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HomeMy WebLinkAboutS-1666-A Application20�i 1C049280 Received- 00 2s as ado ed & M Recorded. © Crane. Recorded in Official Records ❑ Lamy PULA5KI COUN-VY CiRC131Yfc0UNTY CLERK Fees $40.00 BILL OF ASSURANCE BASELINE/1-30 COMMERCIAL PARK An Addition to the City of Little Rock, Arkansas KNOW ALL MEN BY THESE PRESENTS: THAT, CRAIN INVESTMENTS, LP, a Tennessee limited partnership ("Grantor") being the sole owner of the following described real property located and being situated in Pulaski County, Arkansas, to -wit: TRACT 1 LOT 12, TRIANGLE PROPERTIES INDUSTRIAL DISTRICT, NOW IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND BEING SHOWN ON PLAT RECORDED IN PLAT BOOK 30, PAGE 12, RECORDS OF PULASKI COUNTY, ARKANSAS. TRACT 2 PART OF THE SE1/4 OF THE SW1/4 OF SECTION 35, T-1-N, R- 13-W, IN PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: STARTING AT THE INTERSECTION OF THE EAST LINE OF SAID SE 1/4 SW 1 /4 AND THE SOUTH RIGHT-OF-WAY LINE OF NEW HIGHWAY NO. 67-70; THENCE S64°23'W ALONG SAID RIGHT-OF-WAY LINE, 200 FT. TO THE POINT OF BEGINNING; THENCE S25°34'E, 249.48 FT.; THENCE SOUTHWESTERLY nj THIS INSTRUMENT PREPARED BY: G. Michael Millar, Attorney MILLAR JILES CULLIPHER, LLP 401 W. Center Searcy, AR 72145-1406 PARALLEL TO THE HIGHWAY, 200 FT.; THENCE N25°34'W, 249.18 FT. TO SAID SOUTH RIGHT-OF-WAY LINE; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE, 200 FT. TO THE POINT OF BEGINNING; TRACT 3 PART OF THE SW1/4 SE1/4 AND PART OF THE SE1/4 SW1/4, SECTION 35, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESRIBED AS: STARTING AT THE NORTHEAST CORNER OF THE NE1/4 SE1/4, SAID SECTION 35; THENCE NO 191'20"E, 40.0 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF INTERSTATE ROUTE NO. 30; THENCE S52035'W ALONG SAID RIGHT-OF-WAY LINE, 2158.65 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 11,610 FT. RADIUS CURVE TO THE RIGHT, HAVING A LONG CHORD BEARING AND DISTANCE OF S64°18'55"W, 702.45 FT.; THENCE CONTINUE SOUTHWESTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE, S66°01'58"W, 129.85 FT.; THENCE S23058' 10"E, 249.4 FT. TO THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE CONTINUE S23058'10"E,270.85 FT.; THENCE S62°16'W, 373.90 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 268.75 FT. RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S60037'W, 30.25 FT.; THENCE N29013'30"W, 297.4 FT.; THENCE N66°03'E, 210.3 FT.; THENCE N66001'50"E, 220.3 FT. TO THE POINT OF BEGINNING; TRACT 4 LOT 38, TRIANGLE PROPERTIES INDUSTRIAL DISTRICT, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND BEING SHOWN ON PLAT RECORDED AS PLAT NO. F-172, RECORDS OF PULASKI COUNTY, ARKANSAS. TRACT 5 RECORD DESCRIPTION- BEACH ABSTRACT TITLE COMM. # 200612050 2 f PART OF THE SE1/4 SW1/4, SECTION 35, T-1-N, R-13-W, PULASKI COUNTY. ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SE1/4 SW1/4 OF SECTION 35; THENCE WEST ALONG THE NORTH LINE OF THE SE1/4 SW1/4, 21 FT. TO A POINT; THENCE SOUTH TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE NEW LITTLE ROCK-BENTON HIGHWAY AS ESTABLISHED IN 1951-1952; THENCE S65°W ALONG SAID ORIGINAL SOUTHERLY RIGHT-OF-WAY LINE, 400 FT. TO THE POINT OF BEGINNING; THENCE CONTINUING S65°W ALONG SAID ORIGINAL RIGHT-OF-WAY LINE, 200 FT. TO A POINT; THENCE S25°E, 300 FT.; THENCE N65°E, 200 FT.; THENCE N25°W, 300 FT. TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION OF THE ABOVE DESCRIBED LANDS CONVEYED BY F.J. YOUNG AND WIFE TO ARKANSAS STATE HIGHWAY COMMISSION ON AUGUST 16, 1956, AS DESCRIBED IN DEED BOOK 614, AT PAGE 417. AND PART OF THE SE1/4 SW1/4, SECTION 35, T-1-N, R-13-W, PULASKI COUNTY. ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SE1/4 SW1/4 OF SECTION 35; THENCE WEST, 21 FT. TO A POINT; THENCE SOUTH TO THE SOUTH RIGHT-OF-WAY LINE OF THE NEW LITTLE ROCK-BENTON HIGHWAY AS ORIGINALLY ESTABLISHED; THENCE S65°W ALONG SAID ORIGINAL SOUTH RIGHT-OF-WAY LINE, 600 FT. TO A POINT; THENCE S25°E, 50 FT. TO THE POINT OF BEGINNING; THENCE S25°E, 250 FT.; THENCE S65°W PARALLEL TO THE SOUTH LINE OF SAID RIGHT-OF-WAY, 200 FT.; THENCE N25°W, 250 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID HIGHWAY AS NOW ESTABLISHED; THENCE N65°E ALONG SAID SOUTH RIGHT-OF-WAYLINE, 200 FT. TO THE POINT OF BEGINNING; TRACT 6 PROPERTY DESCRIPTION FROM SURVEY BY RANDY ALBERIUS DATED 9/20/00 (BEARINGS ROTATED TO ARKANSAS STATE PLANE -NORTH ZONE) PART OF THE SWl/4 OF SECTION 35, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LYING SOUTH OF 3 INTERSTATE ROUTE NO. 30 AND NORTH OF BASELINE ROAD, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SW1/4, SECTION 35; THENCE S87°50'41"E, 1298.13 FT. TO A POINT IN THE CENTER OF MANN BRANCH; THENCE N44° 14'S9"W, 43.17 FT. TO A POINT ON THE NORTH RIGHT- OF-WAY LINE OF BASELINE ROAD AND THE POINT OF BEGINNING; THENCE EASTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) S88°16'58"E, 48.97 FT.; (2) S87°09'12"E, 124.67 FT.; (3) S87°24'56"E, 174.93 FT.; (4) NO2°20'46"E, 4.98 FT.; (5) S88°14'20"E, 197.18 FT.; (6) S87°57'00"E, 213.16 FT.; (7) NO1°42'25"E, 16.45 FT. AND (8) S88°08'07"E, 86.21 FT.; THENCE NO1°37'08"E, 666.89 FT.; THENCE S66013' 15"W, 313.19 FT.; THENCE N23°49'0I "W, 250.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF INTERSTATE ROUTE NO. 30; THENCE WESTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) S66°10'16"W, 398.31 FT.; (2) S66°08'00"W, 166.74 FT. AND (3) S66°09'05"W, 90.25 FT. TO A POINT IN THE CENTER OF SAID MANN BRANCH; THENCE SOUTHERLY ALONG THE CENTER OF MANN BRANCH THE FOLLOWING: (1) S22°03'49"E, 35.38 FT.; (2) SOUTHERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SO1°51'52"E, 34.57 FT.; (3) S 18°22'02"W, 75.85 FT.; (4) SOUTHERLY ALONG THE ARC OF A 50.70 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S29°14'45"W, 19.01 FT.; (5) SOUTHERLY ALONG THE ARC OF A 80.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S14°46'55"W, 64.07 FT.; (6) S08°50'19"E, 47.29 FT.; (7) SOUTHERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S23°10'54"E, 24.82 FT.; (8) S37°34'14"E, 125.33 FT.; (9) S18°17'40"E, 56.74 FT. AND (10) S41°28'08"E, 70.66 FT. TO THE POINT OF BEGINNING, CONTAINING 13.9282 ACRES MORE OR LESS. (hereafter, the "Property") being desirous of causing the Property to be platted into lots, has caused the Property to be surveyed by Paul M. White, Registered Land Surveyor, and a plat thereof made by White-Daters & Associates, Inc. (the "Plat") which is identified as "Baseline/I-30 Commercial Park, an Addition to the City of Little Rock, Arkansas", dated June, 2011, the same having been filed of record in the Office of the Circuit Clerk and Ex-Officio Recorder of Pulaski County, Arkansas, in Plat Book , at Page and the Grantor does hereby lay off, plat and sub -divide the Property in accordance with the Plat. The lands embraced within the Plat shall hereafter be known as the "Baseline/I-30 Commercial M Park, an Addition to the City of Little Rock, Arkansas". Hereafter, conveyance and description of any of the lands embraced by the Plat by lot number as shown on the Plat shall be a proper and sufficient description thereof. Further, the Grantor hereby makes the following declarations as to limitations, restrictions and uses to which the lots constituting the Property may be put, hereby specifying that said declaration shall constitute covenants to run with the lands, as provided by law, and shall be binding upon all parties and all persons claiming under them, and for the benefit of all future owners in said Addition: 1. Land Use. No Lot shall be re -subdivided into, nor shall any structure be erected or placed on any Lot that does not conform to the current subdivision and zoning standards of the City of Little Rock, Arkansas, for the zoning classification of the Property at such time unless appropriate waivers are first obtained. 2. Set Backs. No building shall be constructed on any Lot nearer to the Lot line than the building set backs as reflected upon the Plat, or as otherwise required by the then current subdivision and zoning regulations of the City of Little Rock, Arkansas, for the zoning classification for the Property at the time of construction unless appropriate waivers are first obtained. 3. Term of Covenants. The covenants and restrictions provided herein shall run with the land and shall be binding upon all parties and all persons claiming under them for a period of thirty (30) years from the date of recordation of these covenants, after which time, the covenants and restrictions shall be automatically extended for successive periods of ten (10) years, unless an instrument signed by a majority of the owners of all Lots within the Addition has been recorded, by which these covenants and restrictions are modified, in whole or part. 4. Amendments. This Bill of Assurance may not be amended, canceled or supplemented unless an instrument in writing signed by a majority of the then owners of the Lots in the Addition is placed of record, and any such change or modification must be approved by the Planning Commission of the City of Little Rock. 5. Remedies. Any property owner, shall have the right to enforce by anyproceeding at law or in equity, all restrictions, conditions, covenants, and reservation now or hereafter imposed by the provisions of this Bill of Assurance. The failure of any owner to enforce any covenant or restriction herein contained shall, in no event, be deemed a waiver of the right to do so thereafter. 5 6. Severability. The invalidation of anyone ofthe covenants and restrictions contained herein by order or judgment of any court shall not affect the other provisions which shall remain in full force and effect. DATED THIS lay of 2011. GRANTOR: CRAIN INVESTMENTS, LP BY: CRAIN MANAGEMENT COMPANY, LLC, its G er I Partner By Larry Crain, r, Member ACKNOWLEDGMENT STATE OF ARKANSAS COUNTY OF PULASKI On this day, before me personally appeared Larry Crain, Sr., to me personally well known, who acknowledged that he is a Member of Crain Management Company, LLC, a Limited Liability Company, as General Partner of Crain Investments, LP, a limited partnership, and that he as such Member, being authorized so to do, had executed the foregoing instrument for the purposes therein contained, by signing the name of the Company by himself as such Member. WITNESS my hand and official seal this day of , 2011. My Commission Expires OFFICIAL SEAL n Ey h!OT W •L IC-A.RKANSAS SALINE CIOUNTY My CCMMISS9C'��;P':Ry=S: 2.3-2014 S:Vjd\Clients\Crain\Crain Invesnnenls\I-30 Property\2011-6-27 Bill ofAssurance wpd Notary Public Revsewed only for inclus'.an of minimum standards required by the City o! Lit�1e dockltso r1 r�Yatiors. f3ii1 of ASSurance �C ysiGne devalaper shay a", mini -run ;c�ufatioru of the Ilttke Rock subaiision and =oning ordinaries. `� c2.;Z[Z�I t� *tLittl=ejj:�ack ciPlanning Cammissien Page 1 of 1 Paul White From: Tamara Gulley [tguffey@whitedaters.com] Sent: Tuesday, July 19, 2011 3:39 PM To: 'Bates, Joni B.' Cc: pwhite@whitedaters.com Subject: RE: Plat Approval - Baseline/1-30 Commercial Park Thanks Joni Tamara Guffey Office Manager White-Daters & Associates, Inc. 24 Rahling Circle Little Rock, AR 72223 P. 501-821-1667 F. 501-821-1668 From: Bates, Joni B. [mailto:joni.bates@centerpointenergy.com] Sent: Tuesday, July 19, 2011 3:00 PM To: Tamara Guffey Subject: RE: Plat Approval - Baseline/I-30 Commercial Park Approved From: Tamara Guffey [mailto:tguffey@whitedaters.com] Sent: Tuesday, July 19, 2011 11:11 AM To: Bates, Joni B. Subject: Plat Approval - Baseline/I-30 Commercial Park Attached for your review and approval is a final plat copy of Lots 1-8, Baseline/1-30 Commercial Park. The owner of this property intends to file their plat by Thursday, July 28, 2011. The City of Little Rock now requires a sign -off from every utility company before the plat can be recorded. An email response or signed copy via email will suffice in lieu of a signed paper copy. If you would like to review and sign off on a paper copy please let me know and we will have one sent to you without delay. If you have any questions, please contact us as soon as possible in order to expedite the process. We appreciate your timely response. Sincerely, Tamara Guffey Office Manager White-Daters & Associates, Inc. 24 Rahling Circle Little Rock, AR 72223 P. 501-821-1667 F. 501-821-1668 7/19/2011 Page 1 of 2 Paul White From: Jim Boyd Uim.boyd@lrwu.com] Sent: Tuesday, July 19, 2011 4:18 PM To: 'James, Donna' Cc: 'Paul White'; 'Brian Dale' Subject: FW: Plat Approval - Baseline/1-30 Commercial Park Attachments: Temp00323.PDF Sewer service is available to this property and no additional easements are required. LRW has no objection to the filing of this plat. James Boyd, P.E. Engineering Supervisor Little Rock Wastewater *11 Clearwater Drive Little Rock, AR'72204 Office 501-688-1414 Mobile 501-352-0390 email jim.boyd@lrwu.com From: Paul White [mailto:pwhite@whitedaters.com] Sent: Tuesday, July 19, 2011 4:09 PM To: Jim Boyd Subject: RE: Plat Approval - Baseline/I-30 Commercial Park From: Jim Boyd [mailto:jim.boyd@lrwu.com] Sent: Tuesday, July 19, 2011 3:45 PM To: 'Paul White' Subject: RE: Plat Approval - Baseline/I-30 Commercial Park Add it to the plat and send me the revised plat and I can approve it and send it to Donna at the City James Boyd, P.E. Engineering Supervisor Little Rock Wastewater *11 Clearwater Drive Little Rock, AR 72204 Office 501-688-1414 Mobile 501-352-0390 email jim.boyd@lrwu.com From: Paul White [mailto:pwhite@whitedaters.com] Sent: Tuesday, July 19, 2011 3:24 PM To: Jim Boyd Subject: RE: Plat Approval - Baseline/I-30 Commercial Park Jim, see if this works. We located the sewer main right on the right-of-way line. 7/20/2011 Page 1 of 1 Paul White From: STRICKLAND, JEROME [JSTRICK@entergy.com] Sent: Thursday, July 21, 2011 4:18 PM To: pwhite@whitedaters.com Cc: THOMPSON, THEODIS Subject: RE: BASELINE/130 COMMERCIAL PLAT Revised Plat approved: ENTERGY CORPORATION, Jerome Strickland, Senior Engineering Associate — Baseline Service Center From: THOMPSON, THEODIS Sent: Thursday, July 21, 2011 3:59 PM To: STRICKLAND, JEROME Subject: FW: BASELINE/I30 COMMERCIAL PLAT From: Paul White [mailto:pwhite@whitedaters.com] Sent: Wednesday, July 20, 2011 2:18 PM To: THOMPSON, THEODIS Subject: BASELINE/I30 COMMERCIAL PLAT Theodis, attached is the revised plat with the added easement the Jerome requested. 7/22/2011 Page 1 of 2 Paul White From: Tamara Guffey [tguffey@whitedaters.com] Sent: Friday, July 22, 2011 9:07 AM To: Daniel.Tull@CArkW.com Cc: pwhite@whitedaters.com Subject: RE: Plat Approval - Baseline/1-30 Commercial Park Thank you Tamara Gulley Office Manager White-Daters & Associates, Inc. 24 Rahling Circle Little Rock, AR 72223 P. 501-821-1667 F. 501-821-1668 From: Daniel.Tull@CArkW.com [mailto:Daniel.Tull@CArkW.com] Sent: Friday, July 22, 2011 8:39 AM To: Tamara Guffey Subject: Re: Plat Approval - Baseline/I-30 Commercial Park CAW Approved with no comments Thank You Daniel Tull, Engineering Technician Central Arkansas Water 501.377.1245 501.210.4980 (fax) daniel.tull@carkw.com From: "Tamara Guffey" <tguffey@whitedaters.com> To: "'Jim Boyd"' <jim.boyd@lrwu.com>, <Daniel.Tull@CArkW.com>, <jbates@centerpointenergy.com>, "'THOMPSON, THEODIS <TTHOMP1@entergy.com>, "'KEATHLEY, CHRIS \(ATTSWBT\)"' <ck0826@att.com> Cc: "'Carney, Dana"' <DCarney@littlerock.org>, "'James, Donna"' <DJames@littlerock.org>, "'Harper, Vance"' <VHarper@littlerock.org>, <vfloriani@littlerock.org>, <pwhite@whitedaters.com> Date: 07/19/2011 10:15 AM Subject: Plat Approval - Baseline/1-30 Commercial Park Attached for your review and approval is a final plat copy of Lots 1-8, Baseline/1-30 Commercial Park. The owner of this property intends to file their plat by Thursday, July 28, 2011. The City of Little Rock now requires a sign -off from every utility company before the plat can be recorded. An email response or signed copy via email will suffice in lieu of a signed paper copy. If you would like to review and sign off on a paper copy please let me know and we will have one sent to you without delay. If you have any questions, please contact us as soon as possible in order to expedite the process. We appreciate your timely response. Sincerely, 7/22/2011 From: Tamara Guffey [mailto:tguffey@whitedaters.com] Sent: Monday, July 25, 2011 1:57 PM To: 'NAJI, ALLISON V (ATTSWBT)' Cc: pwhite@whitedaters.com Subject: RE: Plat Approval - Baseline/I-30 Commercial Park Thank you Tamara Guffey Office Manager White-Daters & Associates, Inc. 24 Rahling Circle Little Rock, AR 72223 P. 501-821-1667 F. 501-821-1668 From: NAJI, ALLISON V (ATTSWBT) [mailto:an0142@att.com] Sent: Monday, July 25, 2011 1:19 PM To: 'Tamara Guffey' Subject: FW: Plat Approval - Baseline/I-30 Commercial Park AT&T approves the Baseline/I-30 Commercial Park Plat as of 7/25/11. Thanks, Allison Naji AT& T-Arkansas Mgr. OSP Planning & Engineering Design 1111 W. Capitol, Room 465 Little Rock, AR 72201 (501)373-1168 From: KEATHLEY, CHRIS (ATTSWBT) Sent: Tuesday, July 19, 2011 10:58 AM To: NAJI, ALLISON V (ATTSWBT) Subject: FW: Plat Approval - Baseline/I-30 Commercial Park Chris Keathley Manager OSP Ping & Eng Dsgn 501.373.6594 O 501.615.5823 C Page 1 of 1 Carney, Dana From: Floriani, Vince Sent: Tuesday, July 19, 2011 11:11 AM To: Carney, Dana Subject: FW: Plat Approval - Baseline/1-30 Commercial Park FYI They are desiring a sign off on July 28, 2011 Vince Floriani, P.E. Design Review Engineer Little Rock Public Works 501-371-4817 From: Tamara Guffey [mailto:tguffey@whitedaters.com] Sent: Tuesday, July 19, 2011 10:20 AM To: 'Jim Boyd'; Daniel.Tuli@CArkW.com; jbates@centerpointenergy.com; THOMPSON, THEODIS'; 'KEATHLEY, CHRIS (ATTSWBT)' Cc: Carney, Dana; James, Donna; Harper, Vance; Floriani, Vince; pwhite@whitedaters.com Subject: Plat Approval - Baseline/I-30 Commercial Park Attached for your review and approval is a final plat copy of Lots 1-8, Baseline/1-30 Commercial Park. The owner of this property intends to file their plat by Thursday, July 28, 2011. The City of Little Rock now requires a sign -off from every utility company before the plat can be recorded. An email response or signed copy via email will suffice in lieu of a signed paper copy. If you would like to review and sign off on a paper copy please let me know and we will have one sent to you without delay. If you have any questions, please contact us as soon as possible in order to expedite the process. We appreciate your timely response. Sincerely, Tamara Guffey Office Manager White-Daters & Associates, Inc. 24 Rahling Circle Little Rock, AR 72223 P. 501-821-1667 F. 501-821-1668 7/19/2011 \ Jc•�i s`�3 Ia3�i ` F i 96� i [iT111� Yli.]kJ� s�i 2 ]�G •1'1 \ 54 � :i' �i li: is I i. c_ ° � � � ■ .... 9 F^ rBsaY °�� zXR� aq: a r� erg a"o"ano a5 �a bgi384�r�c� $n teokrD� L��'� a z;w HMO i '•sa,da$ 3 gs i I Ip 8H3 ern R'.�■o = a„a A 2 Q 3 ccnn � UO I M I' PY yty[ � Q S W 22 'x Q ^ v Q J CO kk oy s3 0 � : a `o G� Q Q CIVIL ENGINEERING DIVISION FINAL PLAT FILING APPROVALS NAME —Baseline I-30 Commercial Park INSPECTOR REPORT I have made a final inspection of the improvements and find that: All improvements shown on construction drawings for the development are constructed and in conformance with City requirements/standards. Certain Impr vements r a' u e pleted and a punch list has been prepared and sent. _ Engineering Specialist Date:, � l ADDRESSING SPECIALIST'S REPORT I have reviewed the plat and find that the street names and street configuration are acceptable. Addressing Specialist Date: TRAFFIC ENGINEER REPORT I have reviewed the plat and find that: All streetlight installation, stripping, signage and other traffic improvements have been constructed and are in conformance with City requirements/standards. Work orders have been prepared for signage and street lights. Indicate the number of street signs ordered for this plat for billing to developer Certain improvements remain uncompleted and a punch list has been prepared and sent. Traffic Engineer Date: CIVIL ENGINEER REPORT I have reviewed the file for this matter and find that: The maintenance bond has been submitted and it is the proper type and amount. Financial assurance for the uncompleted improvements listed above has been received. All other requirements for final plat approval have been satisfied. 1 Civil Engineer I/II Date: SURVEYOR'S REPORT I have reviewed the plat and find that: All requirements for final plat approval have been satisfied. Surveyor Date: MANAGER APPROVAL All lull Engineering requirements for filing this Final plat have been satisfied VtJ�1 Date: Design Review Engineer/Civil Engineering Manager July 29, 2011