHT-OF-WAY DETAIL2nd Street, 3rd Street and Ledyard Street Sht 1 of 3An Amendment of The Thomason PUD of 2017 1| Page Montrose Preserve A Planned Unit Development An Amendment to the Thomason PUD of 2017 Land Owner: The Thomasson Family c/o Burgess A. Thomasson Jr. 362 Ridgelawn Drive West Mobile, AL 36608 2 | Page Site Map FIGURE 2A Overall Summary Montrose Preserve is a 53.94 Acre Planned Unit Development previously approved February 6, 2017 as a 77 lot Residential development. The developer elected not to move forward with the development plans and is now requesting a PUD Revision to allow development of the property more in keeping with the large parcels as they exist today. 3 | Page Parcel Legal Descriptions LOTS 2 AND 3 OF BLOCK ONE OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA. AND BLOCK 18 OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA. AND ALL THAT PART OF BLOCK 19 OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA, LYING WEST OF U.S. HIGHWAY 98. MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A ONE INCH CRIMPED IRON PIPE AT THE NORTHWEST CORNER OF BLOCK 19 OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 15 DEGREES 10 MINUTES 21 SECONDS EAST, ALONG THE WETS MARGIN OF SAID BLOCK 19 (AND THE EAST MARGIN OF 3RD STREET), A DISTANCE OF 667.23 FEET TO A ONE INCH CRIMPED IRON PIPE AT THE SOUTHWEST CORNER OF SAID BLOCK 19; THENCE RUN NORTH 75 DEGREES 06 MINUTES 10 SECONDS EAST, A DISTANCE OF 201.20 FEET TO A ONE INCH CRIMPED IRON PIPE ON THE WEST MARGIN OF U.S. HIGHWAY 98; THENCE RUN ALONG THE WEST MARGIN OF SAID U.S. HIGHWAY 98, THE FOLLOWING DESCRIBED COURSES: NORTH 02 DEGREES 44 MINUTES 09 SECONDS WEST, A DISTANCE OF 313.93 FEET; SOUTH 86 DEGREES 59 MINUTES 57 SECONDS WEST, A DISTANCE OF 20.00 FEET TO A CAPPED REBAR (CA 1109LS); NORTH 02 DEGREES 35 MINUTES 46 SECONDS WEST, A DISTANCE OF 299.79 FEET TO A CONCRETE MONUMENT; NORTH 86 DEGREES 50 MINUTES 18 SECONDS EAST, A DISTANCE OF 10.00 FEET TO A CONCRETE MONUMENT; NORTH 02 DEGREES 48 MINUTES 02 SECONDS WEST, A DISTANCE OF 68.62 FEET TO A CAPPED REBAR (CA 1109LS) AT THE INTERSECTION OF THE WEST MARGIN OF U.S. HIGHWAY 98 AND THE SOUTH MARGIN OF LEDYARD STREET; THENCE RUN SOUTH 74 DEGREES 48 MINUTES 27 SECONDS WEST, ALONG SAID SOUTH MARGIN OF LEDYARD STREET, A DISTANCE OF 339.02 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 4.06 ACRES, MORE OR LESS. AND ALL THAT PART OF BLOCK 20 OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA, LYING WEST OF U.S. HIGHWAY 98. AND ALL THAT PART OF BLOCK 21 OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA, LYING WEST OF U.S. HIGHWAY 98. AND 4 | Page ALL THAT PART OF BLOCK 22 OF THE VILLAGE OF MONTROSE AS PER A PLAT THEREOF RECORDED IN DEED BOOK "E". PAGE 388 OF THE RECORDS OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA, LYING WEST OF U.S. HIGHWAY 98. ___________________________________________________________________________________________ Land Owner The Thomasson Family c/o Burgess A. Thomasson Jr. 362 Ridgelawn Drive West Mobile, AL 36608 Neighborhood Character Montrose Preserve consists of long standing parcels that are part of The Village of Montrose. Nearby lots within The Village of Montrose have been resubdivided and some have been combined. There are several other residential developments in the area, such as Taylor Oaks, Forest Park, The Pleiades, and Ecor Dechene, with lots ranging from 20,000 square feet to about 1 acre. Along our northern boundary lies the Montrose Cemetery and Rock Creek lies across Highway 98 to the east. With a Base Zoning of R-1 underlying the PUD, The large estate lots proposed with this PUD Revision range from 30,000 square feet to over 3 acres and are a suitable use to the surrounding area. 5 | Page FIGURE 5A Existing Zoning Nearby properties that lie in the Fairhope Corporate Limits are zoned R-1 and PUD as shown below. Properties that lie outside the Corporate Limits are zoned B-2, B-3 and RSF-2 in Baldwin County Planning District 16 as shown below. The Proposed Amendment to Montrose Preserve blends well into this mix of zones. A Base Zoning of R-1 underlying the PUD is proposed. Fairhope Zoning 6 | Page Baldwin County District 16 Zoning 7 | Page Relative Density The proposed single family lots in Montrose Preserve consist of lots 139 feet wide up to 208 feet wide and range from 30,000 square feet to over 3 acres. With a wide range of neighboring lots, ranging from one-half acre to 6 acres, the existing density is around 0.82 units/acre. The proposed density with this revision is 0.33 units/acre, well in keeping with the surrounding area. Comprehensive Plan This property and the most of surrounding properties are recommended for Residential use by the “Preferred Land Use Plan” as outlined in the 2015 Comprehensive Plan. Our development is in harmony with the Comprehensive Plan. FIGURE 7A Preferred Comprehensive Plan Development Timeline Developer hopes to obtain approvals for the Planned Unit Development Revision by January 2022, and will follow up with Preliminary Plat submittal by February 2022. Montrose Preserve will have an estimated overall construction completion time of 6 to 9 months, with anticipated build-ready lots by December 2022. Portions may be submitted in Phases to speed up the timeline and provide Lots sooner. 8 | Page Home Ownership Homes will be privately owned with no anticipated leasing. No house plans are proposed with this revision but given the nature and cost of the Lots, estate type homes are envisioned. Land Use 100% of the single family lots will be privately owned, single family residential. The Common Areas will remain private and will be solely for the use and enjoyment of the Montrose Preserve residents. Maintenance of the Common Areas shall be the responsibility of the Home Owners Association. Streets will be constructed 16 feet wide to minimize impacts and provide an estate feel. Greenspace The site will have 13.8 acres of greenspace, or 25% of total site. 9 | Page FIGURE 10A Utilities Fairhope Utilities will Sewer for Montrose Preserve and Daphne Utilities will provide water. Riviera will provide Power and AT&T will provide telecommunications for the development. Pedestrian Circulation With such large Estate Lots, pedestrian circulation will be provided with the 18 foot wide asphalt roadways throughout the development. Lighting Streetlights will be standard Acorn style lights, 18 feet high, at a maximum of 300 foot spacing along roadways. Accessory Structures / Equipment Accessory structures will be permitted as per standard R-1 residential zoning regulations regarding location, percentage of coverage, and setbacks from property lines. Exterior AC units and generators (if elected) will be screened from street by landscaping. Fencing Fencing will not be constructed with initial construction. Individual Owners may elect to install fencing. Walls or fences constructed or erected on any Lot shall be of ornamental iron, wood, black painted metal or masonry construction. No wall or fence shall be constructed from the front property line to the rear corners of the House. No fences may be constructed without the prior written approval of the Architectural Control Committee. Parking Parking will be provided for each residence with construction of the homes. A minimum of 3 spaces shall be provided for each residence including driveways and garages. =========================================================================================== ATTACHMENTS Sht 1 of 3 PUD Master Plan Sht 2 of 3 Boundary Survey Sht 3 of 3 Aerial Overlay From:lal7245@reagan.com To:planning Subject:PUD Amendment Case:ZC21.15 Date:Saturday, November 27, 2021 2:52:57 PM SENT FROM AN EXTERNAL ADDRESS Dear Ms. Knutson: I distinctly remember the issue of this PUD coming up approximately 3-4 years ago. We were opposed to it then for a multitude of reasons, and our position has not changed. Nothing could do more harm to our property values than this PUD. We do not want any cut-through streets in our beautiful Montrose nor the inescapable influx of unanticipated amounts of traffic and people wandering around that none of us know or have probably never even seen before. This is a terrible idea being perpetrated against the citizens and long-time inhabitants of this beautiful area. We moved here 41 years ago from Mobile to get away from this kind of "neighborhood planning" and never want to see it here, not ever. Thanks for listening. I would appreciate it very much if you would let us know that you received this E- mail and have noted our concerns. Sincerely, Lawrence Lenzi Francoise Lenzi From:lal7245@reagan.com To:planning Subject:PUD ZC 21.15 Date:Saturday, November 27, 2021 6:26:38 PM SENT FROM AN EXTERNAL ADDRESS Dear Ms. Knutson: I forgot to include our address. We live at 7245 Rock Creek Drive Fairhope, AL 36532 Sincerely, Lawrence Lenzi Francoise Lenzi November 22, 2021 Hunter Simmons City of Fairhope Planning and Zoning Manager ZC 21.15 Montrose Preserve PUD Dear Mr. Simmons, Below, please find our responses to your comments for the above referenced project: Note that the letter to the City of Fairhope is addressed to Hunter Smith, not Hunter Simmons. RESPONSE: Corrected There is an existing PUD approved in 2017 named the Thomasson PUD (ZC 15.12). On the narrative and site plan, please make the following revision. Instead of “Revision” use “An amendment of the Thomason PUD of 2017”. RESPONSE: Revised as Noted The narrative refers to “standard residential zoning regulations” regarding accessory structures. This is OK, but a base zoning district will need to be proposed for each lot, such as R-1, for example. RESPONSE: R-1 base zoning added to Narrative language Also in the narrative, fencing is mentioned that has standards different than that of any City of Fairhope base zoning. Any special requirements that do not follow base zone regulations need to be noted on the site plan and recorded on the plat when timing is appropriate. RESPONSE: Plan Revised as Noted The proposed ingress/egress onto HWY 98 shall be approved by ALDOT. Please provide confirmation. RESPONSE: ALDOT has been contacted and we await their response. We are aware that any PUD approval does not include access approval and is subject to the approval of the governing body. Internal streets are illustrated as we discussed in previous meetings. Note that these ROWs are currently under the review of the Baldwin County Highway Department and the Baldwin County Commission. These connections will require further coordination. A condition of approval will likely be required. RESPONSE: Noted Lots 15, 16, and 17 are accessed from the Main St ROW. Evidence the plans have been submitted to the County Engineer shall be provided. Chapman St, does not illustrate “No Access”. Is that the applicant’s intention? RESPONSE: No Access is proposed on Chapman at all. We have added a “No Access” on Chapman along Hwy 98. We have contacted the County concerning the proposed shared access on Main Street. Again, we understand that PUD approval does not guaranty that we will be able to connect and this may require revisions and/or resubmittal at a later date. Are physical barriers proposed where the map is labeled “No Access”? Provide details. RESPONSE: We are not proposing physical barriers in these County ROWs. What is the proposed use of Lot 18? RESPONSE: Lot 18 will be Residential Notes regarding concerns from previous approvals: Provide a 20’ undisturbed buffer along the northern side on Lot 1 to address concerns about the adjacent Montrose Cemetery. RESPONSE: Revised as Noted An additional buffer was included along the western edge of the proposed Lots 1-3. RESPONSE: The west side of Lots 1 through 3 will be the point of access for these lots. We don’t see why a buffer is needed? In the Thomasson PUD, Lot 18 was illustrated as a preserved area that would be placed in a conservation easement. Can Lot 18 be removed and preserved as the previous plan proposed? RESPONSE: With the Amendment, we have reduced the overall lot count from 77 to 18 lots. Lot 18 is needed to help offset those losses. Please feel free to contact me at (251) 990-6566 with any questions or additional comments. Sincerely, David E Diehl, PLS COUNTY RD 32 BANKHEADBLVDSTATE HWY 181MAGELLAN BLVDCOUNTY RD 13LEA CIRCARLIE CT WA TKINSDRCOUNTY RD 34 ANNIE WILSONLNO'BEE RD CHARLESMCKEN ZIELNCHARLEY BOOTHE RD CLAYTONDR NEW GROUND RD WAYNE JOHNSON LNORCHARDS LNSUBURBAN DR City of Fairhope Planning Commission December 6, 2021 ¯BANKHEADBLVDHANLOE LN MAGELLAN BLVDMCQUEEN DR A BINGDONLNCLAYTON DR PEMBROOK LOOPCOUNTY RD 13ZC 21.16 - Green Fields PUD Legend COF Corp. Limits M-1 - Light Industrial District R-1 - Low Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ A B Project Name: Green Fields PUD Site Data: 39.9 acres Project Type: 80 Residential PUD w/ Conditional Annexation Jurisdiction: Fairhope Planning Jurisdiction Zoning District: Currently Unzoned PPIN Number: 41079 and 55265 General Location: East of County Road 13, south of County Road 34 Surveyor of Record: David Diehl, SE Civil Owner / Developer: John Albert Watkins Jr., Hilliard Vaughn Street III, and Sonny Hill, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: Hunter Simmons 1 ZC 21.16 Green Fields PUD – December 6, 2021 Summary of Request: David Diehl PLS, acting on behalf of the owners, John Albert Watkins Jr., Hilliard Vaughn Street III, and Sonny Hill, LLC request to establish an initial zoning of PUD (Planned Unit Development), concurrent with conditional annexation into the City of Fairhope to be known as Green Fields PUD. The developer is Breland Homes Coastal. The proposed development will consist of 80 single-family lots on 39.9 Acres, with a gross density of 2.0 units per acre. According to the applicant, the subject property currently consists of two parcels under separate ownership, both of which will be conveyed to the developer upon approval of the development by the City of Fairhope. The property is currently un-zoned and lies within the City of Fairhope’s Planning Jurisdiction. The Master Development Plan illustrates the proposed lots as, generally, 80’ x 140’, which is larger than 75’ wide by 140’ deep lots in neighboring subdivisions Greythorne and Millers Crossing. The proposed setbacks are illustrated on the Master Site Plan, but are typically front – 30’, rear – 30’, side – 10’, Comments: A Planned Unit Development is intended to allow flexible development that encourages innovation. The minimum lot size for R-2, Medium Density Single-Family Residential District is 10,500 sq. ft with a minimum lot width of 75’. The proposed plan meets or exceeds all requirements of R-2, Single-Family Zoning except the proposed setbacks are 30’ in the front and rear, as opposed to 35’. The proposed lots are equal to, or greater than, those located within the neighboring subdivisions of Greythorne and Millers Crossing. Originally, the applicant submitted an application for PUD because their desired house plans required 80’ buildable depth. 35’ front and rear setbacks would limit the buildable depth of each lot to 70’. 2 ZC 21.16 Green Fields PUD – December 6, 2021 The applicant recently submitted alternate home plans that can be built on 140’ deep lots with standard R-2 setbacks. Consequently, staff does not recommend approval of the zoning request to PUD but offers support in rezoning the subject property R-2. Rezoning to R-2 does not require a Master Development Plan, nor a Site Plan. If approved as R-2, and annexed into the City of Fairhope, the follow-up procedure would be a preliminary plat, in which lot layout, greenspace, ROW’s, utility access, as well as other technical merits of the will be addressed. Consequently, the site plan may differ from that proposed with the PUD application. However, the proposed plan would be consistent with the an R-2 development and provides pedestrian access, connectivity and the required greenspace. Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response:The subject property between commercial nodes, as envisioned in the Comprehensive Plan, and within a area envisioned for residential development. R-2 is the most common residentially zoned property in Fairhope. Therefore, zoning the subject property R-2 is consistent with the Comprehensive Plan. (2) Compliance with the standards, goals, and intent of this ordinance; 3 ZC 21.16 Green Fields PUD – December 6, 2021 Response: If approved as R-2, any subsequent subdivision plat must conform to the R-2 standards. (3) The character of the surrounding property, including any pending development activity; Response: Adjacent properties to the north, east, and south are un-zoned Baldwin County. Greythorne Estates and Millers Crossing subdivisions lie to the south. The applicant states these neighborhoods range in density from 2.55 to 2.9 units per acre. The density proposed with the PUD application is 2 units per acre. Staff does not anticipate re-zoning to R-2, as opposed to PUD, would increase density. Land to the west, and across Hwy 13, was recently purchased by the City of Fairhope with plans to use as a park. (4) Adequacy of public infrastructure to support the proposed development; Response: Baldwin EMC will provide Power. AT&T will provide telecommunications. The City of Fairhope Utilities will provide water and sewer. Water and sewer may require infrastructure upgrades. (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: Staff does not anticipate any significant issues relating to this criterion. Further review would be done at preliminary plat application. (6) Compliance with other laws and regulations of the City; Response: At the time of any development all applicable laws of the City will be applied. If granted, any use within R-2 zoning will be allowed ‘by right’. (7) Compliance with other applicable laws and regulations of other jurisdictions; Response: At the time of a development all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Staff does not anticipate any significant issues relating to this criterion. Further review would be done at preliminary plat application. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Staff does not anticipate any significant issues relating to this criterion. Further review would be done at preliminary plat application. Recommendation: Staff DOES NOT recommend Case ZC 21.16 be approved under the original request to rezone the subject property from R-1 to PUD, however, under a revised request, Staff recommends Case: ZC 21.16 Green Fields rezoning from R-1 to R-2 be Approved with the following conditions: 1.) A traffic study shall be provided that includes all traffic generated by Green Fields with the first application for preliminary plat. 2.) Fairhope Water and Sewer provided availability letters, but connections to existing infrastructure, including routes and potential infrastructure upgrades shall be approved by the water/sewer superintendent prior to submittal of a preliminary plat. ETTRANSFORMER0.3 AC0.3 AC1.59 AC5.2 AC1.65 AC(30% of Pond)0.12 AC0.4 AC(30% of Pond)(30% of Pond)75' Typ.HWY CONST. SETBACK(30CO. RD 13BANKHEADBLVDCLAYTONDRABINGDONLANEGREYTHORNE ESTATES SUBSLIDE 2330-A THRU 2330-D2.55 Units per AcreBANKHEADBLVD50 FT. R/WGREEN FIELDSDR.50 FT. R/WCALYPSODR.DAMSELDR.Parcel Number: 05-46-08-34-0-000-010.000PIN: 41091Owner Name: STREET, CLIFFORD M ETUX JEAN DAddress: 8370 CO RD 34City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-007.002PIN: 55266Owner Name: STREET, WILLIAM E ETUX ELIZABETHAddress: 8198 CO RD 34City: FAIRHOPEState: ALZip: 3653205-46-08-34-0-000-017.005PIN: 69503LAND HANDLER L L CP O BOX 1201POINT CLEAR AL 3656405-46-08-34-0-000-017.008PIN: 105145SONNY HILL L L CP O BOX 91206MOBILE AL 36691Parcel Number: 05-46-08-34-0-000-012.000PIN: 41071Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-013.000PIN: 71707Owner Name: STREET, HAROLD J ETAL STREET, CATHYM ASAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-014.000PIN: 71704Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 365329495969798991001011021031041051061071081091101111121131141151261279192937980818205-46-08-34-0-000-018.000PIN: 3216SONNY HILL L L CP O BOX 91206MOBILE AL 36691F A I R H O P EC O R P.L I M I T SPark123456789101112131415161718 1920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980ParkPark(Active)(Passive)(Active)(Passive)Bridge over Wetlands80'(min)140'(min)30' BSL30' BSL10' BSL (TYP)Greenspace Req'd.Greenspace (30% of Ponds)Total Greenspace15% (5.98 Ac)0.72 Ac9.56 Ac. (24.0%)Greenspace Summary80 lots / 31.53 Ac.2.54 /AcArea for G.S. Calculation31.53 Ac(-) R/W, Ponds, Wetlands-8.37 AcTotal Site Area39.9 AcGreenspace Open8.84 AcOWNERDEVELOPER:CITY OF FAIRHOPECITY OF FAIRHOPEBALDWIN EMCAT&TELECTRIC SERVICE:TELEPHONE SERVICE:WATER SERVICE:SEWER SERVICE:John Albert Watkins Jr. andHilliard Vaughn Street III8980 Co Rd 32Fairhope, AL 36532LAND USE PERCENTAGESSingle Fam. LotsROWsProtected WetlandsPondsGreenspace (Dry)T O T A L22.17 Ac5.42 Ac1.07 Ac.2.40 Ac8.84 Ac.39.9 Ac55.5%13.6%2.7%6.0%22.2%100%Breland Homes Coastal9949A Bellaton AvenueDaphne, AL 36526UTILITY PROVIDERSSonny Hill, LLCPO Box 91206Mobile, AL 36691(PPIN 41079)OWNER(PPIN 55265)ADJACENT PROPERTY OWNERS IN GREYTHORNE ESTATES::LOT 9405-46-08-34-0-000-017.114PIN: 288900SHARPE, TRACY L17520 ABINGDON LNFAIRHOPE AL 36532LOT 9505-46-08-34-0-000-017.115PIN: 288901MAYFIELD, STANLEY17530 ABINGDON LNFAIRHOPE AL 36532LOT 9605-46-08-34-0-000-017.116PIN: 288902KREEK, JOSE E ETAL LAWRENCE, JESSICA L17542 ABINGDON LNFAIRHOPE AL 36532LOT 9705-46-08-34-0-000-017.117PIN: 288903PEEPLES, LYNN17560 ABINGDON LNFAIRHOPE AL 36532LOT 9805-46-08-34-0-000-017.118PIN: 288904BROWN, JOHNNY M ETAL BROWN, BARBARA17527 BANKHEAD BLVDFAIRHOPE AL 36532LOT 9905-46-08-34-0-000-017.119PIN: 288905ROBERTS, CHARLES M ETAL ROBERTS, ALLYSON9381 CLAYTON DRFAIRHOPE AL 36532LOT 10005-46-08-34-0-000-017.120PIN: 288906STUCKEY, JULIAN-DOUGLAS DALTON ETAL STUC9365 CLAYTON DRFAIRHOPE AL 36532LOT 10105-46-08-34-0-000-017.121PIN: 288907HARPER, JOSEPH B ETAL HARPER, TRAE M9351 CLAYTON DRFAIRHOPE AL 36532LOT 10205-46-08-34-0-000-017.122PIN: 288908KOEHLER, CAMERON LEWIS ETAL KOEHLER, ALL9339 CLAYTON DRFAIRHOPE AL 36532LOT 10305-46-08-34-0-000-017.123PIN: 288909COLLINS, RAYMOND BARRETT ETAL CLARK, CAR9321 CLAYTON DRFAIRHOPE AL 36532LOT 10405-46-08-34-0-000-017.124PIN: 288910PATTERSON, RANDI R9860 SUBURBAN DRFAIRHOPE AL 36532LOT 10505-46-08-34-0-000-017.125PIN: 288911MAIER, KELLEY W ETUX JUANITA9301 CLAYTON DRFAIRHOPE AL 36532LOT 10605-46-08-34-0-000-017.126PIN: 288912BEASLEY, MICHELLE K TRUSTEE OR HER SUCCE9293 CLAYTON DRIVEFAIRHOPE AL 36532080160CivilEngineering& SurveyingGreen Fields80'x140'DENSITYCURRENT ZONINGREQ'D. ZONINGPATH TO APPROVAL802.0 / ACUnzoned / Fairhope ETJPlanned Unit DevelopmentAnnexation into FairhopeSTREETS4695 L.F.A PLANNED UNIT DEVELOPMENTTypical LotGREENSPACE9.56 AC (24%)PPIN #41079 & 55265TOTAL ACRES39.9 AC. ±SUMMARYSht 1 of 5 1| Page Green Fields A Planned Unit Development Master Development Plan Developed by: Breland Homes Coastal 9949A Bellaton Avenue Daphne, AL 36526 251-979-4329 2 | Page Site Map FIGURE 2A Overall Summary Green Fields is a proposed residential community located on the West side of County Road 13 and North of Greythorne Estates Subdivision. It will consist of 80 Single Family Lots on 39.9 Acres for a density of 2.0 units per acre. All lots will be accessed by proposed standard streets that will be dedicated to The City of Fairhope. The development consists of two parcels under separate ownership, both of which will be conveyed to the developer upon approval of the development by the City of Fairhope. 3 | Page Parcel Legal Descriptions – Ownership Parcel 1 05-46-08-34-0-000-011.000 The South Half of the Southwest Quarter of the Northwest Quarter (S 1/2 of SW 1/4 of NW 1/4) of Section 34, Township 6 South, Range 2 East, containing 20 acres, more or less SUBJECT, HOWEVER, TO THE FOLLOWING: Right of Way granted Baldwin County recorded in Instrument No. 723600 and Instrument No. 724370 Ownership: JOHN WATKINS AND VAUGHN STREET AS TRUSTEES OF STREET LIVING TRUST 8980 CO RD 32 FAIRHOPE, AL 36532 Parcel 2 05-46-08-34-0-000-007.003 The South Half of the Southeast Quarter of the Northwest Quarter, Section 34, Township 6 South, Range 2 East, Baldwin County, Alabama (Description copied from Warranty Deed With Vendor's Lien Retained dated February 5, 2002 and recorded at Instrument Number 641971, furnished by client). Ownership: SONNY HILL, LLC PO BOX 91206 MOBILE, AL 36691 ___________________________________________________________________________________________ Developer The property is being developed by: Breland Homes Coastal 9949A Bellaton Avenue Daphne, AL 36526 251-979-4329 Both properties will be conveyed to developer upon approval of Preliminary Plat and Plans. 4 | Page Neighborhood Character Within one mile of the Green Fields development, there are several Neighborhoods including Greythorne Estates and Millers Crossing. To our west, across County Road 13, is the 113 acres recently purchased by the City of Fairhope. Within a mile of the development, there are several large residential parcels, Sariceno’s Restaurant, Dollar General, J. Larry Newton School, several churches, a mobile home park and a mobile home subdivision. The proposed residential development proposed with our Green Fields plan is a suitable use considering these surrounding uses. FIGURE 5A Relative Density 5 | Page The proposed single family lots in Green Fields consist of lots 80 feet wide and 140 feet deep. Similarly, the lots in neighboring Greythorne Estates and Millers Crossing are 75 feet and 80 feet, respectively. These neighborhoods range in density from 2.55 to 2.9 units per acre for an average density of 2.7 units per acre. Our proposed density is 2.0 units per acre which is in keeping with these developments in both density and lot size. Comprehensive Plan This property and the most of surrounding properties are recommended for Residential use by the “Preferred Land Use Plan” as outlined in the 2015 Comprehensive Plan. Our development is in harmony with the Comprehensive Plan. FIGURE 7A Preferred Comprehensive Plan 6 | Page Development Timeline Developer hopes to obtain approvals for Planned Unit Development by January 2022, and Preliminary Plat by February 2022. Green Fields will have an estimated construction completion time of 12 months, with anticipated build-ready lots by February 2023. Home Ownership Homes will be privately owned with no anticipated leasing. Builders shall have the right to use a House as a “model home” and to operate a sales office from such model home with the prior written approval of the Architectural Review Committee. Land Use 100% of the single family lots will be privately owned, single family residential. The Common Areas will remain private and will be solely for the use and enjoyment of the Green Fields residents. Maintenance of the Common Areas shall be the responsibility of the Home Owners Association. Streets will be constructed to City Standards and will be dedicated to the City upon final inspection and acceptance. Lots Typical lots in Green Fields will be a minimum of 80 feet wide and 140 feet deep. Building Setbacks proposed are 30 feet front and rear, and 10 feet side. Street side corner setbacks will be 20 feet. These requested setbacks are identical to nearby Miller’s Crossing. 7 | Page Greenspace The site will have 9.56 acres of greenspace, or 24% of total site. This exceeds the 15 % required based on Greenspace Density Calculations as shown on our plan. FIGURE 10A Utilities Based on conversations with Fairhope Utilities, they will provide Water and Sewer for Green Fields. Baldwin EMC will provide Power and AT&T will provide telecommunications for the development. Pedestrian Circulation Sidewalks, 5 feet wide, will be constructed on both sides of all streets. A crushed asphalt trail system for accessing Open Space will be constructed as shown below. 8 | Page Lighting Streetlights will be standard Acorn style lights, 18 feet high, at a maximum of 300 foot spacing along sidewalks. Accessory Structures / Equipment Accessory structures will be permitted as per standard residential zoning regulations regarding location, percentage of coverage, and setbacks from property lines. Exterior AC units and generators (if elected) will be screened from street by landscaping. Fencing Fencing will not be constructed with initial construction. Individual Owners may elect to install fencing. Walls or fences constructed or erected on any Lot shall be of ornamental iron, wood, black painted metal or masonry construction. No wall or fence shall be constructed from the front property line to the rear corners of the House. No fences may be constructed without the prior written approval of the Architectural Control Committee. Typical Homes Single Family Houses Maximum building height will be 30 feet as per standard City of Fairhope requirements for all lots. Maximum lot coverage by principal structure will be 37% similar to R-2 zoning. Sample house plans and elevations are included as Appendix A to provide an overall sense of the quality of the homes proposed. These house plans, elevations, and materials may be slightly modified to ensure uniqueness of each home in the neighborhood. Exterior materials will consist of brick, hardie board, wood and vinyl eaves. Driveways will be concrete. Minimum house size will be 1800 square feet with a 2 car garage. Parking Parking will be provided for each residence with construction of the homes. A minimum of 3 spaces shall be provided for each residence including driveways and garages. =========================================================================================== APPENDIXES A Typical Homes B Landscape Plans C Restrictive Covenants ==================================================================================== ATTACHMENTS Sht 1 of 4 PUD Master Plan Sht 2 of 4 Boundary Survey Sht 3 of 4 Pedestrian Plan Sht 4 of 4 Greenspace Plan 0.3 AC0.3 AC1.59 AC5.2 AC1.65 AC(30% of Pond)0.12 AC0.4 AC(30% of Pond)(30% of Pond)0.3 AC0.3 AC1.59 AC5.2 AC1.65 AC(30% of Pond)0.12 AC0.4 AC(30% of Pond)(30% of Pond)ETTRANSFORMER75' Typ.HWY CONST. SETBACKParcel Number: 05-46-08-34-0-000-010.000PIN: 41091Owner Name: STREET, CLIFFORD M ETUX JEAN DAddress: 8370 CO RD 34City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-007.002PIN: 55266Owner Name: STREET, WILLIAM E ETUX ELIZABETHAddress: 8198 CO RD 34City: FAIRHOPEState: ALZip: 3653205-46-08-34-0-000-017.005PIN: 6950305-46-08-34-0-000-017.008PIN: 105145SONNY HParcel Number: 05-46-08-34-0-000-012.000PIN: 41071Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-013.000PIN: 71707Owner Name: STREET, HAROLD J ETAL STREET, CATHYM ASAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-014.000PIN: 71704Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 365320TY9495969798991001011021031041051061071081091101111121131141151261279192937980818205-46-08-34-0-000-018.000PIN: 3216(30(30CO. RD 13BANKHEADBLVDCLAYTONDRABINGDONLANEGREYTHORNE ESTATES SUBSLIDE 2330-A THRU 2330-D2.55 Units per AcreBANKHEADBLVD50 FT. R/WGREEN FIELDSDR.50 FT. R/WCALYPSODR.DAMSELDR.F A I R H O P EC O R P.L I M I T SPark123456789101112131415161718 1920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980ParkPark(Active)(Passive)(Active)(Passive)Bridge over Wetlands80'(min)140'(min)30' BSL30' BSL10' BSL (TYP)080160CivilEngineering& SurveyingGreenspace Req'd.Greenspace (30% of Ponds)Total Greenspace15% (5.98 Ac)0.72 Ac9.56 Ac. (24.0%)Greenspace Summary80 lots / 31.53 Ac.2.54 /AcArea for G.S. Calculation31.53 Ac(-) R/W, Ponds, Wetlands-8.37 AcTotal Site Area39.9 AcGreenspace Open8.84 AcGreen FieldsGreenspace PlanTypical LotSht 5 of 5 ETTRANSFORMER0.3 AC0.3 AC1.59 AC5.2 AC1.65 AC(30% of Pond)0.12 AC0.4 AC(30% of Pond)(30% of Pond)75' Typ.HWY CONST. SETBACK0.3 AC1.59 AC5.2 AC1.65 AC(30% of Pond)0.12 AC0.4 AC(30% of Pond)HWY CONST. SETBACKCO. RD 13BANKHEADBLVDCLAYTONDRABINGDONLANEGREYTHORNE ESTATES SUBSLIDE 2330-A THRU 2330-D2.55 Units per AcreBANKHEADBLVD50 FT. R/WGREEN FIELDSDR.50 FT. R/WCALYPSODR.DAMSELDR.F A I R H O P EC O R P.L I M I T SPark123456789101112131415161718 1920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980ParkPark(Active)(Passive)(Active)(Passive)Bridge over WetlandsParcel Number: 05-46-08-34-0-000-010.000PIN: 41091Owner Name: STREET, CLIFFORD M ETUX JEAN DAddress: 8370 CO RD 34City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-007.002PIN: 55266Owner Name: STREET, WILLIAM E ETUX ELIZABETHAddress: 8198 CO RD 34City: FAIRHOPEState: ALZip: 3653205-46-08-34-0-000-017.005PIN: 6950305-46-08-34-0-000-017.008PIN: 105145SONNY HParcel Number: 05-46-08-34-0-000-012.000PIN: 41071Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-013.000PIN: 71707Owner Name: STREET, HAROLD J ETAL STREET, CATHYM ASAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-014.000PIN: 71704Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 365320TY9495969798991001011021031041051061071081091101111121131141151261279192937980818205-46-08-34-0-000-018.000PIN: 3216080160CivilEngineering& SurveyingGreen FieldsPedestian PlanSht 4 of 5Crushed Asphalt TrailCrushed Asphalt Trail5 Ft. Sidewalk (Typ) CO. RD 13Park3212345678910 11 1213 14 1516 17 18 1920 21 2223 2425262728293031343337353638394041424443464549474850515552535456595758646061626366656867697071727374757677787980ParkParkTREESCODEQTYBOTANICAL NAMECOMMON NAMECONTCALHTREMARKSLN 3 LAGERSTROEMIA INDICA `NATCHEZ` `NATCHEZ` CRAPE MYRTLE 30 GAL 8`-10` MINIMUM 3 TRUNKS; FULL HEADLT 18 LIRIODENDRON TULIPIFERA TULIP TREE CONT. OR B & B 2" 8`-10` FULL HEAD, SPECIMEN QUALITYQP 172 QUERCUS PHELLOS WILLOW OAK CONT. OR B & B 2" 8`-10` FULL HEAD, SPECIMEN QUALITYQV 36 QUERCUS VIRGINIANA SOUTHERN LIVE OAK CONT. OR B & B 2" 8`-10` FULL HEAD, SPECIMEN QUALITYTD 19 TAXODIUM DISTICHUM BALD CYPRESS CONT. OR B & B 2" 8`-10` FULL HEAD, SPECIMEN QUALITYPLANT SCHEDULE©00 100' 200'N O R T HLANDSCAPE PLANTING PLAN1GENERAL NOTESMULTI-TRUNK TREE STAKINGxx3STAKING DETAILPLANT PIT DETAILTREE PLANTING - GUY STRAPSPECIFIED PLANTINGMIX. WATER AND TAMPTO REMOVE AIRPOCKETS.TRENCH EDGERE: DETAILTENSION BAR1" GUYLINEWEBBINGARROWHEADANCHORKEEP TURF CLEAR FOR A 24"RADIUS CIRCLE AROUND THETREE - MULCH WITH A 3"THICK LAYER OF SHREDDEDBARK.SET ROOTBALL CROWN 1 1/2" HIGHERTHAN THE SURROUNDING FINISHEDGRADE. SLOPE BACKFILL AWAY FROMROOTBALL FOR POSITIVE DRAINAGEKEEP MULCH 2" - 3"FROM BASE OF TREEMULCH WATER WELLAREA TO 3" DEPTH.ARBORGUY TREE ANCHORSYSTEM, INSTALL APPROPRIATEMODEL PER MANUFACTURUER'SINSTRUCTIONSFINISHEDGRADEEXISTING SUBSOILROOTBALL3" HIGH WATERWELL AT SHRUBAREAFINISHED GRADEAT SHRUBSROOTBALL2X ROOTBALLROOTBALL +3"PLANTING ATSHRUB AREASFINISHED GRADEAT LAWNPLANTING ATLAWN AREAS4xxxxxxxxxxxxxxxxxxxxGENERAL PLANTING NOTES5DISPLAY FOUNTAINAERATOR BY SCOTTAERATOR, MODEL:DA-20, 2 HPDISPLAY FOUNTAINAERATOR BY SCOTTAERATOR, MODEL:DA-20, 2 HPDISPLAY FOUNTAINAERATOR BY SCOTTAERATOR, MODEL:DA-20, 2 HPENTRY FEATURE SIGNLOCATION, DESIGNWILL MEET FAIRHOPESIGN REGULATIONSBENCH SEATING AREASIDE VIEWFRONT VIEWTOP VIEW6' EXPANDED METAL BENCH2 ETTRANSFORMER0.3 AC0.3 AC1.59 AC5.2 AC1.65 AC(30% of Pond)0.12 AC0.4 AC(30% of Pond)(30% of Pond)75' Typ.CO. RD 13BANKHEADBLVDCLAYTONDRABINGDONLANEGREYTHORNE ESTATES SUBSLIDE 2330-A THRU 2330-D2.55 Units per AcreBANKHEADBLVD50 FT. R/WGREEN FIELDSDR.50 FT. R/WCALYPSODR.DAMSELDR.Parcel Number: 05-46-08-34-0-000-010.000PIN: 41091Owner Name: STREET, CLIFFORD M ETUX JEAN DAddress: 8370 CO RD 34City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-007.002PIN: 55266Owner Name: STREET, WILLIAM E ETUX ELIZABETHAddress: 8198 CO RD 34City: FAIRHOPEState: ALZip: 3653205-46-08-34-0-000-017.005PIN: 69503LAND HANDLER L L CP O BOX 1201POINT CLEAR AL 3656405-46-08-34-0-000-017.008PIN: 105145SONNY HILL L L CP O BOX 91206MOBILE AL 36691Parcel Number: 05-46-08-34-0-000-012.000PIN: 41071Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-013.000PIN: 71707Owner Name: STREET, HAROLD J ETAL STREET, CATHYM ASAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 36532Parcel Number: 05-46-08-34-0-000-014.000PIN: 71704Owner Name: STREET, HAROLD J ETAL STREET, CATHYM TRAddress: 8980 CO RD 32City: FAIRHOPEState: ALZip: 365329495969798991001011021031041051061071081091101111121131141151261279192937980818205-46-08-34-0-000-018.000PIN: 3216SONNY HILL L L CP O BOX 91206MOBILE AL 36691F A I R H O P EC O R P.L I M I T SPark1234567891011 12131415161718 1920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980ParkPark80'(min)140'(min)30' BSL30' BSL10' BSL (TYP)Greenspace Req'd.Greenspace (30% of Ponds)Total Greenspace15% (5.98 Ac)0.72 Ac9.56 Ac. (24.0%)Greenspace Summary80 lots / 31.53 Ac.2.54 /AcArea for G.S. Calculation31.53 Ac(-) R/W, Ponds, Wetlands-8.37 AcTotal Site Area39.9 AcGreenspace Open 8.84 AcOWNERDEVELOPER:CITY OF FAIRHOPECITY OF FAIRHOPEBALDWIN EMCAT&TELECTRIC SERVICE:TELEPHONE SERVICE:WATER SERVICE:SEWER SERVICE:John Albert Watkins Jr. andHilliard Vaughn Street III8980 Co Rd 32Fairhope, AL 36532LAND USE PERCENTAGESSingle Fam. LotsROWsProtected WetlandsPondsGreenspace (Dry)T O T A L22.17 Ac5.42 Ac1.07 Ac.2.40 Ac8.84 Ac.39.9 Ac55.5%13.6%2.7%6.0%22.2%100%Breland Homes Coastal9949A Bellaton AvenueDaphne, AL 36526UTILITY PROVIDERSSonny Hill, LLCPO Box 91206Mobile, AL 36691(PPIN 41079)OWNER(PPIN 55265)ADJACENT PROPERTY OWNERS IN GREYTHORNE ESTATES::LOT 9405-46-08-34-0-000-017.114PIN: 288900SHARPE, TRACY L17520 ABINGDON LNFAIRHOPE AL 36532LOT 9505-46-08-34-0-000-017.115PIN: 288901MAYFIELD, STANLEY17530 ABINGDON LNFAIRHOPE AL 36532LOT 9605-46-08-34-0-000-017.116PIN: 288902KREEK, JOSE E ETAL LAWRENCE, JESSICA L17542 ABINGDON LNFAIRHOPE AL 36532LOT 9705-46-08-34-0-000-017.117PIN: 288903PEEPLES, LYNN17560 ABINGDON LNFAIRHOPE AL 36532LOT 9805-46-08-34-0-000-017.118PIN: 288904BROWN, JOHNNY M ETAL BROWN, BARBARA17527 BANKHEAD BLVDFAIRHOPE AL 36532LOT 9905-46-08-34-0-000-017.119PIN: 288905ROBERTS, CHARLES M ETAL ROBERTS, ALLYSON9381 CLAYTON DRFAIRHOPE AL 36532LOT 10005-46-08-34-0-000-017.120PIN: 288906STUCKEY, JULIAN-DOUGLAS DALTON ETAL STUC9365 CLAYTON DRFAIRHOPE AL 36532LOT 10105-46-08-34-0-000-017.121PIN: 288907HARPER, JOSEPH B ETAL HARPER, TRAE M9351 CLAYTON DRFAIRHOPE AL 36532LOT 10205-46-08-34-0-000-017.122PIN: 288908KOEHLER, CAMERON LEWIS ETAL KOEHLER, ALL9339 CLAYTON DRFAIRHOPE AL 36532LOT 10305-46-08-34-0-000-017.123PIN: 288909COLLINS, RAYMOND BARRETT ETAL CLARK, CAR9321 CLAYTON DRFAIRHOPE AL 36532LOT 10405-46-08-34-0-000-017.124PIN: 288910PATTERSON, RANDI R9860 SUBURBAN DRFAIRHOPE AL 36532LOT 10505-46-08-34-0-000-017.125PIN: 288911MAIER, KELLEY W ETUX JUANITA9301 CLAYTON DRFAIRHOPE AL 36532LOT 10605-46-08-34-0-000-017.126PIN: 288912BEASLEY, MICHELLE K TRUSTEE OR HER SUCCE9293 CLAYTON DRIVEFAIRHOPE AL 36532080160CivilEngineering& SurveyingGreen Fields80'x140'DENSITYCURRENT ZONINGREQ'D. ZONINGPATH TO APPROVAL802.0 / ACUnzoned / Fairhope ETJPlanned Unit DevelopmentAnnexation into FairhopeSTREETS4695 L.F.A PLANNED UNIT DEVELOPMENTTypical LotGREENSPACE9.56 AC (24%)PPIN #41079 & 55265TOTAL ACRES39.9 AC. ±SUMMARYAerial Overlay File No.: 33-21Plat Not Valid Without OriginalSeal and SignatureTYPE OF SURVEY:BOUNDARY & TOPOGRAPHICCLIENT:Scale: 1" = 60'MULLINS, LLCGRAPHIC SCALETelephone: 251-564-7295tbbailey@hotmail.com832 ARTILLERY RANGE WSPANISH FORT, ALABAMA 36527SURVEY PREPARED BY:Timothy Brandon Bailey, PLSSht 2 of 5 Plat Not Valid Without OriginalSeal and SignatureMULLINS, LLCBOUNDARY & TOPOGRAPHICTYPE OF SURVEY:Timothy Brandon Bailey, PLSSURVEY PREPARED BY:CLIENT:Scale: 1" = 60'File No.: 33-21Telephone: 251-564-7295tbbailey@hotmail.com832 ARTILLERY RANGE WSPANISH FORT, ALABAMA 36527GRAPHIC SCALESht 3 of 5 TYPICAL HOMES IN GREEN FIELDS 3296-A Elevation 3296-A Floorplan 3296-B Elevation 3296-B Floorplan 3159-A Elevation 3159-A Floorplan 3159-B Elevation 3159-B Floorplan 2828-A Elevation 2828-A Floorplan 2828-B Elevation 2828-B Floorplan 2503-A Elevation 2503-A Floorplan 2503-B Elevation 2503-B Floorplan 2338-A Elevation 2338-A Floorplan 2338-B Elevation 2338-B Floorplan ATO2155 OLD SHELL RDSuiteMOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com ATO2155 OLD SHELL RDSuiteMOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com October 21, 2021 David Diehl S. E. Civil Engineering 880 Holcomb Blvd. Fairhope, Alabama 36532 RE: Green Fields PUD Dear Mr. Diehl: This letter is in response to your request for information on the availability of service at the above proposed Subdivision by AT&T. This letter acknowledges that the above referenced Subdivision 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 October 22, 2021 David E. Diehl, PLS S.E. Civil, LLC 880 Holcomb Blvd Suite 2-F Fairhope, AL 36532 Re: Green Fields Subdivision (80 Lot Subdivision – Pin 41079 & 55265) Dear David Diehl: This letter is to confirm that the referenced development is in Baldwin E.M.C.’s service territory. Baldwin EMC is willing to service a portion of 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. 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/cl Subdivision: Green Fields Subdivision location: east of County Road 13 - Fairhope Requested by: David Diehl - S E Civil Email: ddiehl@secivileng.com Phone: 251-990-6566 Reservation valid through: 10-22-2022 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 GREEN FIELDS DRIVE DAMSEL DRIVE CALYPSO DRIVE Please feel free to contact our office with any questions or concerns. Signed: Samantha Roberts Date: 10-22-2021 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 FAIRHOPE ZONING ORDINANCE Article V: Special Districts. Section A and C through I omitted for simplicity. B. CBD – Central Business District Overlay 1. Intent – The Central Business District overlay is intended to preserve downtown Fairhope as the “Regional Village Center” and focal point for the City. The CBD overlay shall provide an environment for shopping, restaurant and entertainment, cultural and artistic institutions, offices, governmental functions, and residential uses. The CBD is intended to have a unique character in the City and serve the entire community by: • generating high levels of pedestrian and bicycle traffic; • providing a mix of uses; • create a focal point for activities throughout the City; • link to adjacent areas and areas throughout the City through a variety of modes of transportation; • strengthen non-automobile connections to adjacent neighborhoods; • buffer surrounding neighborhoods from any adverse impacts of activities in the CBD; and • provide small parks and trails. 2. Location and Size – The CBD overlay includes: From the southeast corner of the intersection of Oak Avenue and N. Church Street run east along the south side of Oak Avenue to a point on the east side of N. Section Street; one parcel on the north side of Oak Avenue from N. Section to the east end of Oak Avenue; one parcel on the east side of N. Bancroft Street from the north side of Oak Avenue to a point on the south side of Pine Avenue and along the east property line one parcel east of N. Bancroft Street; thence run east along the north property line of one parcel to a point; thence run south along the east property line to the south side of Equality Street; the west side of N. School Street from Equality Street to the south side of Stimpson Avenue; the south side of Stimpson Avenue to the east end of Stimpson Avenue; south to a point on the south side of Fairhope Avenue that is one parcel west of Mershon Street; one parcel on the south side of Fairhope Avenue from one parcel west of Mershon Street to the west side of S. School Street; to a point one parcel south of Morphy Avenue on the west of S. School Street; south to the west end of the unopened portion of right-of-way of Fels Avenue; along the north side of Fels Avenue from the northwest corner of the intersection of Fels Avenue and Oswalt Street to a point at the northeast corner of Fels Avenue and S. Church Street; north one parcel to a point one parcel south of Morphy Avenue; west to a point two lots west of S. Church Street; north to the north side of Morphy Avenue west to the northeast corner of the intersection of Morphy Avenue and S. Summit Street; along the east side of Summit Street to the southeast corner of the intersection of N. Summit Street and Magnolia Avenue; along the south side of Magnolia Avenue to the southeast corner of the intersection of Magnolia Avenue FAIRHOPE ZONING ORDINANCE and N. Church Street; along the east side of N. Church Street to the southeast corner of the intersection of N. Church Street and Oak Avenue. 3. Uses – All uses permitted in the underlying zoning district are allowed in the CBD Overlay, provided that uses of property shall meet the intent of the Comprehensive Plan and Section E.1 of this Article. Any future rezoning in the CBD overlay may be conditioned so that the goals and intent of the Comprehensive Plan and Article V., Section B.1. of the Zoning Ordinance are achieved. a. Rooftop Terraces shall be an allowed Accessory Use permitted on all lots zoned B-2, General Business District located within the CBD. The following standards shall apply to all Rooftop Terraces: (1) For the purpose of the Zoning Ordinance and this Section, a Rooftop Terrace shall not be considered a story. (2) Except as provided below in this Section, the height of all structures on or within a rooftop terrace shall not exceed forty feet (40’). (3) Elevators and stairwells, providing access to Rooftop Terrace, may be allowed to exceed forty feet (40’) by no more than five feet (5’); provided such elevators and stairwells and their associated mechanical equipment and enclosed areas shall not cover more than 7.5% of the total square footage of the rooftop and be located a minimum of ten feet (10’) from the edge of the roof. (4) Structures, other than those used for elevators and stairwells, may be opened or enclosed, but shall not cover more than 33% of the total square footage of the rooftop. (5) The outer boundary of a rooftop terrace shall be defined using a barrier meeting the City of Fairhope Building Code. The barrier shall be set back a minimum of five feet (5’) from the roof edge. 4. Dimension Standards – All dimension standards for the underlying districts shall apply in the CBD overlay except as follows: a. Non-residential buildings in the CBD shall be built at the right-of-way line, unless a courtyard, plaza or other public open space is proposed. b. No side-setback is required for non-residential buildings in the CBD, except that corner lots shall have the same building line on the side street as is on the front street. c. Building heights for all structures shall not exceed 40 feet or 3 stories. d. Parking – (1) No parking is required for non-residential uses in the CBD. If parking is provided, it shall be located behind the building, screened from public rights-of-way, and have a direct pedestrian connection to the primary building entrance of the public right-of-way. FAIRHOPE ZONING ORDINANCE (2) Dwelling units in the CBD shall provide the required parking. It shall be located behind the building, screened from public rights-of-way, and have a direct pedestrian connection to the primary building entrance of the public right-of-way. (3) Residential and office is encouraged on the upper floors of buildings; lower floors are encouraged to be retail or restaurants. e. Sidewalks shall be a minimum of eight feet (8’) in width for all new construction. This may be reduced, through the site plan approval process, upon satisfactorily demonstrating to the City Council that streetscape improvements constrain the site to the extent that eight feet (8’) is not feasible. In no case shall the sidewalk width be less than six feet (6’) in width. A written request must be made with accompanying justification statement and drawings for consideration of reduction in sidewalk width. FAIRHOPE ZONING ORDINANCE Article IX, Section C. Defined Terms Add the following definition: Rooftop Terrace: A outdoor amenity area located on the roof of a building. A rooftop terrace shall be accessory to the primary use of the building. Individually owned and operated businesses or venues shall not occupy a rooftop terrace. BI GCANO E RUNPLAINVIEW DRLAWRENCE RDNOBLEMANDRBLUEBERRY LNVERANDABLVD GIRBY AVHARNESSSTHOLLOWBROOKAV GAYFER RD EXT C A LIBRESTSTATE HWY 181STRATFORD STMOSLEY RD SALVADOR STMISSION TRC LINNRIDGEDRCOUN TRY WOODSDRSTATE HWY 104 VANCE LN PILLARS STJOHNDEERELNAT RIUMAV SHADY GROVELNHUCKNALL DRAYRSHIRE LNCATANIA AVTIFTONWAYPECANRIDGEBLVD HIGBEE RDRACHELMYERS LNORNATE AV City of Fairhope Planning Commission December 6, 2021 ¯BLUEBERRY LNLAWRENCE RDVERANDABL VDCALIBRE STCELEBRATION DR NAPLES AV TURIN AV HIGBEE RDSTATE HWY 104 JO HN DEERE LN MISSION TRC PILLARS STATRIUM AV CANYON DR CATANIA AVORNATE AV SD 21.46 - The Estates at the Verandas, Phase 1 Legend COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name: SD 21.46 The Estates at The Verandas Site Data: 178.5 acres Project Type: 15-Lot Final Plat Jurisdiction: Fairhope Planning Jurisdiction Zoning District: Unzoned County Planning District 14 PPIN Number: 64685 General Location: 3/8 mile east of SR 181 / SR104 intersection on south side of SR 104 Surveyor of Record: Victor L. Germain, PLS Dewberry Engineers, Inc. Engineer of Record: Justin Britt, PE Dewberry Engineers, Inc. Owner / Developer: Albert Corte, III Bruce A. Bigler School District: Fairhope East Elementary School Fairhope Middle and High Schools Recommendation: Approval with Conditions Prepared by: Mike Jeffries AS BUILT 09/27/2021 LALABAMA LALABAMA xxx111AS BUILT 09/21/2021 LALABAMA LALABAMA x6" CRUSHED AGGREGATE(COMPACTED TO 100%STANDARD PROCTOR)AS BUILT 09/21/2021 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 10+0011+0012+0013+0014+0015+0016+0016+97GALLERY BLVDGALLERY BLVDARIA AVEARIA 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 xGALLERY BLVD4113+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+00 11+00 12+00 13+00 14+00 14+77 10+0011+001234567891011121314LALABAMA LALABAMA FT060120DISTURBED AREA:WETLAND LINE30' WETLAND BUFFEREXISTING FENCE10' HORSE TRAILEASEMENT10' HORSE TRAILEASEMENT50.0' FUTURE ROW20.0' INGRESS/EGRESS EASEMENTFOR FIRE LANE ACCESSAS BUILT 09/21/2021 x x x x x x x x x x x x x x x x x11+00 12+00 13+00 14+00 15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00 26+00 27+00 27+75LALABAMALALABAMAFT060120WETLAND LINE30' WETLANDBUFFER50.0' FUTUREROW50.0' FUTUREROW50.0' FUTUREROWDISTURBED AREA:AS BUILT 09/21/2021 WW WMWML OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL x x x x x x x x x x x x x 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 BLVDBLVDARIA AVEARIA 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 xGALLERY BLVD41424344154510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHULxx xINSTALL TEMPORARY TURNAROUNDREMOVE WITH PHASE 230' WETLAND BUFFERWETLAND LINE1234567891011121314LALABAMA LALABAMA FT0 100 200 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x EXISTING FENCETO REMAIN W/ PHASE 1INSTALL 20 TON CLASS IIRIPRAP W/ FILTER FABRIC20.0' INGRESS/EGRESSEASEMENT11115' UTILITYEASEMENT5' SLOPEEASEMENTAS BUILT 09/21/2021 x x x x x x x x x x x x x x x x x x 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+00 11+00 12+00 13+00 14+00 15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00 26+00 27+00 27+75xx x30' WETLAND BUFFERWETLAND LINEINSTALL 20 TON CLASS IIRIPRAP W/ FILTER FABRICLALABAMA LALABAMA FT0 100 200EXISTING FENCE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xINSTALL 5 TON CLASS IIRIPRAP W/ FILTER FABRIC50.0' FUTUREROW50.0' FUTUREROW50.0' FUTUREROWINSTALL 10 TON CLASS IIRIPRAP W/ FILTER FABRIC111INSTALL CONCRETEWASHOUT (SEE DETAIL)AS BUILT 09/21/2021 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+97 GALLERY BLVDGALLERY BLVDARIA AVEARIA 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 xW GALLERY BLVD10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+0011+0012+0013+0014+0014+7710+00 11+00PIPE TABLEPIPE NAME12356789SIZEINSTALL 31 LF OF 18" RCPINLET ELEV: 91.83OUTLET ELEV: 91.66INSTALL 67 LF OF 18" RCPINLET ELEV: 90.00OUTLET ELEV: 88.00INSTALL 158 LF OF 18" HDPEINLET ELEV: 88.00OUTLET ELEV: 87.00INSTALL 42 LF OF 18" RCPINLET ELEV: 94.08OUTLET ELEV: 92.94INSTALL 39 LF OF 24" RCPINLET ELEV: 90.47OUTLET ELEV: 89.91INSTALL 33 LF OF 24" RCPINLET ELEV: 90.81OUTLET ELEV: 90.64INSTALL 65 LF OF 24" HDPEINLET ELEV: 84.98OUTLET ELEV: 84.00INSTALL 75 LF OF 18" HDPEINLET ELEV: 85.51OUTLET ELEV: 84.00PIPE NAME410112223SIZEINSTALL 230 LF OF 18" HDPEW/ SLOPE PAVED HEADWALLINLET ELEV: 87.00OUTLET ELEV: 79.00INSTALL 298 LF OF 30" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 88.00OUTLET ELEV: 83.21INSTALL 248 LF OF 30" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 80.00OUTLET ELEV: 78.00INSTALL 81 LF OF 18" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 94.36OUTLET ELEV: 92.47INSTALL 23 LF OF 24" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 96.36OUTLET ELEV: 96.2593.8992.23STRUCTURE TABLEID NO.ABEFHDETAILSINSTALL YARD INLETSTA: 16+61.00 - ARIA AVETHROAT = 94.83INVERT = 91.83PIPE 1 - INV OUT = 91.83INSTALL YARD INLETSTA: 16+61.00 - ARIA AVETHROAT = 94.83INVERT = 90.00PIPE 1 - INV IN = 91.66PIPE 2 - INV OUT = 90.00INSTALL YARD INLETSTA: 48+55.00 - GALLERY BLVDTHROAT = 94.80INVERT = 90.81PIPE 7 - INV OUT = 90.81INSTALL YARD INLETSTA: 48+55.00 - GALLERY BLVDTHROAT = 94.72INVERT = 84.98PIPE 7 - INV IN = 90.64PIPE 8 - INV OUT = 84.98INSTALL YARD INLETSTA: 43+41.91 - GALLERY BLVDTHROAT = 94.95INVERT = 85.51PIPE 12 - INV IN = 90.95PIPE 9 - INV OUT = 85.51STRUCTURE TABLEID NO.CDGDETAILSINSTALL JUNCTION BOXSTA: 10+43.61 - ARIA AVE - HAMMERHEADRIM = 91.92INVERT = 88.00PIPE 2 - INV IN = 88.00PIPE 3 - INV OUT = 88.00INSTALL JUNCTION BOXSTA: 12+68.12 - SWALE ARIM = 94.74INVERT = 87.00PIPE 3 - INV IN = 87.00PIPE 4 - INV OUT = 87.00INSTALL JUNCTION BOXSTA: 48+27.09 - GALLERY BLVDRIM = 88.81INVERT = 80.00PIPE 10 - INV IN = 83.21PIPE 11 - INV OUT = 80.0091.4991.4989.3990.7187.0787.07LALABAMA LALABAMA FT080160WETLAND LINE30' WETLANDBUFFERWETLAND LINE30' WETLANDBUFFEREXISTING 24" RCPINSTALLED 20 TONS CLASS IIRIPRAP W/ FILTER FABRIC1234567811121314EXISTING FENCETO REMAIN W/ PHASE 1INSTALLED ROADSIDE DITCHESSEE TYPICAL SECTIONS9WETLAND CROSSING FORPOTENTIAL DRIVEWAYWETLAND CROSSING FORPOTENTIAL DRIVEWAY10' HORSE TRAILEASEMENT10' HORSE TRAILEASEMENT10' HORSE TRAILEASEMENT20.0' INGRESS/EGRESSEASEMENTINSTALLED 10 TONS CLASS IIRIPRAP CHECK DAMW/ FILTER FABRICINSTALLED 10 TONS CLASS IIRIPRAP CHECK DAMW/ FILTER FABRICINCOMPLETE AS BUILT x x x x x x x x x x x x x x x x11+00 12+00 13+00 14+00 15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00 26+00 27+00 27+75PIPE TABLEPIPE NAME12356789SIZEINSTALL 31 LF OF 18" RCPINLET ELEV: 91.83OUTLET ELEV: 91.66INSTALL 67 LF OF 18" RCPINLET ELEV: 90.00OUTLET ELEV: 88.00INSTALL 158 LF OF 18" HDPEINLET ELEV: 88.00OUTLET ELEV: 87.00INSTALL 42 LF OF 18" RCPINLET ELEV: 94.08OUTLET ELEV: 92.94INSTALL 39 LF OF 24" RCPINLET ELEV: 90.47OUTLET ELEV: 89.91INSTALL 33 LF OF 24" RCPINLET ELEV: 90.81OUTLET ELEV: 90.64INSTALL 65 LF OF 24" HDPEINLET ELEV: 84.98OUTLET ELEV: 84.00INSTALL 75 LF OF 18" HDPEINLET ELEV: 85.51OUTLET ELEV: 84.00PIPE NAME410112223SIZEINSTALL 230 LF OF 18" HDPEW/ SLOPE PAVED HEADWALLINLET ELEV: 87.00OUTLET ELEV: 79.00INSTALL 298 LF OF 30" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 88.00OUTLET ELEV: 83.21INSTALL 248 LF OF 30" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 80.00OUTLET ELEV: 78.00INSTALL 81 LF OF 18" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 94.36OUTLET ELEV: 92.47INSTALL 23 LF OF 24" RCPW/ SLOPE PAVED HEADWALLINLET ELEV: 96.36OUTLET ELEV: 96.2593.8992.2390.7190.6490.64STRUCTURE TABLEID NO.ABEFHDETAILSINSTALL YARD INLETSTA: 16+61.00 - ARIA AVETHROAT = 94.83INVERT = 91.83PIPE 1 - INV OUT = 91.83INSTALL YARD INLETSTA: 16+61.00 - ARIA AVETHROAT = 94.83INVERT = 90.00PIPE 1 - INV IN = 91.66PIPE 2 - INV OUT = 90.00INSTALL YARD INLETSTA: 48+55.00 - GALLERY BLVDTHROAT = 94.80INVERT = 90.81PIPE 7 - INV OUT = 90.81INSTALL YARD INLETSTA: 48+55.00 - GALLERY BLVDTHROAT = 94.72INVERT = 84.98PIPE 7 - INV IN = 90.64PIPE 8 - INV OUT = 84.98INSTALL YARD INLETSTA: 43+41.91 - GALLERY BLVDTHROAT = 94.95INVERT = 85.51PIPE 12 - INV IN = 90.95PIPE 9 - INV OUT = 85.51STRUCTURE TABLEID NO.CDGDETAILSINSTALL JUNCTION BOXSTA: 10+43.61 - ARIA AVE - HAMMERHEADRIM = 91.92INVERT = 88.00PIPE 2 - INV IN = 88.00PIPE 3 - INV OUT = 88.00INSTALL JUNCTION BOXSTA: 12+68.12 - SWALE ARIM = 94.74INVERT = 87.00PIPE 3 - INV IN = 87.00PIPE 4 - INV OUT = 87.00INSTALL JUNCTION BOXSTA: 48+27.09 - GALLERY BLVDRIM = 88.81INVERT = 80.00PIPE 10 - INV IN = 83.21PIPE 11 - INV OUT = 80.0091.4991.4989.5390.7187.0787.0794.6294.5194.8694.7194.7194.71LALABAMA LALABAMA FT080160POND 1TOP ELEV: 94.00100 YR H.W. 91.52NORM. WATER ELEV: 88.00BOTTOM ELEV: 84.00WETLAND LINE30' WETLANDBUFFERINSTALLED 5 TON CLASS IIRIPRAP W/ FILTER FABRICINSTALLED 5 TON CLASS IIRIPRAP W/ FILTER FABRIC50.0' FUTUREROW50.0' FUTUREROW50.0' FUTUREROWINSTALLED 10 TON CLASS IIRIPRAP W/ FILTER FABRICINSTALLED 20 TON CLASS IIRIPRAP W/ FILTER FABRICINCOMPLETE AS BUILT 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00WW WM OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OH U L OHU L OH U L OHU L OH U L OHU L OH U L OHU L OHU L OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OH U L OHU L OHU L OHU L OH U L OHU L OHU L OHU L OHU L OH U L OHU L OH U L OHU L OH U L OHU L OH U L OHU L OH U L OHU L OH U L OHU L OHU L OH U L OHU L OH U L OHU L OH U L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHU OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL x x x x x x x x x x x x x 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+00 11+00 12+00 13+00 14+00 15+00 16+00 16+97 GALLERY BLVDGALLERY BLVDARIA AVEARIA 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 xW GALLERY BLVD101234781112131495610+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU L OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL10+00 ABCDEFLALABAMA LALABAMA FT060120EXISTING OVER HEADPOWER LINEEXISTING OVER HEADPOWER LINEEXISTING POWER LINETO BE REMOVEDEXISTING 6" WATER MAININSTALLED 6"x8" M.J.TAPPING VALVE & SLEEVEINSTALLED FIRE HYDRANTASSEMBLYINSTALLED (2) 45°8" M.J. BENDSINSTALLED FIRE HYDRANTASSEMBLYINSTALLED 8" PVCWATER MAININSTALLED 8" PVCWATER MAININSTALLED 8" PVCWATER MAININSTALLED 18 LF 8" DI WATER MAIN,8" M.J. GATE VALVE, 8" M.J. PLUG, &FIRE HYDRANT ASSEMBLYINSTALLED 8"x6" M.J. TEE,6" M.J. GATE VALVE,& 8" M.J. GATE VALVEINSTALLED 6" M.J. 90° BEND &6" M.J. GATE VALVEINSTALLED 65 LF 6" DI WATERMAIN, 6" M.J. PLUG, &FIRE HYDRANT ASSEMBLYINSTALLED WATER SERVICE(TYPICAL)INSTALLED WATER SERVICE(TYPICAL)INSTALLED 6" PVCWATER MAINWETLAND LINE30' WETLANDBUFFERWETLAND LINE30' WETLANDBUFFERINSTALLED FIRE HYDRANTASSEMBLYEXISTING 6" WATER MAININSTALLED FIRE HYDRANTASSEMBLY20.0' INGRESS/EGRESSEASEMENTINSTALLED WATER SERVICE(TYPICAL)INSTALLED 40 LF - 6" DIWATER MAIN W/ 12"HDPE ENCASEMENTINSTALLED 30 LF - 12"HDPE ENCASEMENTUNDER ROADWAYRELOCATED OVER HEADPOWER LINERELOCATED OVER HEADPOWER LINEAS BUILT 09/21/2021 WAGALLERY BLVDBDW CFELALABAMA LALABAMA AS BUILT 09/21/2021 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+97 GALLERY BLVDGALLERY BLVDARIA AVEARIA 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 xW GALLERY BLVD10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+00 11+00 ABCDEFLALABAMA LALABAMA FT080160WETLAND LINE30' WETLANDBUFFERWETLAND LINE30' WETLANDBUFFEREXISTING FENCETO REMAIN W/ PHASE 110' HORSE TRAILEASEMENT10' HORSE TRAILEASEMENT10' HORSE TRAILEASEMENT14789131211321456INSTALLED STOP SIGN &(2) STREET SIGNSINSTALL STREET LIGHTBY OTHERSINSTALL STREET LIGHTBY OTHERSINSTALLED STOP SIGN &(2) STREET SIGNSINSTALL STREET LIGHTBY OTHERSINSTALL STREET LIGHTBY OTHERSINSTALL STREET LIGHTBY OTHERSINSTALL STREET LIGHTBY OTHERSINSTALLED "FUTURETHROUGH STREET" SIGN20.0' INGRESS/EGRESSEASEMENT5'-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 END OF ROAD SIGNINSTALLED STOP BAR(CLASS 2 TYPE A)AS BUILT 09/21/2021 SUBMITTED 12/10/2020 1 SD 21.46 Estates at the Verandas Subdivision – December 6, 2021 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 15-lot subdivision located 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 January 2021 Planning Commission meeting (Case number SD 20.54.) 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; x 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 Cityincluding but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; x Meets c. The proposed subdivision is not consistent with these Regulations; x Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; x Meets 2 SD 21.46 Estates at the Verandas Subdivision – December 6, 2021 e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” x Meets Follow-Up Activities Required by Staff and the Applicant: x Copy of the recorded plat x Copy of the recorded O&M Agreement x 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 21.46 Estates at the Verandas Subdivision final plat with the following conditions: 1. Add Engineers Certificate of approval to plat. 2. Landscaping buffer around detention pond shall be installed as required by the condition of approval of preliminary plat. 3. Provide verification Baldwin County Highway Department comments have been satisfied. 4. Complete required follow up activities. ORCHARD DR FAIRHOPE AV GAYFER AVJANDR N INGLESIDE STF AIR WO O D B LV D P A T LYNNDRKURLAN E S T BLUE ISLAND AVMYRTLE STJASMINE AVCAMELLIACTTULIP TERMAPLE STP A R K DR EDWARDS AV CENTRAL BLVD ESTELLA ST INGLESIDETERRACE CIRWINN AV RONFORTH STSTIMPSON AV GRAND BLVDEQUALITY ST MARCA CT ASHLEY DRWOODGROVE CIR BAYOUDR SIMON STWESTLEY STGREEN BRIER LN M A R S IM D R SPRING DRLINCOLN STCity of Fairhope Planning Commission December 6, 2021 ¯ASHLEY DRWINN AV KURLANE ST BLUE ISLAND AVSD 21.50 - Hermitage Court Resubdivision Legend COF Corp. Limits B-1 - Local Shopping District B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-4 - Low Density Multi-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name: Hermitage Court Site Data: +/- 4.40 Project Type: 8-Lot Final Plat Jurisdiction: Fairhope Planning Jurisdiction Zoning District: PUD PPIN Number: 77742 General Location: West side of Blue Island Avenue just south of Winn Avenue Surveyor of Record: David Diehl, SE Civil Engineer of Record: Larry Smith, SE CIVIL Owner / Developer: FST Blue Island 2021, LLC School District: Fairhope West Elementary, Middle, High School Recommendation: Approval with conditions Prepared by: Mike Jeffries 1 SD 21.50 Hermitage Court Subdivision – December 6, 2021 Summary of Request: The owner and applicants are FST, Blue Island 2021, LLC and 68V Paydirt, LLC. SE Civil is the engineering firm for the project. This application is for an 8-lot subdivision located on Blue Island Avenue just south of Winn Avenue. The property is currently zoned PUD which has a site plan that this development had to be built in substantial conformance to. The preliminary plat was approved at the November 2020 Planning Commission meeting (Case number SD 19.39.) Excerpts of the site data table is included below: Comments: - Final plat must be recorded within 60 days after the date of final approval. - Sidewalks and street trees not installed have a performance bond and performance bond agreement to be installed within two years. - The engineer has provided his engineers certificate for the design and construction of the improvements constructed for the 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; x Meets 2 SD 21.50 Hermitage Court Subdivision – December 6, 2021 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; x Meets c. The proposed subdivision is not consistent with these Regulations; x Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; x Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” x Meets Follow-Up Activities Required by Staff and the Applicant: x Copy of the recorded plat x Copy of the recorded O&M Agreement x 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 21.50 Hermitage Court Subdivision final plat with the following conditions: 1. Add PUD Ordinance # 1698 to site data table. 2. Complete required follow up activities. Common Area 1Green Space 0.42 ac.(G.S.)Detention1234678BLUE ISLAND ST. 66 FT. R/WHERMITAGE COURT 50 FT. PUBLIC R/W5WINN ST.Common Area 2Common Area 39440 FT. R/W 0.33 ac.(G.S.)Civil (251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDED1120190510-PUD201905101"=30'CHKD. DEDDRAWNRDC015306030 SCALE68V PAYDIRT, LLCBOUNDARY & SUBDIVISIONLEGEND:SURVEYOR'S NOTES:SURVEYOR'S CERTIFICATEFLOOD STATEMENTCERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER):CERTIFICATE OF LEASEHOLD OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE (SEWER):VICINIY MAPA PLANNED UNIT DEVELOPEMENTA RESUBDIVISION OF LOT 2HERMITAGE COURT UNIT ONE (SLIDE 1092-A)SITEGENERAL NOTES:GREEN SPACE DENSITY CALCULATION 4.40 TOTAL GROSS ACRES-1.08 RIGHT-OF-WAY & DETENTION AREA 3.32 ACRES8/3.32 = 2.41 UNITS PER ACRE (G.S. DENSITY) 15% REQUIREDOWNERFAIRHOPE AL 36532FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE.DEVELOPER:SPANISH FORT AL 3652768V PAYDIRT, LLC29891 WOODROW LANE, SUITE 300PARCEL NO.: 05-46-04-17-1-000-066.501HERMITAGE COURT RESUBDIVISIONQUALIFYING GREEN SPACE CALCULATION0.42 COMMON AREA 10.01 COMMON AREA 20.33 COMMON AREA 3 (EXCLUDES POND)0.76 TOTAL ACRES (17% OF TOTAL SITE)15,760 SFP.U.D.0.86 AC8582 LFCITY OF FAIRHOPECITY OF FAIRHOPECITY OF FAIRHOPEAT&T4.40 AC19,542 SF14,474 SF35 FEET35 FEET10 FEET20 FEETREQUIRED SETBACKS:ELECTRIC SERVICE:TELEPHONE SERVICE:NUMBER OF LOTS:LIN. FT. STREETS:CURRENT ZONING:REAR:WATER SERVICE:SEWER SERVICE:SIDE STREET:SIDE:FRONT:TOTAL AREA:COMMON AREAS:LARGEST LOT:SMALLEST LOT:AVG LOT:14,000 SFMINIMUM LOT:GREENSPACE MAINTENANCELESSEECERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTORCERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (ELECTRIC):CERTIFICATE OF APPROVAL BY AT&T (TELEPHONE):ENGINEER'S CERTIFICATECERTIFICATE OF APPROVAL BY E-911 ADDRESSING:SPANISH FORT AL 36527FST BLUE ISLAND 2021, LLC29891 WOODROW LANE, SUITE 300 AS-BUILT CONSTRUCTION PLANSTABLE OF CONTENTSC01COVERGRADING & DRAINAGE PLANCONSTRUCTION DETAILSVICINITY MAPN.T.S.forCONTACTSLEGAL DESCRIPTIONCONSTRUCTION DETAILSC03C04HERMITAGE COURT PLAN & PROFILEC07C08EROSION & SEDIMENT CONTROL PLANBLUE ISLAND STREETFAIRHOPE, ALABAMAPLANNING/ZONING DEPARTMENTCITY OF FAIRHOPEMR. HUNTER SIMMONS555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003PUBLIC WORKSCITY OF FAIRHOPEMR. RICHARD JOHNSON, PE555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003ELECTRICAL DEPARTMENTCITY OF FAIRHOPEMR. JEREMY MORGAN555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003GAS DEPARTMENTCITY OF FAIRHOPEMR. TERRY HOLMAN555 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 36532251-928-8003Developer:68V Pay Dirt, LLC29891 Woodrow Lane, Suite 300Spanish Fort, AL 36527251-625-1198CONSTRUCTION DETAILSCONSTRUCTION DETAILSC09C10FINAL PLAT1 of 1C05 UTILITY PLANC06PEDESTRIAN CIRCULATION & STREET LIGHT PLANC11RKnow what'sbelow.before you dig.CallENGINEER'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 Engineer October 26th, 2021Name of Project to which this Certificate Applies: Hermitage Court SubdivisionPlans which are certified consist of Pages Cover Sheet thru Sheet C14.LOT 2, HERMITAGE COURT UNIT ONE, AS SHOWN BY MAP OR PLAT THEREOFRECORDED AT SLIDE 1092-A, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA.SITE PLANC02CONSTRUCTION DETAILSSITECivil Engineering& Surveying880 HOLCOMB BLVDSUITE 2FFAIRHOPE, AL 36532251-990-6566Hermitage Court ResubdivisionA Resubdivision of Lot 2Hermitage Court Unit One (Slide 1092-A)Blue Island StreetFairhope, AL 36532C12SANITARY & STORM SEWER PROFILESCONSTRUCTION DETAILSC13CONSTRUCTION DETAILSC14NO.REVISIONDATE APPR.REVISIONS0AS-BUILT SET10/26/2021 TLSAS-BUILT Common Area 1Green Space 0.42 ac.(G.S.)Detention1234678BLUE ISLAND ST. 66 FT. R/WHERMITAGE COURT 50 FT. PUBLIC R/W5WINN ST.Common Area 2Common Area 39440 FT. R/W 0.33 ac.(G.S.)Civil (251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDED1120190510-PUD201905101"=30'CHKD. DEDDRAWNRDC015306030 SCALE68V PAYDIRT, LLCBOUNDARY & SUBDIVISIONLEGEND:SURVEYOR'S NOTES:SURVEYOR'S CERTIFICATEFLOOD STATEMENTCERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER):CERTIFICATE OF LEASEHOLD OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE (SEWER):VICINIY MAPA PLANNED UNIT DEVELOPEMENTA RESUBDIVISION OF LOT 2HERMITAGE COURT UNIT ONE (SLIDE 1092-A)SITEGENERAL NOTES:GREEN SPACE DENSITY CALCULATION 4.40 TOTAL GROSS ACRES-1.08 RIGHT-OF-WAY & DETENTION AREA 3.32 ACRES8/3.32 = 2.41 UNITS PER ACRE (G.S. DENSITY) 15% REQUIREDOWNERFAIRHOPE AL 36532FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE.DEVELOPER:SPANISH FORT AL 3652768V PAYDIRT, LLC29891 WOODROW LANE, SUITE 300PARCEL NO.: 05-46-04-17-1-000-066.501HERMITAGE COURT RESUBDIVISIONQUALIFYING GREEN SPACE CALCULATION0.42 COMMON AREA 10.01 COMMON AREA 20.33 COMMON AREA 3 (EXCLUDES POND)0.76 TOTAL ACRES (17% OF TOTAL SITE)15,760 SFP.U.D.0.86 AC8582 LFCITY OF FAIRHOPECITY OF FAIRHOPECITY OF FAIRHOPEAT&T4.40 AC19,542 SF14,474 SF35 FEET35 FEET10 FEET20 FEETREQUIRED SETBACKS:ELECTRIC SERVICE:TELEPHONE SERVICE:NUMBER OF LOTS:LIN. FT. STREETS:CURRENT ZONING:REAR:WATER SERVICE:SEWER SERVICE:SIDE STREET:SIDE:FRONT:TOTAL AREA:COMMON AREAS:LARGEST LOT:SMALLEST LOT:AVG LOT:14,000 SFMINIMUM LOT:GREENSPACE MAINTENANCELESSEECERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTORCERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (ELECTRIC):CERTIFICATE OF APPROVAL BY AT&T (TELEPHONE):ENGINEER'S CERTIFICATECERTIFICATE OF APPROVAL BY E-911 ADDRESSING:SPANISH FORT AL 36527FST BLUE ISLAND 2021, LLC29891 WOODROW LANE, SUITE 300 99 101 102 103 104 105 106 107104105106105106107 107106105 106 10104101102103102103104105106107108109110111 112 113 114 115 116 117 11711611511411311211110911010710810610510410310210197989910092 93 94 95969191 9493 95 96 97 98 95 96 9798 99100101102103 104 1021011009997989899100101103104105106100101 109110110111112 113 114 115 116103104105106107 108 1091021039910010192 93 94 95 96 97 98 100 Common Area 1Green Space 0.42 ac.BLUE ISLAND ST. 66 FT. R/W(10%)XX X XXXXXXXXXXXXXXXXXXGRAVELMETALFENCEASPHALTPOSTS FOR FENCEUNDER CONSTRUCTIONN89°06'44"W 497.01'N89°23'42"W 496.93'(R)S00°07'32"W 189.31'S00°01'05"E 189.33'(R)N89°11'24"W 135.96'N89°23'42"W 136.10'(R)S00°01'05"E 140.00'(R)S00°10'13"W 139.93'N89°23'42"W 136.10'(R)N89°13'58"W 135.85'S00°07'32"W 140.00'S00°01'05"E 140.00'(R)1/2"CRS(26014)1/2"RBF1/2"CRS(26014)1/2"CRS(26014)S89°55'00"W 160.00'N00°06'09"E48.89'3/4"CTIF1/2"RBF0.6' WEST1/2"CRF(MOORE)1/2"CRF(MOORE)1/2"CRF (MOORE)76'10'NORTH 48.89'(R)S89°48'22"W 160.00'(R)5.5' EAST OF CORNERS89°44'25"E 633.04'S89°50'38"E 633.04' (R)1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE)4"X4"CMF1/2"CRF(26014)1/2"CRF(26014)1/2"CRF (26014)GRAVELASPHALT120.03'209.35'6.62'WINN ST. 40 F101.01'100.01'167.38'128.62'124.00'100.00'112.00'137.06'150.49'105.65'105.65'134.08'113.81'105.65'105.65'77.01'100.00'101.00'143.55'N00°10'13"E144.66'N00°10'13"E145.75'N28°48' 3 6 " W 128.81'N89°44'25"W145.98'N89°44'25"W145.74'S30°05'06"W117.57'S00°15'35"W137.00'S00°15'35"W137.00'S00°15'35"W137.00'80.01'15.00'50.00'50.00'10.00'100.00'10.00'45.00'N89°44'25"W 495.29'N00°15'35"E 120.00'60.00'60.00'Common Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532MOHLER, CLARA EVIE702 WINN AVEFAIRHOPE AL 36532DAUGHTRY, DIANE206 BLUE ISLAND AVEFAIRHOPE AL 36532ROSS, JOAN (LIFE ESTATE)114 ASHLEY DRFAIRHOPE AL 36532BARTER, EDWARD J & VERA A13 BUGLE RETREAT (MA)SPANISH FORT AL 36527BEEBE, ALLISON ECKERT ETALBEEBE, DANIEL118 ASHLEY DRFAIRHOPE AL 36532LUNDBERG, REBECCA DOOLEY ETVIRCARL G120 ASHLEY DRFAIRHOPE AL 36532GILBERT 1998 MANAGEMENTTRUST13714 A L CHESTERHOUSTON TX 77079TAYLOR, ROBERT PENDLETON ETALTAYLOR, RE253 BLUE ISLAND STFAIRHOPE AL 36532WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653117.05'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW W W WWWWW4 FT. HOGWIRE FENCE4 FT. CHAIN LINK FENCE ON-LINEFENCE ON-LINE5 FT. CHAIN LINKFENCE ON-LINE5 FT. CHAIN LINK3 FT. WOOD FENCEGG GGGG G G G G OHPOHPOHPOHPOHPOHPOHPOHPOHP C1C2 C3C4 ROLL CURB(TYP.) SEE DETAIL5' CONCRETE SIDEWALK(SEE DETAIL)STOP SIGN (R1-1) &STREET NAME SIGNSSAW CUT EXISTINGEDGE OF ASPHALT TOCREATE A CLEAN EDGEREMOVE EXISTINGROLL CURBINSTALL STREETLIGHT (TYP.)ASPHALT PAVING(SEE DETAIL)"SPEED LIMIT 20MPH" SIGN (R2-1)18'22'50'R25'R20'R25'18'T35' BSL35' BSL10' BSL10' BSL35' BSL35' BSL10' BSL10' BSL35' BSL35' BSL35' BSL35' BSL35' BSL35' BSL35' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL35' BSL 35' BSL35' BSL35' BSL 10' BSL10' BSL10' BSL10' BSL 35' BSL35' BSL0+001+002+003+004+004+951+200+001+00R20'HERMITAGE COURT 50 FT. R/WTTWELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653SHED CURB &CROSS SECTIONB (SEE DETAILS)FROM STATION0+00 TO 0+60CROSS SECTION A(SEE DETAILS)STA 0+00 THROUGHSTA 4+85CROSS SECTION A(SEE DETAIL)STA 0+60 THROUGHSTA 1+2012346785Common Area 3Detention398 SF5.00'SS120015306030 SCALESHEETC01TLSDRAWNDATESCALEJOB No.1"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallAS-BUILTSITE PLANCivil Engineering& Surveying880 HOLCOMB BLVDSUITE 2FFAIRHOPE, AL 36532251-990-65662019051010/26/21Hermitage CourtResubdivisionA Resubdivision of Lot 2Hermitage Court Unit One (Slide 1092-A)Blue Island StreetNO "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.15.16.17.PROPOSEDEXISTINGSITE PLAN LEGENDTRAFFIC CONTROL ARROWASPHALT PAVINGCONCRETE PAVINGROLL CURBCONTRACTOR 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.REFER TO THE LANDSCAPING PLANS FOR PLANTING LOCATIONS.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. THIS SITE IS ZONED R-1. PROPOSED ZONING R-2.NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE 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 NOTESAND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONSINSPECTIONS.SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.1.2.3.4.5.6.7.8.9.10.11.12.13.14.AS-BUILT10/26/2021 >>>>>>><<Common Area 1Green Space 0.42 ac.BLUE ISLAND ST. 66 FT. R/W(10%)XX X XXXXXXXXXXXXXXXXXXGRAVELMETALFENCEASPHALTPOSTS FOR FENCEUNDER CONSTRUCTIONGRAVELASPHALTCommon Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532MOHLER, CLARA EVIE702 WINN AVEFAIRHOPE AL 36532DAUGHTRY, DIANE206 BLUE ISLAND AVEFAIRHOPE AL 36532ROSS, JOAN (LIFE ESTATE)114 ASHLEY DRFAIRHOPE AL 36532BARTER, EDWARD J & VERA A13 BUGLE RETREAT (MA)SPANISH FORT AL 36527BEEBE, ALLISON ECKERT ETALBEEBE, DANIEL118 ASHLEY DRFAIRHOPE AL 36532LUNDBERG, REBECCA DOOLEY ETVIRCARL G120 ASHLEY DRFAIRHOPE AL 36532GILBERT 1998 MANAGEMENTTRUST13714 A L CHESTERHOUSTON TX 77079TAYLOR, ROBERT PENDLETON ETALTAYLOR, RE253 BLUE ISLAND STFAIRHOPE AL 36532WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX24"RCP24"RCPINV=102.2124"RCPINV=101.41INV=101.48INV=102.06PINE/24"OAK/24"OAK/23"PINE/38"PINE/29"PINE/28"OAK/21"OAK/30"OAK/24"OAK/22"OAK/26"OAK/22"PINE/36"OAK/21"OAK/39"OAK/24"OAK/20"OAK/34"PINE/31"PINE/31"OAK/27"OAK/25"OAK/26"OAK/39"OAK/20"PINE/30"OAK/20"OAK/21"OAK/22"OAK/26"4 FT. HOGWIRE FENCE4 FT. CHAIN LINK FENCE ON-LINEFENCE ON-LINE5 FT. CHAIN LINKFENCE ON-LINE5 FT. CHAIN LINK3 FT. WOOD FENCE15"RCP15"RCPINV=108.160+001+002+003+004+004+951+200+001+001051009898100101101104100100101 101103104 98949389949898100DI#A5GRATE=104.81INV OUT=101.21249LF - 36"RCP @ 1.61%145LF - 42"RCP @ 1.31%WI#A2THROAT=102.87INV IN=92.57(S)INV OUT=92.57(W)JB#A3TOP=99.47INV IN=94.47(E)INV IN=94.47(S)INV OUT=94.47(N)SWCB#A4TOP=106.79INV IN=98.93(S)INV OUT=99.15(W)165LF - 48"RCP @ 0.30%MES#A1INV OUT=92.07>>>>>>>>DWCB#C2TOP=101.38INV OUT=96.23(E)44LF - 1 5 " RCP @ 4 . 8 0 %DWCB#B3TOP=97.82INV OUT=95.21(N)DWCB#B2TOP=97.82INV IN=94.73(S)INV OUT=94.64(NW)25LF - 18"RCP @ 2.20%41LF - 24"RCP @ 1.27%MES#C1INV OUT=94.12MES#B1INV OUT=94.12928993MES#D1INV OUT=92.2343LF - 24"RCP @ 1.70%OCS#D2TOP=98.41INV OUT=92.96(N)HERMITAGE COURT 50 FT. R/WWELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653GRASS SWALE (LID)(TYP.) SEE DETAILEXTEND 15" RCPTO SWCB#A4WET POND (LID)NORMAL WATERSURFACEELEVATION OF94.00. POND TOHAVE ANAERATORSAFETY BENCHGRASS SWALE (LID)(TYP.) SEE DETAILGRASS SWALE (LID)(TYP.) SEE DETAIL12346785Common Area 3DetentionSTILLING BASINSEE DETAILWI#A6THROAT=100.92INV IN=96.92(S)INV OUT=96.92(W)120015306030 SCALESHEETC02TLSDRAWNDATESCALEJOB No.1"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallAS-BUILTGRADING & DRAINAGE PLANCivil Engineering& Surveying880 HOLCOMB BLVDSUITE 2FFAIRHOPE, AL 36532251-990-65662019051010/26/21Hermitage CourtResubdivisionA Resubdivision of Lot 2Hermitage Court Unit One (Slide 1092-A)Blue Island StreetPIPE 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. AREAS UNDER PAVEMENTS SHALL BE COMPACTED TO A MINIMUM 100% STANDARDGRADES 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.PROCTOR (ASSHTO T 99).12.13.14.15.16.17.18.19.CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE ENDOF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.20.TEMPORARY SEDIMENT BASIN FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONALPRIOR TO ANY OTHER CONSTRUCTION OR GRADING.21.ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.22.CONTRACTOR SHALL PROVIDE A SURVEYED AS-BUILT OF THE DEVELOPMENT.23.PROPOSEDEXISTINGGRADING & DRAINAGE PLAN LEGENDSTORM SEWER PIPINGJUNCTION BOX (JB)CONTOURSSPOT ELEVATIONXXX+ XXX.XXXXXXXX.XXHIGH POINTHPTYPE "S" 2- WING INLET (DWCB)DROP INLET (DI)WEIR INLET (WI)TYPE "S" 1- WING INLET (SWCB)PROPERTY LIES IN FLOOD ZONE "X" AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER01003C0644M, COMMUNITY NUMBER 010006, PANEL 0644, SUFFIX "M", DATED APRIL 19, 2019.JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.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 FOUROF 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.THE 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.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPESSTORM PIPE SHALL BE AS FOLLOWS:ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THEGRADING & 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.RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL.1.2.3.4.5.6.7.8.9.10.11. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR THE DEVELOPMENT OF THE SITE.CONTRACTOR SHALL PROVIDE A VIDEO OF THE STORM SYSTEM.24.MITERED END SECTION (MES)AS-BUILT10/26/2021 Common Area 1Green Space 0.42 ac.BLUE ISLAND ST. 66 FT. R/W(10%)XXXXXXXXXXXXXXXXPOSTS FOR FENCECommon Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532XXXXXXX X X X 24"RCP24"RCPINV=102.224"RCPINV=101.41 INV=101.48 INV=102.06PINE/24"OAK/24"OAK/23"PINE/38"PINE/29"PINE/28"OAK/21"OAK/30"OAK/24"OAK/22"OAK/26"OAK/22"PINE/36"OAK/21"OAK/20"OAK/34"PINE/31"PINE/31"OAK/25"K/26""OAK/20"PINE/30"OAK/20"OAK/21"OAK/22"OAK/26"4 FT. HOGWIRE FENCE 4 FT. CHAIN LINK FENCE ON-L INE3 FT. WOOD FENCE 15"RC0+001+002+003+004+004+951+200+001+00 105 100 98 98 100 101 10 1104 10010010110110310498949389100DI#A5GRATE=104.81INV OUT=101.21249LF - 36"RCP @ 1.61%145LF - 42"RCP @ 1.31%JB#A3TOP=99.47INV IN=94.47(E)INV IN=94.47(S)INV OUT=94.47(N)SWCB#A4TOP=106.79INV IN=98.93 (INV OUT=99.1>>>>>>DWCB#C2TOP=101.38INV OUT=96.23(E)44LF - 15"RCP @4.80%DWCB#B3TOP=97.82INV OUT=95.21(N)DWCB#B2TOP=97.82INV IN=94.73(S)INV OUT=94.64(NW)25LF - 18"RCP @ 2.20%41LF - 24"RCP @ 1.27%MES#C1INV OUT=94.12MES#B1INV OUT=94 .1289HERMITAGE COURT 50 FT. R/WGRASS SWALE (L ID)(TYP.) SEE DETA IL EXTEND 15" TO SWCB#AAERATOR123WI#A6THROAT=100.92INV OUT=96.92172LF - 15"RCP @4.80%ELEVATIONELEVATION STATIONHERMITAGE COURT8082848688909294969810010210410610811011211411611812080828486889092949698100102104106108110112114116118120-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+500+00102.35 102.35 0+5098.04 99.61 1+0094.9797.93 1+5094.99 98.01 2+0096.3499.01 2+5098.50 100.01 3+00100.66 101.03 3+50101.83 102.20 4+00103.14 103.53 4+50104.41105.01 5+00-2.00%-7.00%2.00%3.00%GRADE BREAK STA = 0+00.00ELEV = 102.35GRADE BREAK STA = 4+82.94ELEV = 106.00 PVI STA: 0+10.00PVI ELEV: 102 .15K: 3.80LVC: 19.00SD:142.42BVCS: 0+00.50BVCE: 102.34 EVCS: 0+19.50 EVCE: 101.49 PVI STA: 0+87.15PVI ELEV: 96.75K: 14.28LVC: 128.54HSD: 104.52 BVCS: 0+22.88BVCE: 101.25 EVCS: 1+51.42 EVCE: 98.04LOW PT. STA: 1+22.86LOW PT ELEV: 97 .75PVI STA: 3+49.61PVI ELEV: 102.00K: 150.00LVC: 150.00HSD: ??? BVCS: 2+74.61BVCE: 100.50 EVCS: 4+24.61EVCE: 104.25 ELEVATIONELEVATION STATIONHERMITAGE COURT 28082848688909294969810010210410610811011211411611812080828486889092949698100102104106108110112114116118120-0+50 0+00 0+50 1+00 1+50 2+000+0099.7299.72 0+50101.83 101.83 1+00104.03104.03 1+50-2.00%7. 00%GRADE BREAK STA = 0+00.00ELEV = 101.00 GRADE BREAK STA = 1+20.00ELEV = 104.81 PVI STA: 0+50.95PVI ELEV: 99.98K: 10.76LVC: 96.80SD:???BVCS: 0+02.55 BVCE: 100.95 EVCS: 0+99.35 EVCE: 103.37LOW PT. STA: 0+24.06LOW PT ELEV: 100.73120015306030 SCALESHEETC03TLSDRAWNDATESCALEJOB No.1"=30' SEALAFFIX REVISIONDATE RKnow what'sbelow.before you dig.CallAS-BUILT HERMITAGE COURT PLAN & PROFILE Civil Engineering& Surveying880 HOLCOMB BLVDSUITE 2FFAIRHOPE, AL 36532251-990-65662019051010/26/21Hermitage Court Resubdivision A Resubdivision of Lot 2Hermitage Court Unit One (Slide 1092-A)Blue Island Street 02.55VERTICAL SCALE: 1" = 5 '1503060GRAPHIC SCALEHORIZONTAL SCALE : 1" = 30 '02.55VERTICAL SCALE: 1" = 5'1503060GRAPHIC SCALEHORIZONTAL SCALE: 1" = 30'120015306030 SCALE AS-BUILT10/26/2021 99 101 102 103 104 105 106 107104105106105106107 107106105 106 107104101102103102103104105106107108109 110111 112 113 114 115 116 117 117116 11511411311211110911010710810610510410310210197989910092 93 9495969191 9493 95 96 97 98 95 96 9798 99100101102 103104 1021011009997989899100101103104105 106100101 109110 110111 112113 114 115 116103 104 105 106 107 108 10910210399100101 >>>>>>>92 93 94 95 96 97 98 100 <<Common Area 1Green Space 0.42 ac.BLUE ISLAND ST. 66 FT. R/W(10%)XX X XXXXXXXXXXXXXXXXXXGRAVELMETALFENCEASPHALTPOSTS FOR FENCEUNDER CONSTRUCTIONGRAVELASPHALTCommon Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532MOHLER, CLARA EVIE702 WINN AVEFAIRHOPE AL 36532DAUGHTRY, DIANE206 BLUE ISLAND AVEFAIRHOPE AL 36532ROSS, JOAN (LIFE ESTATE)114 ASHLEY DRFAIRHOPE AL 36532BARTER, EDWARD J & VERA A13 BUGLE RETREAT (MA)SPANISH FORT AL 36527BEEBE, ALLISON ECKERT ETALBEEBE, DANIEL118 ASHLEY DRFAIRHOPE AL 36532LUNDBERG, REBECCA DOOLEY ETVIRCARL G120 ASHLEY DRFAIRHOPE AL 36532GILBERT 1998 MANAGEMENTTRUST13714 A L CHESTERHOUSTON TX 77079TAYLOR, ROBERT PENDLETON ETALTAYLOR, RE253 BLUE ISLAND STFAIRHOPE AL 36532WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX24"RCP24"RCPINV=102.2124"RCPINV=101.41INV=101.48INV=102.06PINE/24"OAK/24"OAK/23"PINE/38"PINE/29"PINE/28"OAK/21"OAK/30"OAK/24"OAK/22"OAK/26"OAK/22"PINE/36"OAK/21"OAK/39"OAK/24"OAK/20"OAK/34"PINE/31"PINE/31"OAK/27"OAK/25"OAK/26"OAK/39"OAK/20"PINE/30"OAK/20"OAK/21"OAK/22"OAK/26"4 FT. HOGWIRE FENCE4 FT. CHAIN LINK FENCE ON-LINEFENCE ON-LINE5 FT. CHAIN LINKFENCE ON-LINE5 FT. CHAIN LINK3 FT. WOOD FENCE15"RCP15"RCPINV=108.160+001+002+003+004+004+951+200+001+001051009898100101101104100100101 101103104 98949389949898100>>>>>>>>928993HERMITAGE COURT 50 FT. R/WWELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653XXXXXXXXXXXXX25'25'CFABRIC INLET PROTECTION(TYP.) SEE DETAILFIPCIPFIPSBOPSKIMMERSEE DETAILBAFFLESSEE DETAILMUPS TSFABRIC INLET PROTECTION, CONVERTTO CURB INLET PROTECTION ONETHROAT IS POURED(TYP.) SEE DETAILSBSEDIMENT BARRIER(TYP.) SEE DETAILOUTLET PROTECTIONRIP RAP 20 SY (EACH)(TYP.) SEE DETAILWATTLE (TYP.)SEE DETAILDVDIVERSION(TYP.) SEE DETAILSOD POND SLOPESUPON GRADINGSEDIMENT STORAGE AREATO BE CLEANED OUT UPONFINAL STABILIZATIONXXXXXX XXX XXXXXXXXX XXX CIPFIPCIPFIPCIPFIPCONSTRUCTION EXIT PAD(TYP.) SEE DETAILOPOPOUTLET PROTECTIONRIP RAP 140 SY(TYP.) SEE DETAILXXXXXXXXXXXXXXXXXXXXXXXXSBMUPS TSMUPS TSMUPS TSMUPS TSMUPS TSMUPS TSXXXXXXXXXXXXXXX12346785Common Area 3Detention120015306030 SCALESHEETC04TLSDRAWNDATESCALEJOB No.1"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallAS-BUILTEROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying880 HOLCOMB BLVDSUITE 2FFAIRHOPE, AL 36532251-990-65662019051010/26/21Hermitage CourtResubdivisionA Resubdivision of Lot 2Hermitage Court Unit One (Slide 1092-A)Blue Island Street1.2.3.4.EROSION CONTROL NOTESAND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FORTHE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5.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 WILL 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 LARRY SMITH, PE 251-990-6566.AREA TO BE DISTURBED = 2.98 ACRESCONSTRUCTION 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.12.13.1.2.3.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, AND PAVING.7.FIPSBCEPbags, brush piles and variousEROSION CONTROL PRACTICESMUTSPSECBOPDVCIPAND CONSTRUCTION EXIT.DURING ROAD AND UTILITY CONSTRUCTION, INSPECT PERIMETER CONTROLS DAILY AND FIX ANY DEFICIENCIES.3.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 REACHED1/2 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.THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18.DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED.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.AS-BUILT10/26/2021 99 101 102 103 104 105106 107104 105106 105106107 107106105 106 107108109 110111112113114104101102103102103104105106107108109110111 112 113 114 115 116 117 11711611511413112111109110107108106054102979899100929394959691 91 9493 95 96 97 98 95 96 9798 99100101102 103 104 1021011009997989899100101103 104105106100101 109110110111112113 114 115 116 103 104 105106107 108 10910210399100101 >>>>>>>92 93 94 95 96 97 98 100 <<Common Area 1Green Space 0.42 ac.BLUE ISLAND ST. 66 FT. R/W(10%)XX X XXXXXXXXXXXXXXXXXXGRAVELMETALFENCEASPHALTPOSTS FOR FENCEUNDER CONSTRUCTIONGRAVELASPHALTCommon Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532MOHLER, CLARA EVIE702 WINN AVEFAIRHOPE AL 36532DAUGHTRY, DIANE206 BLUE ISLAND AVEFAIRHOPE AL 36532TE)ALTVIRGILBERT 1998 MANAGEMENTTRUST13714 A L CHESTERHOUSTON TX 77079TAYLOR, ROBERT PENDLETON ETALTAYLOR, RE253 BLUE ISLAND STFAIRHOPE AL 36532WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW W W WWWWW24"RCP24"RCPINV=102.2124"RCPINV=101.41INV=101.48INV=102.06PINE/24"OAK/24"OAK/23"PINE/38"PINE/29"PINE/28"OAK/21"OAK/30"OAK/24"OAK/22"OAK/26"OAK/22"PINE/36"OAK/21"OAK/39"OAK/24"OAK/20"OAK/34"PINE/31"PINE/31"OAK/27"OAK/25"OAK/26"OAK/39"OAK/20"PINE/30"OAK/20"OAK/21"OAK/22"OAK/26"4 FT. HOGWIRE FENCE4 FT. CHAIN LINK FENCE ON-LINEFENCE ON-LINE5 FT. CHAIN LINKFENCE ON-LINE5 FT. CHAIN LINK3 FT. WOOD FENCE15"RCP15"RCPINV=108.16SSSSGG GGGG G G G G OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP6"X6" TAP, SADDLE,& VALVE3" PVC CL250FORCE MAINFHGVT0+001+002+003+004+004+951+200+001+001051009898100101101104100100101 101103104 98949389949898100>>>>>>>>928993FMWWWSWSWWSFMWWWWWWW W WSSSSWWSWFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM WWWWWWWWWWWWWHERMITAGE COURT 50 FT. R/WT3" PVC CL250FORCE MAINRESTORE DRIVERESTORE DRIVETWELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WATER METERFOR COMMONAREA IRRIGATIONROAD PATCHSEE DETAIL2 - 6" SLEEVESFOR IRRIGATIONFHFIRE HYDRANT ASSEMBLY(TYP.) SEE DETAIL12346785Common Area 3DetentionFM3" PVC CL250FORCE MAIN6" PVC CL250WATER MAINSS120015306030 SCALESHEETC05TLSDRAWNDATESCALEJOB No.1"=30'SEALAFFIXREVISIONDATER Know what'sbelow.before you dig.CallAS-BUILTUTILITY PLANCivil Engineering& Surveying880 HOLCOMB BLVDSUITE 2FFAIRHOPE, AL 36532251-990-65662019051010/26/21Hermitage CourtResubdivisionA Resubdivision of Lot 2Hermitage Court Unit One (Slide 1092-A)Blue Island StreetUTILITY PLAN LEGENDVALVEWATER METEREXISTINGFMGFIRE HYDRANT ASSEMBLYMANHOLEWATERLOW PRESSURE FORCE MAINTHRUST BLOCKUNDERGROUND ELECTRICGASFHUGEPROPOSEDGOHPOVERHEAD POWERUGEOHPWWWVFMCLEAN OUTWWC.O.SFHSANITARY SEWER STUBSSTHE 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.9.10.11.12.13.14.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 INCONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS ASINSTALLED PRIOR TO REQUESTING A PUNCH LIST.REQUIREMENTS 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,1.2.3.4.5.6.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 2507.8.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 15.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.AS-BUILT10/26/2021 99 101 102 103 104 105106 107104105106105106107 105 106 107108104101102103102103104105106107108109110111 112 113 114 115 116 117 11711611511411311211110911010710810610510410310210197989910092 93 94 95969191 9493 95 96 97 98 95 96 9798 99100101102103 104 1021011009997989899100101103104105106100101 109110110111112 113 114 115 116103104105106107 108 1091021039910010192 93 94 95 96 97 98 100 <<Common Area 1Green Space 0.42 ac.(Not Incld.)BLUE ISLAND ST. 66 FT. R/W(10%)XX X XXXXXXXXXXXXXXXXXXGRAVELMETALFENCEASPHALTPOSTS FOR FENCEUNDER CONSTRUCTIONN89°06'44"W 497.01'N89°23'42"W 496.93'(R)S00°07'32"W 189.31'S00°01'05"E 189.33'(R)N89°11'24"W 135.96'N89°23'42"W 136.10'(R)S00°01'05"E 140.00'(R)S00°10'13"W 139.93'N89°23'42"W 136.10'(R)N89°13'58"W 135.85'S00°07'32"W 140.00'S00°01'05"E 140.00'(R)Lot 11/2"CRS(26014)1/2"RBF1/2"CRS(26014)1/2"CRS(26014)20.08'S89°55'00"W 160.00'N00°06'09"E48.89'20.07'3/4"CTIF1/2"RBF0.6' WEST1/2"CRF(MOORE)1/2"CRF(MOORE)RF (MOORE)0°10'53"E 172.76'0°06'36"E 125.10'(R)NORTH 48.89'(R)(R)S89°48'22"W 160.00'(R)T OF CORNERS89°44'25"E 633.04'S89°50'38"E 633.04' (R)1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE)4"X4"CMF1/2"CRF(26014)1/2"CRF(26014)1/2"CRF (26014)GRAVELASPHALT120.03'209.35'6.62'101.01'100.01'167.38'128.62'124.00'100.00'112.00'137.06'150.49'105.65'105.65'134.08'113.81'105.65'105.65'77.01'100.00'101.00'143.55'N00°10'13"E144.66'N00°10'13"E145.75'N28°48' 3 6 " W 128.81'N89°44'25"W145.98'N89°44'25"W145.74'S30°05'06"W117.57'S00°15'35"W137.00'S00°15'35"W137.00'S00°15'35"W137.00'80.01'15.00'50.00'50.00'10.00'100.00'10.00'45.00'N89°44'25"W 495.29'N00°15'35"E 120.00'60.00'60.00'Common Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532E ESTATE)Y DRL 36532& VERA AAT (MA)L 36527RT ETALLR532OLEY ETVIR32GILBERT 1998 MANAGEMENTTRUST13714 A L CHESTERHOUSTON TX 77079TAYLOR, ROBERT PENDLETON ETALTAYLOR, RE253 BLUE ISLAND STFAIRHOPE AL 36532WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653LOT 2LOT 3LOT 4THISTLE LANE SUB.SLIDE 2292-ELOT 1117.05'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4 FT. HOGWIRE FENCE4 FT. CHAIN LINK FENCE ON-LINEFENCE ON-LINE5 FT. CHAIN LINKFENCE ON-LINE5 FT. CHAIN LINK3 FT. WOOD FENCEROLL CURB(TYP.) SEE DETAIL5' CONCRETE SIDEWALK(SEE DETAIL)STOP SIGN (R1-1) &STREET NAME SIGNSINSTALL STREETLIGHT (TYP.)ASPHALT PAVING(SEE DETAIL)"SPEED LIMIT 20MPH" SIGN (R2-1)18'22'50'R25'R20'R25'18'40' BSL35' BSL10' BSL10' BSL35' BSL40' BSL10' BSL10' BSL40' BSL40' BSL40' BSL35' BSL35' BSL35' BSL35' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL40' BSL 35' BSL35' BSL35' BSL 10' BSL10' BSL10' BSL10' BSL 40' BSL40' BSLR20'1051009898100101101104100100101 101103104 98949389949898100928993SSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM HERMITAGE COURT 50 FT. R/WWELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653SHED CURB &CROSS SECTIONB (SEE DETAILS)FROM STATION0+00 TO 0+60CROSS SECTION A(SEE DETAILS)STA 0+00 THROUGHSTA 4+85CROSS SECTION A(SEE DETAIL)STA 0+60 THROUGHSTA 1+20123467850.43 AC14554 SF0.33 AC14520 SF0.33 AC19542 SF0.45 AC14586 SF0.33 AC18429 SF0.42 AC15502 SF0.36 AC14474 SF0.33 AC14474 SF0.33 ACCommon Area 3Detention398 SF5.00'97.5797.5797.75101.00100.82101.18100.55SSSSSSSSSSSSSSSSSSSSPINE/24"OAK/24"OAK/23"PINE/38"PINE/29"PINE/28"OAK/21"OAK/30"OAK/24"OAK/22"OAK/26"OAK/22"PINE/36"OAK/21"OAK/39"OAK/24"OAK/20"OAK/34"PINE/31"PINE/31"OAK/27"OAK/25"OAK/26"OAK/39"OAK/20"PINE/30"OAK/20"OAK/21"OAK/22"OAK/26"landscape architecture land planning placemaking218 N. Alston Street, Foley, Alabama 36535Telephone 251.948.7181 Facsimile 251.981.8722www.was-design.comTREE PRESERVATION NOTESTREE PROTECTION FENCE - C2Blue Island00 30' 60'N O R T HTREE PRESERVATION & REMOVAL PLAN1 03 104 105 106 107104105106105106107 105 106 107108109104101102103102103104105106107108109 110111 112 113 114 115 116 117 1171161151141131121111091101071081061051041031029493 95 96 97 98 95 96 9798 99100101102103104 1021011009997989899100101103104105 106100101 109110 110111 112 113 114 115 116103104 105 106 107 108 10910210399100101<<Common Area 1Green Space 0.42 ac.(Not Incld.)BLUE ISLAND ST. 66 FT. R/W(10%)XX X XXXXXXXXXXXXXXXXXXGRAVELMETALFENCEASPHALTPOSTS FOR FENCEUNDER CONSTRUCTIONN89°06'44"W 497.01'()S00°07'32"W 189.31'S00°01'05"E 189.33'(R)N89°11'24"W 135.96'N89°23'42"W 136.10'(R)S00°01'05"E 140.00'(R)S00°10'13"W 139.93'N89°23'42"W 136.10'(R)N89°13'58"W 135.85'S00°07'32"W 140.00'S00°01'05"E 140.00'(R)Lot 11/2"RBF1/2"CRS(26014)1/2"CRS(26014)N00°06'09"E 120.08'S89°55'00"W 160.00'N00°06'09"E48.89'N00°06'09"E 120.07'3/4"CTIF1/2"RBF0.6' WEST1/2"CRF(MOORE)1/2"CRF(MOORE)RF (MOORE)N00°10'53"E 172.76'N00°06'36"E 125.10'NORTH 120.00'(R)NORTH 48.89'(R)NORTH 120.00'(R)S89°48'22"W 160.00'(R)T OF CORNERS89°44'25"E 633.04'S89°50'38"E 633.04' (R)1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE)4"X4"CMF1/2"CRF(26014)1/2"CRF(26014)1/2"CRF (26014)GRAVELASPHALT120.03'209.35'Common Area 2FST DITTMANN, GEORGE WETAL DITTMANN, MA249 BLUE ISLAND AVEFAIRHOPE AL 36532E ESTATE)Y DRL 36532& VERA AAT (MA)L 36527RT ETALLR532WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653LOT 2LOT 3LOT 4THISTLE LANE SUB.SLIDE 2292-ELOT 1XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4 FT. HOGWIRE FENCE4 FT. CHAIN LINK FENCE ON-LINEFENCE ON-LINE5FT.CHAIN LINK3 FT. WOOD FENCEROLL CURB(TYP.) SEE DETAIL5' CONCRETE SIDEWALK(SEE DETAIL)STOP SIGN (R1-1) &STREET NAME SIGNSINSTALL STREETLIGHT (TYP.)ASPHALT PAVING(SEE DETAIL)"SPEED LIMIT 20MPH" SIGN (R2-1)18'22'50'R25'R20'R25'18'40' BSL35' BSL10' BSL10' BSL35' BSL40' BSL10' BSL10' BSL40' BSL40' BSL40' BSL35' BSL35' BSL35' BSL35' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL10' BSL40' BSL 35' BSL35' BSL35' BSL 10' BSL10' BSL10' BSL10' BSL 40' BSL40' BSLR20'1051009898100101101104100100101 101103104 98949389949898100928993SSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM HERMITAGE COURT 50 FT. R/WWELCH, JAMES R92 TONSET RD.ORLEANS MA 02653WELCH, JAMES R92 TONSET RD.ORLEANS MA 02653SHED CURB &CROSS SECTIONB (SEE DETAILS)FROM STATION0+00 TO 0+60CROSS SECTION A(SEE DETAILS)STA 0+00 THROUGHSTA 4+85CROSS SECTION A(SEE DETAIL)STA 0+60 THROUGHSTA 1+20123467850.43 AC14554 SF0.33 AC14520 SF0.33 AC19542 SF0.45 AC14586 SF0.33 AC18429 SF0.42 AC15502 SF0.36 AC14474 SF0.33 AC14474 SF0.33 ACCommon Area 3DetentionSSSSSSSSSSSSSSSSSSSSPINE/24"OAK/24"OAK/23"PINE/38"PINE/29"PINE/28"OAK/21"OAK/30"OAK/26"OAK/21"OAK/39"OAK/24"OAK/20"OAK/34"OAK/27"OAK/25"OAK/26"OAK/39"TREESCODEQTYBOTANICAL NAMECOMMON NAMECONTCALHTREMARKSLN2 12 Lagerstroemia indica `Natchez` `Natchez` Crape Myrtle 15 gal 2.5"Cal 10`-12` Multi-trunk; full headLK 6 Lagerstroemia x `Muskogee` Muskogee Crape Myrtle 30 gal 8`-10` Minimum 3 trunks, full headMA 6 Magnolia virginiana Sweetbay Magnolia 30 gal 10`-12` Standard, full headTD 3 Taxodium distichum Bald Cypress 30 gal 3"Cal 10`-12` Full head, specimen qualitySOD/SEEDCODEQTYBOTANICAL NAMECOMMON NAMECONTHTSPACINGREMARKSSOD 17,200 sf Cynodon dactylon `Tifway 419` Tifway 419 Bermuda Grass sodPLANT SCHEDULElandscape architecture land planning placemaking218 N. Alston Street, Foley, Alabama 36535Telephone 251.948.7181 Facsimile 251.981.8722www.was-design.comBlue IslandGENERAL NOTESPLANTING ATSHRUB AREAS.STAKING DETAILPLANTING ATTURF AREAS.PLANT PIT DETAILTREE PLANTING - GUY STRAP300 30' 60'N O R T HLANDSCAPE PLANTING PLAN1xxxxxxxxxxxxxxxxxxxGENERAL PLANTING NOTES6MULTI-TRUNK TREE STAKINGxx4 APPENDIX H SUGGESTED CERTIFICATES FOR FINAL SUBDIVISION PLATS SURVEYOR'S CERTIFICATE AND DESCRIPTION OF LAND PLATTED STATE OF ALABAMA COUNTY OF BALDWIN I , (name of surveyor) , a registered Engineer-Surveyor of (__name of county__ ), Alabama, hereby certify that I have surveyed the below described property situated in Baldwin County, Alabama: (Insert Legal Description) And that the plat or map contained hereon is a true and correct map showing the subdivision into which the property described is divided, giving the length and bearings of the boundaries of each lot and showing the easements, streets, alleys and public grounds and giving the bearings, length, width and name of the streets. Said map further shows the relation of the land so platted to the Government Survey, and that permanent monuments have been placed at points as hereon shown. WITNESS my hand this the day of , 20_______. (Name of Surveyor) Registration # OWNERSHIP & DEDICATION I/We (land owner or developer, address), as proprietor(s), have caused the land embraced in the within plat to be surveyed, laid out and platted to be known as (Subdivision Name), a part of (Section Call Out), Baldwin County, Alabama, and that the (Streets, Drives, Alleys, Easements, etc.) as shown on said plat are hereby dedicated to the use of the public. Property Owner Signed and sealed in the presence of: Witness Commentary (do not place on plat) When the developer is not the land owner, two or more Dedication Certificates may appear on the plat in order to allow for the signatures of both the owner and the developer to be fixed to said Plat. CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER The undersigned, as County Engineer of Baldwin County, Alabama, hereby approved the within plat for the recording of same in the Probate Office of Baldwin County, Alabama, this the ___________ day of _______________ 20 _______. County Engineer: FLOOD STATEMENT The property shown hereon is in zone “___” as scaled from the Federal Emergency Management Agency, National Flood Insurance Program, Flood Insurance Rate Map, Community-Panel Number(s) ______, City of Fairhope, Alabama dated ________. WETLAND NOTICE Purchasers are on notice that improvement of property encumbered by wetlands may require separate permitting by City, County, Federal and/or State authorities under such law and regulations governing wetlands as may be in effect at the time of permitting. Airport Overlay District Zone All lots of this subdivision are located within the Airport Overlay District and shall be subject to the provisions of Ordinance No. 1138 and Ordinance No. 1140 or to the provisions of any superseding ordinance or amendment thereto. CERTIFICATE OF APPROVAL BY (name of utility provider) The undersigned, as authorized by the (name of electric, water, or sewer utility) hereby approves the within plat for the recording of same in the Probate Office of Baldwin County, Alabama, this day of ,20_______. (authorized signature) CERTIFICATE OF APPROVAL BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA APPROVED by the City of Fairhope Planning Commission. By approval of this subdivision plat the Planning Commission of the City of Fairhope assumes no responsibility for survey errors or for defects or deficiencies in the title to the property affected by the plat, and any such responsibility is hereby affirmatively disclaimed. ___________________________________________ Secretary Date CERTIFICATE OF APPROVAL BY THE PLANNING DIRECTOR OF FAIRHOPE, ALABAMA The undersigned, as authorized by the City of Fairhope Planning Commission, hereby approves the within re-plat of the recording of the same in the Official of the Judge of Probate of Baldwin County, Alabama. By approval of this plat the Planning Director of Fairhope assumes no responsibility for survey errors or for defects or deficiencies in the title to the property affected by this plat and any such responsibility is hereby affirmatively disclaimed. Planning Director Date LICENSED ENGINEER’S CERTIFICATION OF IMPROVEMENTS “ENGINEER’S CERTIFICATE” “I, the undersigned, a Registered Engineer in the State of Alabama holding Certificate Number ______, hereby certify that Ihave designed the within improvements in conformity with applicable codes and laws and with the principals of good engineering practice. I further certify that I have observed the construction of the within improvements, that the same conforms to my design, that the within is a true and accurate representation of improvements as installed and that said improvements are hereby recommended for acceptance by the City of Fairhope, Alabama. ____________________ Project Engineer ____________________ Date ____________________ Name of Project to which the Certificate Applies Plans which are certified consist of Page _____ thru _____, each of which bears by seal and signature.” CERTIFICATE OF APPROVAL BY E-911 GIS/ADDRESSING: The undersigned, as authorized by Baldwin County E-911 Board, hereby approves the road names as depicted on the map within plat and hereby approves the within plat for the recording of same in the Probate Office of Baldwin County, Alabama, this ______ day of _________, of 20_______. ____________________________________________ Authorized Representative