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Ashton ParkTHE PURPOSE OF THIS PLAT REVISION IS TO REVISE THE REAR SETBACK IN NOTE 4 FROM 10 FEET TO 3 FEET. REFER TO PB 34, PG 162-164 FOR METES AND BOUNDS AND OTHER FEATURES OF THIS PLAT WHICH HAVE BEEN REDUCED. Owner Date FINAL PLAT APPROVAL This plat complies with the zoning regulations, the land development ordinance and all other regulations governing the land development for the City of Peachtree City. 1 OWNER/DEVELOPER: GEORGIA CLASSIC HOMES, L L. C. 516 ASHLEY WAY PEACHTREE CITY, GA 30269 770-486-1596 2. ENGINEER INTEGRATED SCIENCE 6 ENGINEERING P.O BOX 703 FAYETTEVILLE, GA 30214 770-461--4292 3. TOTAL TRACT AREA = 10 75 ACRES TOTAL_ NUMBER OF LOTS = 30 LOTS PARK AREA = 3,908 SO.FT. GREENBELT AREA - 4.59 ACRES 4 ZONING - LUR (LIMITED USE RESIDENTIAL) FRONT YARD SETBACK = 20(FROM BACK OF CURB! SIDE YARD SETBACK 3 *REAR YARD SETBACK = 3' e(NOTF: LOTS 11-16 SHALL HAVE 20' MINIMUM BETWEEN REAR OF STRUCTURES) 35' UNDISTURBED BUFFER ALONG WESTERN SIDE Of PROPERTY 5. THIS PROPERTY IS LOCATED IN A ZONE X, NOT A FLOOD HAZARD AREA AS PER F R.M. PANEL NO. 1_3113000YOD DATED MARCH 18, 1996. 6. WATER SERVICES PROVIDED BY THE FAYETTE COUNTY WATER SYSTEM. SEWER SERVICES PROVIDED BY THF PEACHTREE CITY WATER AND SEWER AUTHORITY BOUNDARY INFORMATION PROVIDED BY WFLBORN LAND SURVEYING, INC. 8_ IRON PINS (1/2"REBAR) TO BE SFT AT ALL PROPERTY CORNERS UNLESS LABELED OTHERWISE 9. COVENANTS ON PROPERTY RECORDS I"J DEED BOOK PAGE FAYE TTF COUNTY, GEORGIA FIECOPP';. 10 IBM - TOP OF SS MANHOL F_ ACROSS HoLL i' GROVE_ LHURCH ROAD BEHIND i OT`, `, 6 F_ F!_EV = H2O 8? R/W N /F B i L' E P NTS 0 F T CB HW .1R CMP ACCMP D.L C L R.L c> I r, T JS F.S.S.E RCP -S s.S E F L.L.L. OiF M F.F E Ff of NSF /--S72'19'56'E °B• F HOLLY GROVE A M.E CHURCH 29.58' DB 1265. P63 � '0 312,• - - - -N29 '2O' 55' E LA --364. 3. ' R-1490.70' O.pO•E 88.36' 374,07 p!. N82 0 36'f t0HWfN50'32'33* QB S83 51'29 p 5.66' '62• .at- N50'32 33'E 68.63• E M.F F E MF FE O �p 0, 11 O6 m 50 n ale 50/���Ai ` 58 6.530 . 6. 5ft sq.ft.Mo sq.ft.s�.':. Q ! &1 ^ p 8 ;' - •'h i>Q.{_ f -.:,K WAOND TER WALITY O is 7.5 3 6. 353 ,+,' '•9:• h .t aq. ft. FES TBM oq sq ft. :O �U. M.F F E 'O HM2 ELEV-620 83 ^ypi /� / _ 41 916. M �j s 7,,•! / cef •�. ,IA 2� moo_ NB3.02. 08•E POND . a -wWALITY �yC 7 .51 v` 469 f t . !? M. F F E J82 FES2 1 0 00eie. rs ,b7.299• N G tS•° //' s� 1 >�i. ry' 7.322 .'%A i8 r te. ° 80.ft. •� sq -ft. Y m — p eie.i5Eds �7 ryn� sq. ft 4 a (p b l,, r., 33V2 17 % 1 M . oJ' c62 1 eye: F.E / 384 �9'E RI 3J r ,� s6. SM t �' a 12 sq7 20 *Y o0 i 7. 174 M 20 00 M ^m ^� 9, 783 11 aq ft 16 7 TTT I t f /sq.ft 3 R 102.30' �. �•1 g C2 4 g�• 2 M7 22 .E ' IM84 '39' 34'M o t t9 a ts' � /2 1 1. 998J'y 0 7 y, 019• sq. ft. 137 �{ 13 �t�i s, Oft. �z . '0) W,F.F 1. 8.093 2 \ 6, 209 $w� q . 15 0 •'' Ug sq. ft. E sq.ft.Q•tg.l/a/ ��" •h s• a 22 6.604ft g, 6, 70 oe t2 q�c q't8 t� eia-FsoE O`r 14 mz QAR / 23 sq. ft I CA y BQgtg� ,' t aft. i s q 3 �/ 24 6. 879 _ 0 � s 21►•� ��Jli. �6•BJiT. � �Z 6 N ` t6 M <U 25 6.463EL Q \\ .f sqf t2. 2�,°� l tp6 sq. ft. ,� co o L / 'kse • 2 .B. 6.262 29 26 eq.ft. \ �• � , n� � � f� '�j y 11. 219 C t �� •d5 0 Z -V sq . ft. 'Vol 28 9,308 {y \\� 01� sq . f t . �$ 27 11, 732 sq -ft. \ 139.74 \ M 163.81 882'23' \ SIO'37 06'M A-524.64' `\ LC -516,70' 1 R-1004.50' OPEN \.v SPACE N43'19'34'M LEGEND ( L[-150.10' A-150.66' RIGHT OF WAY \` R-503.67 NOW OR FORMERLY BACK OF CURES EDGE OF PAYMENT NOT TO SCALF SOUARF FFE7 CATCH BASIN HE ADWAL L JUNCTION ROX CORRUGATFD METAL PIPE ASPHALT -COATED CORRUGA I E U METAL V I PE DRAINAGE EASEMENT C,FNTFRE INE BUII DTNG E INF UIILITY POLE GRATED INLET DROP I N( F T FIRE HYDRANT OUTLET STRUCTURE f UTURE SANI IARY SEWER EASEMENT REINFORCED CONCRETE PIPE SANITARY SFWFR L INE SANITAHY SEWER MANHOLE SANITARY SEWER EASEMENT FORCED MAIN LAND LOT LINE AREA OUTSIDE FLOOD PLAIN MINIMUM FINISHED FLOOR EL I.VATIJN FI AfTEU END SECTION UTIi TTY FASEMFNT GEORGIA, FAYETTE COUNTY Filed and Recorded this Day Of 200 at €'' t. M. Book Clerk GPAF'H I C SCA( E 1 ' = 100 N011 2 8 2001 BRAELINN ,,O $ k a VP�QpP SITE f LOCATION MAP THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION BETTER THAN ONE FOOT IN 15,000 FEET AND AN ANGULAR ERROR OF 00 SECONDS PER ANGLE POINT, AND WAS ADJUSTED USING THE LEAST SQUARES METHOD, THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 314,732 FEET. EQUIPMENT UTILIZED. ANGULAR - TOPCON GTS -303 LINEAR - TOPCON GTS -303 EDM NO NGS MONUMENT LOCATED WITHIN 500' OF SITE. IN MY OPINION, THIS ISA CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. GEORGE T. WHITE. GA. PL S. #1929 REV 01 RECORDED IN PB 34, PG 162-164 ORIGINALLY RECORDED IN PB 34, PG 103-105 NO I REVISION CKD DATE I Correct Land Lot Number, Lots 28 6 29 6-15-2001 2 lPevise rear lot setback in note 4 10-26-2001 C w FUN O! L F'" z d LH < Q H Cr 0 L,J O � Z 0 U Lij L>J Q UL H U W Q O U cc CIL Cr7 LL O O 4 J f— LD ti U O CC) Id ti 0 O _I 2 Q J PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DGAWTNG NIIMRER i i?f i City Engineer Date City Planner i Date f M,Myor/City Mahager Date City Clerk Date 1 OWNER/DEVELOPER: GEORGIA CLASSIC HOMES, L L. C. 516 ASHLEY WAY PEACHTREE CITY, GA 30269 770-486-1596 2. ENGINEER INTEGRATED SCIENCE 6 ENGINEERING P.O BOX 703 FAYETTEVILLE, GA 30214 770-461--4292 3. TOTAL TRACT AREA = 10 75 ACRES TOTAL_ NUMBER OF LOTS = 30 LOTS PARK AREA = 3,908 SO.FT. GREENBELT AREA - 4.59 ACRES 4 ZONING - LUR (LIMITED USE RESIDENTIAL) FRONT YARD SETBACK = 20(FROM BACK OF CURB! SIDE YARD SETBACK 3 *REAR YARD SETBACK = 3' e(NOTF: LOTS 11-16 SHALL HAVE 20' MINIMUM BETWEEN REAR OF STRUCTURES) 35' UNDISTURBED BUFFER ALONG WESTERN SIDE Of PROPERTY 5. THIS PROPERTY IS LOCATED IN A ZONE X, NOT A FLOOD HAZARD AREA AS PER F R.M. PANEL NO. 1_3113000YOD DATED MARCH 18, 1996. 6. WATER SERVICES PROVIDED BY THE FAYETTE COUNTY WATER SYSTEM. SEWER SERVICES PROVIDED BY THF PEACHTREE CITY WATER AND SEWER AUTHORITY BOUNDARY INFORMATION PROVIDED BY WFLBORN LAND SURVEYING, INC. 8_ IRON PINS (1/2"REBAR) TO BE SFT AT ALL PROPERTY CORNERS UNLESS LABELED OTHERWISE 9. COVENANTS ON PROPERTY RECORDS I"J DEED BOOK PAGE FAYE TTF COUNTY, GEORGIA FIECOPP';. 10 IBM - TOP OF SS MANHOL F_ ACROSS HoLL i' GROVE_ LHURCH ROAD BEHIND i OT`, `, 6 F_ F!_EV = H2O 8? R/W N /F B i L' E P NTS 0 F T CB HW .1R CMP ACCMP D.L C L R.L c> I r, T JS F.S.S.E RCP -S s.S E F L.L.L. OiF M F.F E Ff of NSF /--S72'19'56'E °B• F HOLLY GROVE A M.E CHURCH 29.58' DB 1265. P63 � '0 312,• - - - -N29 '2O' 55' E LA --364. 3. ' R-1490.70' O.pO•E 88.36' 374,07 p!. N82 0 36'f t0HWfN50'32'33* QB S83 51'29 p 5.66' '62• .at- N50'32 33'E 68.63• E M.F F E MF FE O �p 0, 11 O6 m 50 n ale 50/���Ai ` 58 6.530 . 6. 5ft sq.ft.Mo sq.ft.s�.':. Q ! &1 ^ p 8 ;' - •'h i>Q.{_ f -.:,K WAOND TER WALITY O is 7.5 3 6. 353 ,+,' '•9:• h .t aq. ft. FES TBM oq sq ft. :O �U. M.F F E 'O HM2 ELEV-620 83 ^ypi /� / _ 41 916. M �j s 7,,•! / cef •�. ,IA 2� moo_ NB3.02. 08•E POND . a -wWALITY �yC 7 .51 v` 469 f t . !? M. F F E J82 FES2 1 0 00eie. rs ,b7.299• N G tS•° //' s� 1 >�i. ry' 7.322 .'%A i8 r te. ° 80.ft. •� sq -ft. Y m — p eie.i5Eds �7 ryn� sq. ft 4 a (p b l,, r., 33V2 17 % 1 M . oJ' c62 1 eye: F.E / 384 �9'E RI 3J r ,� s6. SM t �' a 12 sq7 20 *Y o0 i 7. 174 M 20 00 M ^m ^� 9, 783 11 aq ft 16 7 TTT I t f /sq.ft 3 R 102.30' �. �•1 g C2 4 g�• 2 M7 22 .E ' IM84 '39' 34'M o t t9 a ts' � /2 1 1. 998J'y 0 7 y, 019• sq. ft. 137 �{ 13 �t�i s, Oft. �z . '0) W,F.F 1. 8.093 2 \ 6, 209 $w� q . 15 0 •'' Ug sq. ft. E sq.ft.Q•tg.l/a/ ��" •h s• a 22 6.604ft g, 6, 70 oe t2 q�c q't8 t� eia-FsoE O`r 14 mz QAR / 23 sq. ft I CA y BQgtg� ,' t aft. i s q 3 �/ 24 6. 879 _ 0 � s 21►•� ��Jli. �6•BJiT. � �Z 6 N ` t6 M <U 25 6.463EL Q \\ .f sqf t2. 2�,°� l tp6 sq. ft. ,� co o L / 'kse • 2 .B. 6.262 29 26 eq.ft. \ �• � , n� � � f� '�j y 11. 219 C t �� •d5 0 Z -V sq . ft. 'Vol 28 9,308 {y \\� 01� sq . f t . �$ 27 11, 732 sq -ft. \ 139.74 \ M 163.81 882'23' \ SIO'37 06'M A-524.64' `\ LC -516,70' 1 R-1004.50' OPEN \.v SPACE N43'19'34'M LEGEND ( L[-150.10' A-150.66' RIGHT OF WAY \` R-503.67 NOW OR FORMERLY BACK OF CURES EDGE OF PAYMENT NOT TO SCALF SOUARF FFE7 CATCH BASIN HE ADWAL L JUNCTION ROX CORRUGATFD METAL PIPE ASPHALT -COATED CORRUGA I E U METAL V I PE DRAINAGE EASEMENT C,FNTFRE INE BUII DTNG E INF UIILITY POLE GRATED INLET DROP I N( F T FIRE HYDRANT OUTLET STRUCTURE f UTURE SANI IARY SEWER EASEMENT REINFORCED CONCRETE PIPE SANITARY SFWFR L INE SANITAHY SEWER MANHOLE SANITARY SEWER EASEMENT FORCED MAIN LAND LOT LINE AREA OUTSIDE FLOOD PLAIN MINIMUM FINISHED FLOOR EL I.VATIJN FI AfTEU END SECTION UTIi TTY FASEMFNT GEORGIA, FAYETTE COUNTY Filed and Recorded this Day Of 200 at €'' t. M. Book Clerk GPAF'H I C SCA( E 1 ' = 100 N011 2 8 2001 BRAELINN ,,O $ k a VP�QpP SITE f LOCATION MAP THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION BETTER THAN ONE FOOT IN 15,000 FEET AND AN ANGULAR ERROR OF 00 SECONDS PER ANGLE POINT, AND WAS ADJUSTED USING THE LEAST SQUARES METHOD, THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 314,732 FEET. EQUIPMENT UTILIZED. ANGULAR - TOPCON GTS -303 LINEAR - TOPCON GTS -303 EDM NO NGS MONUMENT LOCATED WITHIN 500' OF SITE. IN MY OPINION, THIS ISA CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. GEORGE T. WHITE. GA. PL S. #1929 REV 01 RECORDED IN PB 34, PG 162-164 ORIGINALLY RECORDED IN PB 34, PG 103-105 NO I REVISION CKD DATE I Correct Land Lot Number, Lots 28 6 29 6-15-2001 2 lPevise rear lot setback in note 4 10-26-2001 C w FUN O! L F'" z d LH < Q H Cr 0 L,J O � Z 0 U Lij L>J Q UL H U W Q O U cc CIL Cr7 LL O O 4 J f— LD ti U O CC) Id ti 0 O _I 2 Q J PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DGAWTNG NIIMRER i i?f i FINAL SURVEYORS CERTIFICATE It is hereby certified that this plat is true and correct and was prepared from an actual survey of the property made by we or under my supervision; that all monuments shown hereon actually exist or are marked as "future" and their 'cation, size, type, and material are correctly shown: This plat cont'ms to all requirements of 'orgia Plat Act. By - W ` Registerdd Survdryor No. /fZ!% Date 7/ G;y/t 45 _ tOGi/ FINAL PLAT APPROVAL This plat complies with the zoning regulations, the land development ordinance and all other regulations governing the land development for the City of Peachtree City. 7--7- - 61 City Engineer Date City Planner Date I .. M)lyor/City Manaqer Date City jC1rk Date Certificate of Private Streets Sate of Georgia County of Fayette The owner of the land shown on this plat acknowledges that this plat contains approved private streets, and that the owner or owners of property within the subdivision will be responsible for the maintenance of all private streets in the subdivision, and furthermore, the subdivider will demonstrate to the City that all deeds and deed covenants for the property within the subdivision shall contain full and complete notice to all future property owners that they will be responsible for thetenance of th private streets. Owner/Georgia Classic Homes LLC L Notary Public State of Georgia USA HENDERSON Notary Public, Henry County, Georgia My Common Expires April 9, 2004 CERTIFICATE OF DEDICATION State of Georgia County of Fayette The owner of the land shown on this plat acknowledges that this plat was made from an actual survey. and for value received. the sufficiency of which is hereby acknowledged, does hereby convey in fee simple to the City of Peachtree City. Georgia, and further dedicates to the use of the public forever all streets and rights-of-way. alleys, cart paths, watercourses. drains. easements, greenbelts and public places shown hereon, except those easements designated on this plat as other utility company easements, and except those streets specifically designated on this plat as private streets. REVISED FWAL PLAT OF ASHTON PARK,SUBDIVISION Notary Public STATE OF GEORGIAy�.�, USA HENDERSON NOW Publik%, HAnry County, Georgia W OtlllMr11185W Expires Aprif 9, 2004 The conveyance of streets and rights-of-way and public dedications shown on this plat are hereby accepted Py ,the City of'Peachtree City, Georgia. This the�day of alkt . 20-- t . THE CITY OF PEAC:i4REE I!iITY, GE9RGIA Mayor A ' 41 Attest: �t City Clerk Notary Public ' (Ord. No. 434, 6-4-8 rd. No. 544, 812 - 90) the city shall be responsible to the citizens of Peachtree City for the maintenance of said improvements as provided by law. No roadway and associated right-of-way shall be accepted by the city for maintenance unless it scores 90 or above on the city's asphalt pavement rating form. Provided, however, any damages which occurred prior to the end of said two (2) year period and which still are unrepaired at the termination of said period shall remain the responsibility of the developer (written notice of said damages must be given prior to the time the two (2) year period ends). IN WITNESS WHEREOF, the developer has caused this Agreement to be executed by its duly authorized fficers this .day of v 20-j2Z. BY: ✓�i �L r -?v f�J Title:��+ CITY OF PEACHTREE CITY LAND LOTS 19 & 28 6th DISTRICT FAYETTE COUNTY, GEORGIA BRAEL INN RO o � SITE F LOCATION MAP THE PURPOSE OF THIS PLAT REVISION IS TO CORRECT THE LAND LOT NUMBER 20 TO 28. AND TO REVISE LOTS 28 & 29 TO MEET THE SETBACK REQUIREMENTS. 1. OWNER/DEVELOPER: GEORGIA CLASSIC HOMES, L.L.C.. 516 ASHLEY WAY PEACHTREE CITY, GA 30269 770-486-1596 2. ENGINEER: INTEGRATED SCIENCE & ENGINEERING P.O. BOX 703 FAYETTEVILLE, GA 30214 770-461-4292 3. TOTAL TRACT AREA = 10.75 ACRES TOTAL NUMBER OF LOTS = 30 LOTS PARK AREA = 3,908 SO FT. GREENBELT AREA = 4.59 ACRES 4. ZONING - LUR (LIMITED USE RESIDENTIAL) FRONT YARD SETBACK = 20' (FROM BACK OF CURB) SIDE YARD SETBACK = 3' REAR YARD SETBACK = 10' 35' UNDISTURBED BUFFER ALONG WESTERN SIDE OF PROPERTY 5. THIS PROPERTY IS LOCATED IN A ZONE X, NOT A FLOOD HAZARD AREA AS PER F.I.R.M. PANEL NO. 13113CO0900 DATED MARCH 1B, 1996. 6. WATER SERVICES PROVIDED BY THE FAYETTE COUNTY WATER SYSTEM. SEWER SERVICES PROVIDED BY THE PEACHTREE CITY WATER AND SEWER AUTHORITY. 7, BOUNDARY INFORMATION PROVIDED BY WELBORN LAND SURVEYING, INC. B. IRON PINS (1/2"REBAR) TO BE SET AT ALL PROPERTY CORNERS UNLESS LABELED OTHERWISE. 9. COVENANTS ON PROPERTY RECORDS IN DEED BOOK PAGE FAYETTE COUNTY, GEORGIA RECORDS. 10. TBM - TOP OF SS MANHOLE ACROSS HOLLY GROVE CHURCH ROAD BEHIND LOTS 5 & 6. ELEV = 820.83 PIPE CHART PIPE MAINTENANCE GUARANTEE In consideration of the approval of this final plat The undersigned, its successors and assigns, hereby and other valuable considerations, the owners do warrants and guarantees to the City of Peachtree hereby agree to hold the City of Peachtree City, City the full and complete maintenance of a certain Georgia. harmless for a five (5) year period from improvement known as Ashton Park Subdivision and any and all monetary liabilities which may arise more particularly shown in Plat Book from any and all claims, damages, or demands arising Page(s) of the Fayette County Records. on account of the design and construction of public JB1 improvements of the property shown herein, to This warranty and guarantee is made in accordance include but not limited to , the roads, streets, with the Peachtree City Land Development Ordinance. fills, embankments, ditches, cross drains, culverts This guarantee includes not only paving but also all and bridges within the proposed right-of-way shown, other appurtenant structures and amenities lying resulting from any and all causes other than by an within the right-of-way of said road and in the act of the City of Peachtree City, Georgia. greenbelt including but not limited to all curbing. 810.65 drainage pipes, culverts, catch basins. drainage And further, the owner warrants that he owns fee ditches, bike paths, cart paths and pedestrian simple title to the property shown hereon and agrees paths. Utilities owned and operated by a that the City of Peachtree City shall not be liable governmental body or public utility company shall be to the undersigned or subsequent owners in title for the responsibility of said governmental body r' f five 5 ears for an claim of damages a period o i ( ) y y 9 or public utility company and not the developer. resulting from negligence in exercising engineering S1 '24'08"E techniques and due caution in the construction of The developer shall correct and repair or cause to cross drains extension, drives, structures or be corrected and repaired, all damages to said buildings, the changing of courses of streams and improvements resulting from any cause whatsoever. rivers, flooding from natural creeks and rivers and In the event the developer fails to correct any any other matter whatsoever on private property. damages within thirty (30) days after written notice Any and all monetary liability occurring under this thereof, then said damages may be corrected by the paragraph shall be the liability of the owner. I city and all costs and charges billed to and further warrant that I have the right to convey said paid by the developer: but this remedy shall not land according to this plat and do hereby bind limit the city. and it shall also have any remedies myself and the owners subsequent in title available to it as approved by law. to defend the covenants and agreements set out. 810.48 1465.71' The terms of this Agreement shall be for a period of IN WITNESS WHEREOF, I have hereunto t by hand and two (2) years beginning on the date of written affixed my seal this ,21P day of f acceptance of said improvements by the city as 20QL . evidenced by the final plat approval of said 17.14' completed improvements. (SEA ' C15 Owner After the termination of said two (2) year period. Notary Public STATE OF GEORGIAy�.�, USA HENDERSON NOW Publik%, HAnry County, Georgia W OtlllMr11185W Expires Aprif 9, 2004 The conveyance of streets and rights-of-way and public dedications shown on this plat are hereby accepted Py ,the City of'Peachtree City, Georgia. This the�day of alkt . 20-- t . THE CITY OF PEAC:i4REE I!iITY, GE9RGIA Mayor A ' 41 Attest: �t City Clerk Notary Public ' (Ord. No. 434, 6-4-8 rd. No. 544, 812 - 90) the city shall be responsible to the citizens of Peachtree City for the maintenance of said improvements as provided by law. No roadway and associated right-of-way shall be accepted by the city for maintenance unless it scores 90 or above on the city's asphalt pavement rating form. Provided, however, any damages which occurred prior to the end of said two (2) year period and which still are unrepaired at the termination of said period shall remain the responsibility of the developer (written notice of said damages must be given prior to the time the two (2) year period ends). IN WITNESS WHEREOF, the developer has caused this Agreement to be executed by its duly authorized fficers this .day of v 20-j2Z. BY: ✓�i �L r -?v f�J Title:��+ CITY OF PEACHTREE CITY LAND LOTS 19 & 28 6th DISTRICT FAYETTE COUNTY, GEORGIA BRAEL INN RO o � SITE F LOCATION MAP THE PURPOSE OF THIS PLAT REVISION IS TO CORRECT THE LAND LOT NUMBER 20 TO 28. AND TO REVISE LOTS 28 & 29 TO MEET THE SETBACK REQUIREMENTS. 1. OWNER/DEVELOPER: GEORGIA CLASSIC HOMES, L.L.C.. 516 ASHLEY WAY PEACHTREE CITY, GA 30269 770-486-1596 2. ENGINEER: INTEGRATED SCIENCE & ENGINEERING P.O. BOX 703 FAYETTEVILLE, GA 30214 770-461-4292 3. TOTAL TRACT AREA = 10.75 ACRES TOTAL NUMBER OF LOTS = 30 LOTS PARK AREA = 3,908 SO FT. GREENBELT AREA = 4.59 ACRES 4. ZONING - LUR (LIMITED USE RESIDENTIAL) FRONT YARD SETBACK = 20' (FROM BACK OF CURB) SIDE YARD SETBACK = 3' REAR YARD SETBACK = 10' 35' UNDISTURBED BUFFER ALONG WESTERN SIDE OF PROPERTY 5. THIS PROPERTY IS LOCATED IN A ZONE X, NOT A FLOOD HAZARD AREA AS PER F.I.R.M. PANEL NO. 13113CO0900 DATED MARCH 1B, 1996. 6. WATER SERVICES PROVIDED BY THE FAYETTE COUNTY WATER SYSTEM. SEWER SERVICES PROVIDED BY THE PEACHTREE CITY WATER AND SEWER AUTHORITY. 7, BOUNDARY INFORMATION PROVIDED BY WELBORN LAND SURVEYING, INC. B. IRON PINS (1/2"REBAR) TO BE SET AT ALL PROPERTY CORNERS UNLESS LABELED OTHERWISE. 9. COVENANTS ON PROPERTY RECORDS IN DEED BOOK PAGE FAYETTE COUNTY, GEORGIA RECORDS. 10. TBM - TOP OF SS MANHOLE ACROSS HOLLY GROVE CHURCH ROAD BEHIND LOTS 5 & 6. ELEV = 820.83 PIPE CHART PIPE SIZE TYPE LENGTH INVERT ELEV TOP ELEV CBI S13*02'16"W 35.36' 811.93 820.16 1 18"CMP 94' 45.58' 184.00' JB1 SIO '42'13'E 45.30' 810.99 815.59 2 1811CMP 19' 38.17' 184.00' HWI N15'26'17"E 46.02' 810.65 184.00' C132 S23'04'29"W 58.13' 809.75 811.56 3 24"CMP 103' 8.16' 184.00' J132 S1 '24'08"E 22.36' 805.01 811.56 4 24"CMP 49' 27.10' 40.00' HW2 N25'14'28"E 52.70' 804.33 1465.71' 5 18"CMP 92' 34.42' 40.00' FES1 N28*27'15"E 111.65' 810.48 1465.71' 6 24"CMP 49' 20.85' 40.00' FES2 S30 '58'19"W 17.14' 804.49 1465.71' CURVE DATA CURVE CHORD BEARING CHORD ARC RADIUS Ci S13*02'16"W 35.36' 39.28 25.00' C2 S24 *52'18"E 45.47' 45.58' 184.00' C3 SIO '42'13'E 45.30' 45.41' 184.00' C4 S2 *18'38"W 38.10' 38.17' 184.00' C5 N15'26'17"E 46.02' 46.14' 184.00' C6 S23'04'29"W 58.13' 58.14' 1465.71' C7 S23 *53'30"W 8.16' 8.16' 184.00' C8 S1 '24'08"E 22.36' 23.18' 25.00' C9 S8'33'23"E 26.59' 27.10' 40.00' CIO N25'14'28"E 52.70' 52.71' 1465.71' Cii S35'30'17"W 33.37' 34.42' 40.00' C12 N28*27'15"E 111.65' 111.68' 1465.71' C13 N75'05'12"E 20.61' 20.85' 40.00' C14 S30 '58'19"W 17.14' 17.14' 1465.71' C15 N72 *07'45"W 24.53' 24.93' 40.00' C16 N34'19'28"W 27.30' 27.86' 40.00' C17 N8'01'49"E 30.49' 31.28' 40.00' C18 S54 '21'45"W 32.45' 33.41' 40.00' C19 S51'43'40"W 22.36' 23.18' 25.00' C20 N11'07'25"E 75.69' 76.45' 156.00' C21 N17'26'07"W 78.22' 79.07' 156.00' C22 S78'11'30"E 124.19' 138.76' 86.00' C23 N38 *38'26"E 50.13' 50.87' 86.00' C24 S4*52'10"E 22.36' 23.18' 25.00' C25 S3'02'06"E 38.05' 39.65' 40.00' C26 S47 *39'57"W 30.36' 31.14' 40.00' C27 S87 *09'16"W 23.64' 24.00' 40.00' C28 N57'12'12"W 25.33' 25.77' 40.00' C29 N17'47'24"W 28.61' 29.26' 40.00' C30 S38*59'49"W 46.83' 50.03' 40.00' C31 N48 *15'38"E 22.36' 23.18' 25.00' C32 S25'59'38"W 17.09' 17.10' 114.00' C34 N33 '06'12"E 35.36' 36.49' 42.00' C35 S20'07'40"W 138.97' 139.07' 1064.60' C36 S73'30'57"W 22.02' 22.28' 42.00' C37 S63'42'53"E 38.88' 40.42' 42.00' C38 S34'06'17"E 2.99' 2.99' 42.00' C39 N76 '57'44"W 35.35' 39.26' 25.00' C40 S11'26'04"E 28.24' 28.80' 42.00' C41 Si'35'47"E 29.53' 30.87' 30.00' C42 N41 *45'12"E 45.31' 45.61' 114.00' C431 N40 *33'04"E, 13.151 13.26' 30.00' C441 N24'43'29"E 31. 76 '1 31.76'11064.60 ' PRINTED JUL 0 5 2001 INTEGRATED SCIENCE & ENGINEERING THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION BETTER THAN ONE FOOT IN 15,000 FEET AND AN ANGULAR ERROR OF 00 SECONDS PER ANGLE POINT, AND WAS ADJUSTED USING THE LEAST SQUARES METHOD. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 314,732 FEET. EQUIPMENT UTILIZED: ANGULAR - TOPCON GTS -303 LINEAR - TOPCON GTS -303 EDM NO NGS MONUMENT LOCATED WITHIN 500' OF SITE. IN MY OPINION, THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMU STANDARDS AND RE=IREMENTS OF LAW. GEORGE T. WHITE, GA. P.L.S. #1929 GEORGIA, FAYETTE COUNTY Filed and Recorded this s Dap of 2patage ' M. • Clerk ORIGINALLY RECORDED IN P8 34, PG 103-105 NO I REVISION I CKO I DATE I lCorrect Land Lot Number, Lots 28 & 29 6-15-2001 J PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DRAWING NUMBER 1 OF 3 SEE SHEET 3 OF 3 12 i 3 i .22 24.. E N7 13-7 5g ' 8, 093 sq. ft. p0 � • 42 p3 2 8BUILDING LEGEND R/W RIGHT OF WAY N/F NOW OR FORMERLY BIC BACK OF CURB E/P EDGE OF PAYMENT NTS NOT TO SCALE SOFT. SQUARE FEET CB CATCH BASIN HW HEADWALL JB JUNCTION BOX CMP CORRUGATED METAL PIPE ACCMP ASPHALT -COATED CORRUGATED METAL PIPE D. E. DRAINAGE EASEMENT C.L. CENTERLINE 8BUILDING LINE UTILITY POLE G. 1. GRATED INLET D.I. DROP INLET 3D FIRE HYDRANT OS OUTLET STRUCTURE F.S.S.E. FUTURE SANITARY SEWER EASEMENT RCP REINFORCED CONCRETE PIPE -S- SANITARY SEWER LINE 0 SANITARY SEWER MANHOLE S.S.E. SANITARY SEWER EASEMENT -F- FORCED MAIN L.L.L. LAND LOT LINE 0/F AREA OUTSIDE FLOOD PLAIN M.F.F.E. MINIMUM FINISHED FLOOR ELEVATION FES FLARED END SECTION UE UTILITY EASEMENT U 10,2.50- 84 •39.34 " W 13 Q �, \\ 6, 209 S69 • ��� \� sq. ft. 0)o 18, o o� G�D�/ 0 116 6 "F ti �m�Q 22 0 "' S co 6, 701 12 / _ o o>' s q . f t. ^ 02 c 0)/'" Q� N68 �6 ryoi 4 9, 351 /� •1� " 3, 908 C _� `moo o�'� .p2 off; 30 �8, 282 0 sq. ft. o vp �' ,� 6,282 r 1'o sq. ft. U'a,;moo oo- • 1°' �•o �o 2840 9.308 nom 27 v sq. ft. 00 co 11, 732 N sq. ft. o� 23 6.,w 6,374 ti sq. ft. orj, 3 60 � 1e C4,32 6,879 ��ti 4 sq. ft. ,, Hse 3s• SS o �� I 6,483 �� sq. ft. 10 N� N6 j� o� Ss'•w �� 26 S, 11,219 Z .10,9sq• ft. NQS .�� 0.9 •. N o. � f D 139.74 S82 -23'32"W 163.81' S10 •37'06"W A=524.64' Lc=518.70' R=1004.60' OPEN SPACE N43'19'34"W Lc=150.10' A=150.66' R=503.67' 0 m 3 YT �ry PRINTED � JUL 0 5 2001 INTEGRATED SCIENCE & ENGINEERING THE PURPOSE OF THIS PLAT REVISION IS TO CORRECT THE LAND LOT NUMBER 20 TO 28. AND TO REVISE LOTS 28 & 29 TO MEET THE SETBACK REQUIREMENTS. l-£ ORIGINALLY RECORDED IN PB 34, PG 103-105 FOR NOTES, CLOSURE INFORMATION SEE SHEET 1 OF 3 GRAPHIC SCALE 1"=50' 0 50 100 150 NO REVISION CKD DATE 1 Correct Lend Lot Number. Lots 28 & 29 6-15-2001 Q H 0 w o O U ti Q U_ a U W ui Cr O � Q a � � O rrww O _ v1 ti 4J ti cc U 0 N O O ti O z Q J ee PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DRAWING NUMBER 2 OF 3 TBM ELEV=820.83 yJ J� 2 LEGEND R/M RIGHT OF KAY N/F NOW OR FORMERLY BIC BACK OF CURB E/P EDGE OF PAYMENT NTS NOT TO SCALE SQ.FT. SQUARE FEET CB CATCH BASIN HW HEADWALL JB JUNCTION BOX CMP CORRUGATED METAL PIPE ACCMP D.E. ASPHALT -COATED CORRUGATED METAL PIPE DRAINAGE EASEMENT C.L. CENTERLINE B.L. BUILDING LINE 0 UTILITY POLE G.I. GRATED INLET D.I. DROP INLET )D FIRE HYDRANT OS OUTLET STRUCTURE F.S.S.E. FUTURE SANITARY SEWER EASEMENT RCP REINFORCED CONCRETE PIPE -S- SANITARY SEWER LINE 0 SANITARY SEWER MANHOLE S.S.E. SANITARY SEWER EASEMENT -F- FORCED MAIN L.L.L. LAND LOT LINE O/F AREA OUTSIDE FLOOD PLAIN M.F.F.E. MINIMUM FINISHED FLOOR ELEVATION FES FLARED ENO SECTION UE UTILITY EASEMENT A: 27 �r X S6q .a 129 2 'sp y S72'19'56"E p6 F 29.58' N29 '20 ' 55 " E Lc=383.37' A=384.43' R=1490.70' N82 0'08"E 88.36' S,74.0;�• 82 0' ss •'E HW 1 5.66' 62 ' 10 ' 81 • N50 *32'33"E 1 29 "E M. F. F. E. 3 M. F.F. E. O/ OA 11.06' 66-63' S 816.50 816.50 �� J8 N �J A/• 6, 530 v o 6,558 �S,o sq. ft.r; o sq. ft.ti� '� o� C Ss0 . : 786/� / tihgO tiS s 4rc WATER QUALITY 1� �1 0 ^ Fs�� Fss POND �'p •s F 7,6 3 0 0 • z° / 6. 353 Fsyr FES i S�'L sq.ft. sq f t . 0v„o, , ^ ^ V -1S L0 S 1 0� 816.0 HW2 � �- 93.51 ` S7 •08;4,,, ^� C8! �, 1�.�j8 29 o N63 *02'0 O4 WATER QUALITY 06. 4 �6A 78-51' POND - 55 ' � � R v 7,459 a B © \F �t 0 sq. ft. ,TS M. F. F. E. JB2 FE \q� 8, 296 / 1 �-0 O N 818.75 9-. sq . f t . 5 % S "� 0- NO 7.299 1 moo., usfi 6 4 l ti) Bl c?� S °�L o sq. f t. 3 O,O� SQ Oq /o`er �: S�, . \� �,p 7, 322 s ��; 1. \ P ,0 \ / 5, 898 26 F m 1 \0 Z0 sq ft. -' 18 .� ca sq ft. T 8, 707 r l 1 �� o M. F. F. E. 9v� 1 9 818.75 sq. f t . y 61 6, 332 �o \ \\ 17 1 �; � tis 111 s q . f t. \ 9 J -L S82 • o / IS q4 p, •A2 M. F. F. E. 'S 04 ' 29” ry x SS , S C82 61 81e.65 628 i 139.22. o v 0 'h, \. m 12 7.792 S 2� sq. ft. �0 s �� 7, 174 sq.ft. f t ' CC ,� 0 ' R N86 '49'54"W Sg78 N sq. ft. 1 U '� 20.00' I U 102-50' v 566.r8' 9 C2 • 22.24 E N84 •39 ' 34 " W o 11g 16 92 . /� h �? >/ 214.998 6 Ig rr N 5g ' F 4. 998 13-7-59. 3? h� 6 484 sq. f t. �0 S231 24 " 91 . SS9 01 . 66 43 N/F HOLLY GROVE A.M.E. CHURCH OB 1265, PG3 46 01 2s ,, 2 sq. ft. 1 ��� / N6 10�. 9 819.00E O m ra 2 3 = 0 116 16 •F ti� Q �m JQm 2 2 6, 604 w sq. ft. O 12 o MFFE Cr THE PURPOSE OF THIS PLAT REVISION IS TO CORRECT THE LAND LOT NUMBER 20 TO 28. AND TO REVISE LOTS 28 & 29 TO MEET THE SETBACK REQUIREMENTS. 14 p2ase 61� 819.50 �� e 6 �`� 2 3 16 w h !� 3 SeE or 3 ORIGINALLY RECORDED IN PB 34, PG 103-105 FOR NOTES, CLOSURE INFORMATION SEE SHEET 1 OF 3 GRAPHIC SCALE 1"=50' 0 50 100 150 ru PRINTED JUL 0 5 2001 INTEGRATED SCIENCE & ENGINEERING d NO REVISION CKO DATE 1 Correct Land Lot Number, Lots 28 C29 6-15-2001 H U w =1 v W a U- Q) Q) N Ca n J Q r PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2_27-2001 FILE NUMBER DRAWING NUMBER 3 OF 3 SEE STET 3 OF 3 hC) X12 � W 3 / U N v 102.50' v 24 E N84 '39.34 " W o. N77 •22' c� 13 7 59 13 o• 8,093 "s 6, 209141 sq. ft. sq. ft. o 6 QZ '3 b tib <A o J T- vat It '7' 'o o� � SFr 3 pyo --4/ 3 -I-/ " 15 �Q m J� sse • ��/ 1168 Ig. �/ 6, 70112 sq. ft.1 4 0 2 9, 351 9g , 19 sq. ft. \ 3 90863 \ -s.q f t . i C22 A/ o � o ► ` 0� 2� 'A� �o Jo 0 0 \ S 30 m 8,282 v� Gam\ 0 sq. ft. AOS 0 0OZ 2a ,gE 2T 111.g�A3A 9 GAO T 6,433 29 sq. ft. 2 8, ��j 9, 157 co 4 � N v sq. ft. .0o m 40 �9� N W y°' �h�� 2 2 � � 1 c CY) �Y N69 16 1 Q 1 fl) e�6w 0 23 6, 374 1 sq. ft. Hse I6.6p, G 18 16 •.W �\c43 2 4 6, 879 1 sq. ft. v X66 I 1 . 25 6'w I� 6, 483 sq. ft. 1 p N66 �6• qB , P cl) C36 26 11,219 Jps9 sq. ft. ZN�S Js _>p S9 F • D h 27 �N�0 J 11, 732 D sq. ft. 139.74' S82.23. 32"W 163 8i low !"M -9 ~ SIO *37'06"W A=524.64' Lc=518.70' R=1004.60' OPEN SPACE N43'19'34"W Lc=150.10' A=150.66' R=503.67' AM ti d 0 ti r O•Z• APR - 2 2001 INTEGRATED SCIENCE & ENGINEERING1 FOR NOTES, CLOSURE INFORMATION SEE SHEET 1 OF 3 mo. GRAPHIC SCALE 1"=50' 0 50 100 150 REVISION CKD I DATE PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DRAWING NUMBER 2 OF 3 LEGEND R/W RIGHT OF WAY N/F NOW OR FORMERLY B/C BACK OF CURB E/P EDGE OF PAYMENT NTS NOT TO SCALE SOFT. SQUARE FEET CB CATCH BASIN HW HEADWALL JB JUNCTION BOX CMP CORRUGATED METAL PIPE ACCMP ASPHALT -COATED CORRUGATED METAL PIPE D.E. DRAINAGE EASEMENT C.L. CENTERLINE B.L. BUILDING LINE Rl UTILITY POLE G. I. GRATED INLET D.I. DROP INLET 3D FIRE HYDRANT OS OUTLET STRUCTURE F.S.S.E. FUTURE SANITARY SEWER EASEMENT ACP REINFORCED CONCRETE PIPE -S- SANITARY SEWER LINE O SANITARY SEWER MANHOLE S.S.E. SANITARY SEWER EASEMENT -F- FORCED MAIN L.L.L. LAND LOT LINE 0/F AREA OUTSIDE FLOOD PLAIN M.F.F.E. MINIMUM FINISHED FLOOR ELEVATION FES FLARED END SECTION UE UTILITY EASEMENT � SFr 3 pyo --4/ 3 -I-/ " 15 �Q m J� sse • ��/ 1168 Ig. �/ 6, 70112 sq. ft.1 4 0 2 9, 351 9g , 19 sq. ft. \ 3 90863 \ -s.q f t . i C22 A/ o � o ► ` 0� 2� 'A� �o Jo 0 0 \ S 30 m 8,282 v� Gam\ 0 sq. ft. AOS 0 0OZ 2a ,gE 2T 111.g�A3A 9 GAO T 6,433 29 sq. ft. 2 8, ��j 9, 157 co 4 � N v sq. ft. .0o m 40 �9� N W y°' �h�� 2 2 � � 1 c CY) �Y N69 16 1 Q 1 fl) e�6w 0 23 6, 374 1 sq. ft. Hse I6.6p, G 18 16 •.W �\c43 2 4 6, 879 1 sq. ft. v X66 I 1 . 25 6'w I� 6, 483 sq. ft. 1 p N66 �6• qB , P cl) C36 26 11,219 Jps9 sq. ft. ZN�S Js _>p S9 F • D h 27 �N�0 J 11, 732 D sq. ft. 139.74' S82.23. 32"W 163 8i low !"M -9 ~ SIO *37'06"W A=524.64' Lc=518.70' R=1004.60' OPEN SPACE N43'19'34"W Lc=150.10' A=150.66' R=503.67' AM ti d 0 ti r O•Z• APR - 2 2001 INTEGRATED SCIENCE & ENGINEERING1 FOR NOTES, CLOSURE INFORMATION SEE SHEET 1 OF 3 mo. GRAPHIC SCALE 1"=50' 0 50 100 150 REVISION CKD I DATE PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DRAWING NUMBER 2 OF 3 u+ N TBM O ELEV=820.83 OS �t S6 32 , S72'19'56"E 1�'9 Qe F 29.58' N29 '20 '55 " E Lc=383.37' A=384.43' R=1490.70' E 88.36 ' S�q •0� , N82.20 08 56-,S- HWi 82 0' �.p 5.66 9. 10 62 ' 2 M.F.F. E. ; M F.F.E. 816.50 816.50 ��� JB s� • 6, 530 v o 6, 558 ��`` sq. ft.r; sq. ft.�- ti�L `9 % 4. En v rn� �` ^ c�SSF c 7, 6 3 '\30p • • / Zo 6, 353 FS sq ft. pppu�., sq. ft. /l 6 1 0 816.50E S %� 9 S7 •08 ; --__ CBI 1� X0.20 qq.,E � 6A• 06 -55 0 a 7 459 N/F HOLLY GROVE A.M.E. CHURCH DB 1265, PG3 �0 S231 4" 91 . SS9 6 01. 6 'p61 16, .v •Q 4B 1 S S6 • S83 ' 1 ' N50 *32'33"E 29 E Op 11.06' 66.63' sAEN • 4c of S d 400\S POND WATER QUALITY FES 1 S"�r HW2 m m 51' S6o 'o N83.02 08 E 93 4 WATER DUALITY 78.51' v� POND 'P 6 a 10 sq. ft. s M. F. F. E. JB2 O FES2 \9c�, 8.296 Op 818.75 J sq. ft. 5 S \� 05 3 0 7,299 , 1 90.,AN v 0 yT J� 2 LEGEND R/W RIGHT OF WAY N/F NOW OR FORMERLY B/C BACK OF CURB E/P EDGE OF PAYMENT NTS NOT TO SCALE SQ. FT. SQUARE FEET CB CATCH BASIN HW HEADWALL JB JUNCTION BOX CMP CORRUGATED METAL PIPE ACCMP ASPHALT -COATED CORRUGATED METAL PIPE D.E. DRAINAGE EASEMENT C.L. CENTERLINE B.L. BUILDING LINE 0 UTILITY POLE G. 1. GRATED INLET D.I. DROP INLET D FIRE HYDRANT OS OUTLET STRUCTURE F.S.S.E. FUTURE SANITARY SEWER EASEMENT RCP REINFORCED CONCRETE PIPE -S- SANITARY SEWER LINE O SANITARY SEWER MANHOLE S.S.E. SANITARY SEWER EASEMENT -F- FORCED MAIN L.L.L. LAND LOT LINE 0/F AREA OUTSIDE FLOOD PLAIN M.F.F.E. MINIMUM FINISHED FLOOR ELEVATION FES FLARED END SECTION UE UTILITY EASEMENT m3 r/ c?o , ^ N o sq . f t. o 4. > e1' c� SSF p n V 11 . � /40 �o G S� 9 Z, 7 322 v s `' S 898 8. 707 r N, J sq. ft. ^ mQ lea S82 •04 , 29 „E N o 139. 22' 9, 783 I °� sq. ft. 3 ,E I .22' 24 I N7137 59 01 \ tim sq. ft. ca sq. ft. T 1 1 1 o M. F. F. E. s� 6 1 7 1 9 818.75 .0 y 1 6,332 �o tiS)111 sq. ft. 6 � � ,•A`L M.F.F E. �� Cee 6 81e.65 628 m 12 w �� 7g79� s � 20 sq. ft. 7, 174 \ X40 R N86 •49 ' 54 " W N sq. ft. P 16 �, 20. 00 0 1102-50- a Sse .1 9 C2 ; c� Nse •4 g) , hh c N84 *39'34 " W o 11g 9 .1 9`� ' i �o 21 6 16 .w 0 F J 4, 998 6 484 sq. f t . 1 v� 10) M. F. F. E. O o h sq. ft. Q m N6 0 819.00 2 f �� s 151 i �, 611 9 (�' : ~ se • Cry .V/ ti i Qj/� 3g 3 = 22 6,604 2 o E v sq. ft. �O 12 o M. F. F. E. * O �t 14 �2 ` $Ez� �FT � � 3 819.50 p ti0 " 23 o 3 �n) ru V FOR NOTES, CLOSURE INFORMATION SEE SHEET 1 OF 3 GRAPHIC SCALE 1"=50' 0 50 100 150 NO REVISION APR - 2 2001 INTEGRATED SCIENCE & ENGI. CKD I DATE PROJECT NUMBER 00083 DRAWN BY CHECKED BY TJC GTW ISSUE DATE 2-27-2001 FILE NUMBER DRAWING NUMBER 3 OF 3