StreetFairfield Driveasehire ChasehireCourt Fairfield Farms ......2017/12/19 · N29 05'53"E...

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LEGEND:

CERTIFICATION:

ACKNOWLEDGMENT:

DEDICATION:

Fairfield Farms East

BOUNDARY DESCRIPTION:

GENERAL NOTES:

ENDORSEMENTS:

REVIEWED BY:

FILING RECORD:

SECTION 9-T13S-R20E

K-10 Highway

E 1650 (F

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Location Map:

Addition No. 6

E N G I N E E R S , P . A .Cook, Flatt & Strobel

2121 Moodie Road

Lawrence, Kansas 66046

785.856.9600

E. 1600 Road (O

'Connell Road)

Feet2001000

1" = 100'HORIZONTAL DATUM: NAD 83PROJECTION: KANSAS NORTH 1501 (GROUND)BASIS OF BEARING: FAIRFIELD FARMS EAST ADDITION NO. 1

VERTICAL DATUM: NAVD 88 PER GPS NETWORK OBSERVATIONGEOID: GEOID 12A

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BENCHMARK:

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AutoCAD SHX TextFOUND 1/2" REBAR WITH CAP BOLTZ LS 1158 NE COR. SW 1/4, SW 1/4 OF NW 1/4 SEC. 9-T13S-R20E

AutoCAD SHX TextSW COR. OF E 1/2 OF NE 1/4 OF NW1/4 SEC. 9-T13S-R20E

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AutoCAD SHX TextRANCH, INC.

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AutoCAD SHX TextRKF INVESTMENTS LLC

AutoCAD SHX TextDONNA J. THOMAS

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AutoCAD SHX TextBLOCK 15




AutoCAD SHX TextFAIRFIELD FARMS EAST ADDITION NO. 1

AutoCAD SHX TextDOUGLAS COUTNY, KS

AutoCAD SHX TextARTHUR L. QUEEN

AutoCAD SHX TextA-1 (COUNTY)

AutoCAD SHX TextPID-2


AutoCAD SHX TextLot 1, Block 2 Fairfield East Addition No. 1

AutoCAD SHX TextLot 2 Fairfield East Addition No. 2

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AutoCAD SHX TextDONNA J. THOMAS


AutoCAD SHX Text10' U/E



AutoCAD SHX Text119.04'








AutoCAD SHX TextTEMPORARY TURNAROUND EASEMENT TO EXPIRE WHEN BRIDGEWATER DRIVE IS EXTENDED TO THE SOUTH


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AutoCAD SHX TextFOUND 1/2" LS 1398 CAP IN MONUMENT BOX SW 1/4 OF NW 1/4 SEC. 9-T13S-R20E REFERENCES FROM DCDPW RECORD LOCATION UNKNOWN ORIGIN

AutoCAD SHX TextN08°50'20"W 179.04'

AutoCAD SHX Text1,162,095 S.F. (26.68 ACRES)

AutoCAD SHX TextN01°07'03"W 295.05' (P)

AutoCAD SHX TextS88°52'14"W 609.18 (M) S88°52'08"W 609.14' (P)

AutoCAD SHX TextN88°53'03"E 609.75' (M) N88°52'57"E 609.76' (P)

AutoCAD SHX Text N01°07'35"W 295.14' (M)


AutoCAD SHX TextS01°31'34"E 1279.10' (P)

AutoCAD SHX TextS01°31'56"E 1278.96' (M)

AutoCAD SHX TextS46°19'19"E 56.77' (P) S46°22'07"E 56.75' (M)


AutoCAD SHX TextN09°10'02"W 198.59' (M) N09°09'15"W 198.62' (P)






AutoCAD SHX TextN08°49'56"E 53.37' (M) N08°45'44"E 53.22 (P)

AutoCAD SHX TextS01°07'03"E 310.00' (M&P)


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AutoCAD SHX Text**CONSERVATION ESMT. BK. 1139 PG. 4062

AutoCAD SHX TextFOUND 2" ALUMINUM CAP STAMPED E 1/4, NE 1/4, SEC. 9-T13S-R20E W 1/4, SW 1/4 SEC. 9-T13S-R20E

AutoCAD SHX TextN88°51'18"W 668.99' (M) 668.83' (D)


AutoCAD SHX TextN88°53'03"E





AutoCAD SHX TextS80°03'09"E 184.95' (M) S80°06'06"E 185.12' (P)

AutoCAD SHX TextR=170.00' (M&P) L=28.60' (M) L=28.54' (P) CB=N75°58'32"E (M) CB=N76°02'10"E (P) CL=28.56' (M) CL=28.51' (P) DELTA=9°38'18" (M) DELTA=9°37'09" (P)

AutoCAD SHX TextS88°50'33"W 1946.42' (M) S88°51'12"W 1946.49' (P)


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AutoCAD SHX TextN01°07'03"W 224.43' (M)

AutoCAD SHX TextN88°52'17"E 414.57' (M) N88°52'57"E 414.56' (D)

AutoCAD SHX TextS01°07'43"E 129.98' (M) S01°07'03"E 129.98' (D)

AutoCAD SHX TextS88°50'33"W 718.39' (M) 718.39' (M) S88°51'12"W 718.34' (D)

AutoCAD SHX TextN88°52'17"E 303.12' (M) N88°52'57"E 303.11' (D)

AutoCAD SHX TextS01°31'56"E 94.09' (M) S01°31'34"E 94.00' (D)

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AutoCAD SHX Text2°03'23"(M)

AutoCAD SHX TextS10°45'12"W(M)


AutoCAD SHX Text19.05'(P)


AutoCAD SHX Text2°04'13"(P)

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AutoCAD SHX TextN01°07'42"W 224.43' (D)

AutoCAD SHX TextN88°53'03"E

AutoCAD SHX TextI HEREBY CERTIFY THAT THE PLATTED AREA SHOWN HEREON IS THE TRUE AND ACCURATE RESULTS OF A FIELD SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION. THIS SURVEY CONFORMS TO THE KANSAS MINIMUM STANDARDS FOR BOUNDARY SURVEYS AND THAT IT REPRESENTS A CLOSED TRAVERSE. THE FIELD WORK WAS COMPLETED IN THE FIELD NOVEMBER 27, 2017.

AutoCAD SHX TextA TRACT OF LAND IN THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 20 EAST OF THE 6TH, P.M. IN THE CITY OF LAWRENCE, DOUGLAS COUNTY, KANSAS MORE PARTICULARLY DECRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE ON A ASSUMED BEARING OF SOUTH 88 DEGREES 50 MINUTES 33 SECONDS WEST ON THE SOUTH LINE OF SAID QUARTER A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88 DEGREES 50 MINUTES 33 SECONDS WEST ON SAID SOUTH LINE A DISTANCE OF 1946.42 FEET (SOUTH 88 DEGREES 51 MINUTES 12 SECONDS WEST, 1946.49 FEET PLATTED) TO THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID QUARTER SECTION; THENCE NORTH 01 DEGREES 35 MINUTES 37 SECONDS WEST ON THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QURTER OF SAID QUARTER SECTION A DISTANCE OF 659.99 FEET (NORTH 01 DEGREES 35 MINUTES 31 SECONDS WEST, 660.06 FEET PLATTED) TO THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID QUARTER SECTION; THENCE SOUTH 88 DEGREES 52 MINUTES 14 SECONDS WEST ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID QUARTER SECTION A DISTANCE OF 609.14 FEET (SOUTH 88 DEGREES 52 MINUTES 08 SECONDS WEST, 609.14 FEET PLATTED) TO THE EAST LINE OF EAST 1600 ROAD AS RECORDED IN BOOK 909, PAGE 310 IN THE REGISTER OF DEEDS IN DOUGLAS COUNTY, KANSAS; THENCE NORTH O1 DEGREES 37 MINUTES 32 SECONDS WEST A DISTANCE OF 70.12 FEET (NORTH 01 DEGREES 37 MINUTES 18 SECONDS WEST, 70.12 FEET PLATTED) TO THE SOUTHWEST CORNER OF DEED RECORDED IN BOOK 2011, PAGE 1229 IN THE DOUGLAS COUNTY REGISTER OF DEEDS IN DOUGLAS COUNTY, KANSAS; THENCE NORTH 88 DEGREES 53 MINUTES 03 SECONDS EAST ON THE SOUTH LINE OF SAID DEED A DISTANCE OF 609.75 FEET (SOUTH 88 DEGREES 52 MINUTES 57 SECONDS EAST, 609.76 FEET PLATTED) TO THE WEST LINE OF FAIRFIELD FARMS EAST ADDITION NO. 3; THENCE NORTH 01 DEGREES 07 MINUTES 35 SECONDS WEST ON SAID WEST LINE A DISTANCE OF 295.14 FEET (NORTH 01 DEGREES 07 MINUTES 03 SECONDS WEST, 295.05 FEET PLATTED) TO THE SOUTHWEST CORNER OF FAIRFIELD FARMS EAST ADDITION NO. 4; THENCE NORTH 88 DEGREES 54 MINUTES 56 SECONDS EAST ON THE SOUTH LINE OF SAID SUBDIVISION A DISTANCE OF 123.59 FEET (SOUTH 88 DEGREES 52 MINUTES 57 SECONDS WEST, 123.61 FEET PLATTED) ; THENCE SOUTH 01 DEGREES 05 MINUTES 20 SECONDS EAST A DISTANCE OF 10.00 FEET (SOUTH 01 DEGREES 07 MINUTES 03 SECONDS EAST, 10.00 FEET PLATTED); THENCE NORTH 88 DEGREES 51 MINUTES 52 SECONDS EAST ON SAID SOUTH LINE A DISTANCE OF 179.99 FEET (NORTH 88 DEGREES 52 MINUTES 57 SECONDS EAST, 180.00 FEET PLATTED) TO THE WEST LINE OF FAIRFIELD FARMS EAST ADDITION NO.3 ; THENCE SOUTH 01 DEGREES 07 MINUTES O3 SECONDS EAST ON SAID WEST LINE A DISTANCE OF 310.00 FEET (SOUTH 01 DEGREES 07 MINUTES 03 SECONDS EAST, 310.00 FEET PLATTED); THENCE NORTH 88 DEGREES 52 MINUTES 39 SECONDS EAST A DISTANCE OF 180.45 FEET (NORTH 88 DEGREES 52 MINUTES 57 SECONDS EAST, 180.48 FEET PLATTED) ; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 530.00 FEET AN ARC LENGTH OF 19.02 FEET (19.15 FEET PLATTED) AND A CHORD WHICH BEARS SOUTH 10 DEGREES 45 MINUTES 12 SECONDS WEST A DISTANCE 19.02 FEET (SOUTH 10 DEGREES 56 MINUTES 00 SECONDS WEST, 19.15 FEET PLATTED) ON SAID SOUTH LINE; THENCE SOUTH 80 DEGREES 03 MINUTES 09 SECONDS EAST ON SAID SOUTH LINE A DISTANCE OF 60.00 FEET (SOUTH 80 DEGREES 06 MINUTES 06 SECONDS EAST, 60.00 FEET PLATTED) ; TO THE SOUTHWEST CORNER OF FARFIELD FARMS EAST ADDITION NO.5; THENCE CONTINUING SOUTH 80 DEGREES 03 MINUTESS 09 SECONDS EAST A DISTANCE OF 124.95 FEET (SOUTH 80 DEGREES 06 MINUTES 06 SECONDS EAST, 125.12 FEET PLATTED) TO THE SOUTHEAST CORNER THEROF; THENCE NORTH 08 DEGREES 49 MINUTES 56 SECONDS EAST ON THE EAST LINE A DISTANCE OF 53.37 FEET (NORTH 08 DEGREES 45 MINUTES 44 SECONDS EAST, 53.22 FEET PLATTED) ; THENCE NORTH 29 DEGREES 05 MINUTES 53 SECONDS EAST ON SAID EAST LINE A DISTANCE OF 134.74 FEET (NORTH 28 DEGREES 59 MINUTES 07 SECONDS EAST, 134.76 FEET PLATTED) ; THENCE NORTH 49 DEGREES 24 MINUTES 47 SECONDS EAST ON SAID EAST LINE A DISTANCE OF 126.18 FEET (NORTH 49 DEGREES 28 MINUTES 48 SECONDS EAST, 126.19 FEET PLATTED) ; THENCE NORTH 71 DEGREES 15 MINUTES 01 SECONDS EAST ON SAID EAST LINE A DISTANCE OF 334.49 FEET (THENCE NORTH 71 DEGREES 13 MINUTES 36 SECONDS EAST, 334.57 FEET PLATTED) TO THE SOUTHEAST CORNER OF FAIRFIELD FARMS EAST SUBDIVISION NO.5 ; THENCE NORTH 18 DEGREES 47 MINUTES 21 SECONDS WEST ON THE EAST LINE A DISTANCE OF 120.06 FEET (NORTH 18 DEGREES 46 MINUTES 24 SECONDS WEST, 120.00 FEET PLATTED) TO THE NORTHEAST CORNER OF FAIRFIELD FARMS EAST SUBDIVISION NO.5 ; THENCE NORTH 71 DEGREES 12 MINUTES 20 SECONDS EAST A DISTANCE OF 3.83 FEET (NORTH 71 DEGREES 13 MINUTES 36 SECONDS EAST, 3.83 FEET PLATTED) ; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 170.00 FEET AN ARC LENGTH OF 28.60 FEET (28.54 FEET PLATTED) AND A CHORD WHICH BEARS NORTH 75 DEGREES 58 MINUTES 32 SECONDS EAST A DISTANCE 28.56 FEET (NORTH 76 DEGREES 02 MINUTES 10 SECONDS EAST, 28.51 FEET PLATTED); THENCE NORTH 09 DEGREES 10 MINUTES 02 SECONDS WEST A DISTANCE OF 198.59 FEET (NORTH 09 DEGREES 09 MINUTES 15 SECONDS WEST, 198.62 FEET PLATTED) TO THE NORTHEAST CORNER OF LOT 1, BLOCK 1 FAIRFIELD FARMS NO.3 ; THENCE NORTH 88 DEGREES 52 MINUTES 10 SECONDS EAST A DISTANCE OF 780.32 FEET (NORTH 88 DEGREES 52 MINUTES 57 SECONDS EAST, 780.42 FEET PLATTED) TO THE NORTHEAST CORNER OF FAIRFIELD EAST SUBDIVISION NO.3 ; THENCE SOUTH 46 DEGREES 22 MINUTES 07 SECONDS EAST A DISTANCE OF 56.75 FEET (SOUTH 46 DEGREES 19 MINUTES 19 SECONDS EAST, 56.77 FEET PLATTED) ; THENCE SOUTH 01 DEGREES 31 MINUTES 56 SECONDS EAST A DISTANCE OF 1278.96 FEET (SOUTH 01 DEGREES 31 MINUTES 34 SECONDS EAST, 1279.10 FEET PLATTED) TO THE POINT OF BEGINNING. SAID TRACT CONTAINS 48.01 ACRES MORE OR LESS.

AutoCAD SHX TextLESLIE SODEN

AutoCAD SHX TextIRON PIN FOUND (AS NOTED)

AutoCAD SHX TextIRON PIN SET (1/2" X 24" REBAR W/CAP-CLS80)

AutoCAD SHX TextQUARTER SECTION CORNER

AutoCAD SHX TextSUBDIVISION BOUNDARY SET IN CONCRETE

AutoCAD SHX TextBE IT KNOWN TO ALL MEN THAT I (WE), THE UNDERSIGNED OWNER(S) OF THE ABOVE DESCRIBED TRACT OF LAND, HAVE HAD CAUSE FOR THE SAME TO BE SURVEYED AND PLATTED UNDER THE NAME OF FAIRFIELD FARMS EAST ADDITION NO. 6 AND HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO LOTS AND STREETS AS SHOWN AND FULLY DEFINED ON THIS PLAT. ALL STREETS, DRIVES, ROADS, ETC. SHOWN ON THIS PLAT AND NOT HERETOFORE DEDICATED TO PUBLIC USE ARE HEREBY SO DEDICATED. AN EASEMENT IS HEREBY DEDICATED TO THE CITY OF LAWRENCE TO ENTER UPON CONSTRUCT AND MAINTAIN DRAINAGE STRUCTURES AND APPURTENANCES UPON, OVER, AND UNDER THOSE AREAS OUTLINED AS "DRAINAGE EASEMENT" OR "D/E". AN EASEMENT IS HEREBY DEDICATED TO THE CITY OF LAWRENCE AND PUBLIC UTILITY COMPANIES TO ENTER UPON, CONSTRUCT AND MAINTAIN UTILITIES UPON, OVER, AND UNDER THOSE AREAS OUTLINED ON THIS PLAT AS "UTILITY EASEMENT" OR "U/E."

AutoCAD SHX TextNOTARY PUBLIC

AutoCAD SHX TextMY COMMISSION EXPIRES

AutoCAD SHX TextFAIRFIELD FARMS 3 LLC

AutoCAD SHX TextDUSTIN BAKER

AutoCAD SHX TextKAY PESNELL

AutoCAD SHX TextREGISTER OF DEEDS DATE

AutoCAD SHX TextACCEPTED BY

AutoCAD SHX TextCITY OF LAWRENCE

AutoCAD SHX TextPLANNING COMMISSION

AutoCAD SHX TextAPPROVED BY

AutoCAD SHX TextDOUGLAS COUNTY, KANSAS

AutoCAD SHX TextCITY COMMISSION

AutoCAD SHX TextLAWRENCE, KANSAS

AutoCAD SHX TextRIGHT-OF-WAY AND EASEMENTS

AutoCAD SHX TextWITH K.S.A. 58-2005.

AutoCAD SHX TextREVIEWED IN COMPLIANCE

AutoCAD SHX TextCITY CLERK DATE

AutoCAD SHX TextSHERRI RIEDEMANN

AutoCAD SHX TextMAYOR DATE

AutoCAD SHX TextDOUGLAS CO. SURVEYOR

AutoCAD SHX TextKEVIN R. SONGTAG P.S. #1640

AutoCAD SHX TextA REPLAT OF A PORTION OF FAIRFIELD FARMS EAST ADDITION NO. 3 AND A PORTION OF FAIRFIELD FARMS EAST ADDITION NO. 1 IN THE CITY OF LAWRENCE, DOUGLAS COUNTY, KANSAS

AutoCAD SHX TextSCALE: 1"= 2,000'

AutoCAD SHX TextA FINAL PLAT OF

AutoCAD SHX TextSTATE OF KANSAS COUNTY OF DOUGLAS THIS IS TO CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN THE OFFICE OF THE DOUGLAS COUNTY REGISTER OF DEEDS ON THIS DAY OF , 20__ AND IS DULY RECORDED AT ; PLAT BOOK ; PAGE .

AutoCAD SHX TextSTATE OF KANSAS COUNTY OF DOUGLAS BE IT REMEMBERED THAT ON THIS DAY OF , 20__, BEFORE IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL ON THE DAY AND YEAR LAST WRITTEN ABOVE. ME, THE UNDERSIGNED, A NOTARY PUBLIC, IN AND FOR SAID ME, THE UNDERSIGNED, A NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE, CAME DUSTIN BAKER, FAIRFIELD FARMS 3 LLC, WHO IS (ARE) PERSONALLY KNOWN TO ME TO BE THE SAME PERSON(S) WHO EXECUTED THE FOREGOING INSTRUMENT OF WRITING AND DULY ACKNOWLEDGE THE EXECUTION OF THE SAME.


AutoCAD SHX TextPOINT OF COMMENCING FOUND 1/2" REBAR WITH NO CAP SE COR. NW 1/4 SEC. 9-T13S-R20E REFERENCES ON FILE AT DCDPW RECORD LOCATION UNKNOWN ORIGIN

AutoCAD SHX TextPOINT OF BEGINNING

AutoCAD SHX TextSCOTT MCCULLOUGH

AutoCAD SHX TextPLANNING DIRECTOR DATE

AutoCAD SHX TextU/E UTILITY EASEMENT UTILITY EASEMENT D/E DRAINAGE EASEMENT DRAINAGE EASEMENT R/W RIGHT-OF-WAY RIGHT-OF-WAY L/E LANDSCAPE EASEMENT LANDSCAPE EASEMENT s.f. SQUARE FEET SQUARE FEET DCDPW DOUGLAS COUNTY DEPARTMENT OF PUBLIC WORKS DOUGLAS COUNTY DEPARTMENT OF PUBLIC WORKS BLK BLOCK BLOCK MEBO MINIMUM ELEVATION BUILDING OPENING MINIMUM ELEVATION BUILDING OPENING (P) PLATTED PLATTED (M) MEASURED MEASURED (D) DESCRIBEDDESCRIBED

AutoCAD SHX Text1. STREET TREES SHALL BE PROVIDED IN ACCORDANCE WITH THE MASTER STREET TREE PLAN FILED STREET TREES SHALL BE PROVIDED IN ACCORDANCE WITH THE MASTER STREET TREE PLAN FILED WITH THE DOUGLAS COUNTY REGISTER OF DEEDS AT BOOK , PAGE . 2. SOILS INVESTIGATIONS SHALL BE PERFORMED BEFORE PRIMARY STRUCTURES ARE ERECTED ON SOILS INVESTIGATIONS SHALL BE PERFORMED BEFORE PRIMARY STRUCTURES ARE ERECTED ON LOTS WITH SLOPE GREATER THAN 3:1, OR NON-ENGINEERED FILL GREATER THAN 12 INCHES. A SOILS ENGINEER LICENSED BY THE STATE OF KANSAS SHALL PERFORM INVESTIGATIONS, AND A REPORT OF THE INVESTIGATION SHALL BE SUBMITTED TO THE CITY OF LAWRENCE CODES ENFORCEMENT DIVISION. OTHER LOTS MAY BE REQUIRED TO BE INVESTIGATED WHERE EXCAVATIONS OF UNSUITABLE CONDITIONS. 3. THE CITY IS HEREBY GRANTED A TEMPORARY RIGHT OF ENTRY TO PLANT THE REQUIRED STREET THE CITY IS HEREBY GRANTED A TEMPORARY RIGHT OF ENTRY TO PLANT THE REQUIRED STREET TREES TO CHAPTER 20, ARTICLE 8, SECTION 20-811(g)(4) OF THE CITY SUBDIVISION REGULATIONS. 4. NO FENCES OR OBSTRUCTIONS SHALL BE CONSTRUCTED WITHIN DEDICATED DRAINAGE EASEMENTS. NO FENCES OR OBSTRUCTIONS SHALL BE CONSTRUCTED WITHIN DEDICATED DRAINAGE EASEMENTS. 5. ALL SUBDIVISION BOUNDARY DIMENSIONS ARE MEASURED RECORD VALUES. ALL SUBDIVISION BOUNDARY DIMENSIONS ARE MEASURED RECORD VALUES. 6. NO PORTION OF THIS SUBDIVISION LIES WITHIN THE "100 YEAR FLOODPLAIN" ACCORDING TO NO PORTION OF THIS SUBDIVISION LIES WITHIN THE "100 YEAR FLOODPLAIN" ACCORDING TO ACCORDING TO FIRM FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 20045CO187D EFFECTIVE DATE AUGUST 5, 2010. & 20045CO179E EFFECTIVE DATE SEPTEMBER 2, 2015. 7. CURRENT ZONING: RM12D LOT 1, BLOCK 1. CURRENT ZONING: RM12D LOT 1, BLOCK 1. RM12D LOT 1, BLOCK 1. RS-7 (ALL OTHER LOTS) 8. INTERIOR LOT CORNERS WILL BE SET UPON COMPLETION OF IMPROVEMENTS. INTERIOR LOT CORNERS WILL BE SET UPON COMPLETION OF IMPROVEMENTS. 9. IF A BASEMENT IS BUILT ON A LOT WHERE A MINIMUM ELEVATION HAS BEEN ESTABLISHED, THE IF A BASEMENT IS BUILT ON A LOT WHERE A MINIMUM ELEVATION HAS BEEN ESTABLISHED, THE BUILD DESIGN IS ENCOURAGED TO INCORPORATE SUMP PUMP. 10. ALL LOTS WILL HAVE NO DIRECT ACCESS TO E. 1650 ROAD/FRANKLIN ROAD. ALL LOTS WILL HAVE NO DIRECT ACCESS TO E. 1650 ROAD/FRANKLIN ROAD. 11. TRACT 'A' TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. TRACT 'A' TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. 12. TRACT 'A' SHALL BE DEDICATED AS DRAINAGE AND UTILITY EASEMENT. THE DRAINAGE AND UTILITY TRACT 'A' SHALL BE DEDICATED AS DRAINAGE AND UTILITY EASEMENT. THE DRAINAGE AND UTILITY EASEMENT WILL BE REDEFINED WITH FUTURE PLATS. 13. ENERGY DISSIPATORS ARE REQUIRED IN FULLY DEVELOPED CONDITIONS ON THE DOWNSTREAM ENERGY DISSIPATORS ARE REQUIRED IN FULLY DEVELOPED CONDITIONS ON THE DOWNSTREAM END OF THE DETENTION POND OUTLET PIPES. THESE WILL BE INSTALLED IN A FUTURE PHASE. 14. PLAT IS CONSISTENT IN THE NUMBER OF LOTS IN APPROVED PRELIMINARY PLAT. TRACT 'A' WILL PLAT IS CONSISTENT IN THE NUMBER OF LOTS IN APPROVED PRELIMINARY PLAT. TRACT 'A' WILL BE DEVELOPED IN PHASES CONSISTENT WITH THE APPROVED PRELIMINARY PLAT FOR THIS PROPERTY.

AutoCAD SHX TextMARTIN G. LONG, P.S. 1081 CFS ENGINEERS, P.A. 2121 MOODIE ROAD, LAWRENCE, KS 66044 DATE PREPARED: 9/18/17

AutoCAD SHX TextN01°37'31"W 1320.45'

AutoCAD SHX TextSET 1/2"x6" REBAR W/CAP SOUTH SIDE OF MANHOLE

AutoCAD SHX TextWITH CAP PG KSLS 131

AutoCAD SHX TextWITH CAP APS 1391

AutoCAD SHX TextWITH NO CAP



AutoCAD SHX TextSET CHISELED MARKS IN MANHOLE (UNLESS OTHERWISE NOTED)

AutoCAD SHX TextFOUND CHISELED MARKS IN MANHOLE RING

AutoCAD SHX TextFOUND PUNCH MARK MANHOLE RING






AutoCAD SHX TextWITH CAP DM2 KSCLS 224

AutoCAD SHX TextWITH CAP DM2 KSCLS 224

AutoCAD SHX TextWITH CAP ILLEGIBLE

AutoCAD SHX Text5/8 REBAR WITH CAP PG CLS 131 IN CONC.

AutoCAD SHX TextCFS PROJ NO. 175198


AutoCAD SHX TextBM-4: SET " " CUT IN CENTER OF CURB INLET ON EAST SIDE OF O'CONNELL RD. (SW CORNER OF FAIRFIELD EAST NO. 1) ELEV.=889.64

AutoCAD SHX Text**THE CONSERVATION EASEMENT WILL BE PRIVATELY-OWNED. THE PROPERTY OWNER IS THE CONSERVATION EASEMENT WILL BE PRIVATELY-OWNED. THE PROPERTY OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE CONSERVATION EASEMENT. THE PROPERTY OWNER IS RESPONSIBLE FOR ESTABLISHING OWNERSHIP AND MAINTENANCE OF SAME VIA INDIVIDUAL OWNER MAINTENANCE. FAILURE TO MAINTAIN THE CONSERVATION EASEMENT BASIN WILL RESULT IN THE LOSS OF THE STORMWATER DETENTION CREDIT. THE CONSERVATION EASEMENT BASIN WILL REMAIN FREE OF NON-NATURAL STRUCTURES (INCLUDING BUT NOT LIMITED TO FENCES & WALLS).

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