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HomeMy WebLinkAboutItem 17 - CU06-03 La-Z-Boy ITEM 0 TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGERS- SCOTT I M ACTING DEVELOPMENT SERVICES DIRECTOR MEETING DATE: MARCH 21, 2006 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU06-03 -I ------- --- GrapevineLake APPLICANT: Sherrod Bibb I Ile a �Aa �- I.H.WS PROPERTY LOCATION AND SIZE: Northwes I 0061r The subject property is located at 3450 Grapevine Mills Parkway and is proposed to be platted as Lots 2R and 3, Grapevine Vineyard Addition. The entire I' Half-Johnson AnP property contains 6.174 acres and has approximately ILL _ 494 feet of frontage along Grapevine Mills Parkway and 478 feet of frontage along Grapevine Malls Giada `' '- " Boulevard North. q REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to establish a Manned commercial center and to allow for'.a 40-foot pole sign The applicant proposes to develop a 14,652 square foot LA-Z-BOY retail furniture store as the first project in a multiphase planned commercial center development with one,40 foot pole sign along Grapevine Mills Parkway. At the February 21, 2006 meeting;the Planning and Zoning Commission recommended and the Council approved the conditional use request for the establishment of the planned commercial center with the stipulation that the 40-foot pole sign be reduced to a monument sign. At Council's March 7, 2006'meeting Councilmember Darlene Freed requested a reconsideration of CU06-03 relative to the 40-foot pole sign request. An additional motion OAZWCU06-43.42 1 March 12,2006(11:22AM) was also approved by Council to send CU06-03 back to the Planning and Zoning Commission for reconsideration. Given that no representative from LA-Z-Boy was present at the February 21, 2006 meeting to speak in reference to their particular signage needs and given the number of pole signs in the general vicinity that have been approved reconsideration of the request relative to the pole sign was deemed appropriate by Council. PRESENT ZONING AND USE: The property is currently zoned "CC"Community Commercial District and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding properties were rezoned in the 1984 City Rezoning from 1-1 Light Industrial District to "HCO" Hotel Corporate Office District and "PID" Planned Industrial Development District. The subject property was rezoned (Z96-08)in June 1996 to "CC" Community Commercial District for a retail shopping development that never occurred. The property to the west currently occupied by the Grapevine Mills Mail and its associated outparcel development was rezoned in 1995 to "CC" Community Commercial District to facilitate the development of the mail. Numerous conditional use requests have been approved at this location since the development of the mail. The property to the immediate south is developed as an Ashley's Furniture store. At the October 19, 2004 meeting, Council approved a conditional use permit (CU04-32) for the establishment of a 15-acre planned commercial center as well as the signage necessary to serve the site that is located just south of the Ashley Furniture site. Across Grapevine Mills Boulevard North to the north several conditional use permits have been approved for Magic Mike's convenience store with gasoline sales (CU98-01) and Speedway Grapevine Car Wash (CU04-01). SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District—Magic Mike's convenience store, Speed way Grapevine carwash SOUTH: "CC" Community Commercial District—Ashley's Furniture EAST: "CC" Community Commercial District—vacant WEST: "CC" Community Commercial District—Grapevine Mills Mall, Rooms To Go, Chuck-E-Cheese, Michael's AIRPORT IMPACT: The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, the following uses may be considered only if sound treatment is included in building design: 0AZCU\0006-03.42 2 March 12,2006(11:22AM) multi family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Commercial land use. The applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates Grapevine Mills Parkway as a Type E, Collector with a minimum 75-foot right-of-way developed as four lanes. Irs OAZWCU06-03.42 3 March 12,2006(11:22AM) r "M 3505 R-MF-2 3601 f f 6 i � a a FPg1 FRS 1 � 3200 TR 133A Ross o�0H a ��3 1351 �26 3549 3505 1( i TR SBiC ca��aN .� �16 gR j��Q.$ 3509 TR IB3A POD 3225 2 I ow dkR TR 18 34 3570 6 3 73 7R 58 3525 1359� i _— ;._..1_.1 _.._..._ �., _ R 1� MP�,C TR 1A o L.V 3507 1 3501 1 2 350sR hQ�N '; 3509 � 3gg19� N GRAPEVINE MILLS BLVD - - _..._.__ ----- - - 7R 2AtA � � . . . • . e . . • . • . . • 1R 50 TR 10 . . . . . . 3400 . r� 3500 -. GRAPEVINE cc . . . . r 340000 . . HCO i TR SA1 CL TRS TRi 3200 1 (jJ 3500 3500 W So c9 STARS&STRIPES WAY -- - '. TR 1C '- TR 5F TR 1F ®e TR 1CiA1 � ' _.—._, 3130 4 Nil 2 2905 j p ,®® A 3100 2251 ®® Cj� 3000 I�t t's 1 -_ 2R 3 4 2805 BP CU06-03 1 inch equals 300 feet LA-Z-BO%Yff C i-,�C!am - PIWJ UNK JA f4 2 0''4 vV oT 9 X A S CITY OF GRAKWuME CONDITIONAL USE APPLICATION Form "A" PART 1.APPLICANT INFORMATION Name of applicant/agent: Sherrod Bibb, P.E.-Bury + Partners, DFW, Street address of applicant/agent: 5310 Harvest Hill Road- Suite 100 City/State/Zip Code of applicant/agent. Dallas, TX 75230 Telephone number of applicant/agent: Fax number of applicant/agent 972-991-0011 972-991-0278 Email address of applicant/agent Mobile phone number of applicant/agent 214-733-1989 "b i bb(8'h I I lyn n r t n P"r q) Applicant's interest in subject property: Engineer of Record PART 2. PROPERTY INFORMATION Stre-f address of subject property Grapevine Mills Parkway D Legal description of subject property(metes&bounds must be described on 8 112"x 11 sheet) Lots 2A & 2B/Block B-Grapevine Vineyard Size of subject property 6. 174 Acres 268,939.44 Sauare footage Present zoning classification: Proposed use of the property., CC Community Commercial Minimum/maximum district size for conditional use request: NA Zoning ordinance provision requiring a conditional use: NA PART 3. PROPERTY OWNER INFORMATION Name of current property owner: Grapevine American, LTD Street address of property owner., 1800 Valley View Lane City/State/Zip Code of property owner Dallas, Texas 75234 Telephone number of property owner. Fax number of property owner 469-522-4200 C:\DOCUME-1\sinmon\LOCALS-1\Temp\app.cu.doc 2 www.ci.grapevine.tx.us 5 ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ In the same letter,describe or show on the site plan,and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations(example:buffer yards,distance between users) ❑ In the same letter,describe whether the proposed conditional use will,or will not cause substantial harm to the value,us o t r property in the neighborhood. Also, describe how the proposed conditional use will add to the value, use or enjoyment o h i,-4� neighborhood. ❑ Application of site plan approval(Section 47,see attached Form"B). ❑ The site plan submission shall meet the requirements of Section 47,Site Plan Requirements- JANI ❑ All conditional use and conditional use applications are assumed to be complete when fried and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda,your application may be scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings maybe n klic hearing. Public hearings will not be tabled. ❑ Any changes to a site plan(no matter how minor or major)approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. ❑ l have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. aq PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQ AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY s Sherrod Bibb, P.E. Print Applicant's Name: Ap licant's Signature: The State Of Q�(�� County Of �//Al (l Before Me Z)Q UA1.4 At C A- (t,�AA on this day personally appeared (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal)Given undermyizp4tl; - -t is �` a of , /U. A.D. D® DONNA MCCALLUM s... 14 Ct i,E0 Texas �_. My Pw rrk C- " DEC.6, ka Notary In And For State Of Texas r NPnry A_ RntlPr - Print Property Ow ers Name: ro erty Owner's Sign ture: The State Of County Of Before McQ>V�Q/7 /GK L/ on this day personally appeared CA (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. /a!, (Seal)Given under my hand and seal of office this_?)I day of 1�_,A.D. uV JORDAN BRITTNEY WICKER 4, Notary Public,State of Texas -' 5 My Commission Expires it'll' ' October 28,2009 Notary in F For State Of x anna"`` C:\DOCUME-1\sinmon\LOCALS-1\Temp\app.cu.doc 3 www.ci.gra pevi ne.tx.us FU R N I U E G A L L E R I ES© March 1, 2006 RECEIVED Mr. Ron Strombaugh MAR 12006 City Planner The City of Grapevine PL(iN IN 200 South Main Street Grapevine, Texas 76051 Re: La-Z-Boy Furniture Galleries® Dear Ron: First, let me take this opportunity to say that we are eager to be a productive member of the business community of The City of Grapevine. I appreciate the opportunity to explain our position relative to the La-Z-Boy Furniture Galleries' 40' pole sign which we have shown on our site plans and submittals and was recently presented to the Planning and Zoning Committee. Since we began searching for a site in the Southlake/Grapevine market, we have recognized the Grapevine Mills site as truly a regional location for us. We were enticed by the ability to have excellent signage on both the building and an attractive 40' pole sign that would stretch our visibility from the freeways south of the location as well as the Mall. We have a similar regional location at the corner of Midway and LBJ with the same sort of signage opportunity. To most people, signage is just signage. We have found that in our business, there is a significant difference in sales between a store with a monument sign and a store with a 40' pole sign in a great regional location. In a competitive environment such as the DFW area, this can often be the deciding factor as to whether the store is a mediocre store or an excellent store. A monument sign would be a great identifier when the customer gets to our location. However, a 40' pole sign will give us direct exposure to the traffic on the freeways to the south as well as the traffic in the Mall to the west and the planned retail across the street. Exposure is everything in this business. We will be making a substantial up-front investment in the Grapevine building and property and will build a first class professional "New Generation" La-Z- Boy Furniture Galleries furniture store to serve the citizens of Grapevine and the surrounding area. The "New Generation" store format is a new design that connects with the upscale customer base we expect in the Grapevine area. The sign itself will be a tasteful and professionally designed New Generation store concept sign. With such an investment, we need every chance for success. The pole sign is a critical element. 10676 King William Drive Dallas, Texas 75220 P 214.631.1813 F 214.631.5747 www.lazboy.com Mr. Ron Strombaugh March 1, 2006 Page 2 .r We have proceeded with our planning to develop this site based on the understanding that we would have that pole sign exposure. From the initial submittals, we never received comments that would indicate that the sign would not be approved. I understand that there may have been some communication issues with the civil engineer, but nothing ever got to our architects or to me as the developer. Had we known about this, we would have certainly been at the hearings and made every effort to explain our position. I would appreciate your reconsidering this issue as we feel it is very important to our project. I do appreciate the opportunity to provide you a better understanding of our view of the sign and would certainly have done this earlier had I known it was an issue. I am also sending for your review our site plan and elevations showing the position of the sign. If you need any further information, please do not hesitate to let us know. Kindes regards,,.- 1�_. Le E. Bro Pres dent/Owtner Le Industries, L.P. a La-Z-Boy Furniture Galleries' RECEIVED Dallas—Fort Worth-Houston MAR 12006 PLRNNING } r 7 x U V J ►p3 to yu iu �N J3� ~F J LL lu L LLLL il z o o r �U o LU Qm 1213 uNz �Y z�td � � <W DL JS 1w �Q � FN f�p�ii _ Z -j N _Z LL ry �pJ Jd J $_u _ �W Z LLQ 2 aiIa a�Zd-j d,U�d� V aigu ui� 3a Mr 1-m c _ r Z m a = Z LL � C4 ore IL 4 y O dd z vw e dd I VON N� 6 «g N 9001 1 �yW (J)AS)a-; C�vo10 --o o . � ORDINANCE NO. AN ORDINANCE AMENDING ORDINANCE NO. 2006-14 ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU06-03 TO ESTABLISH A PLANNED COMMERCIAL CENTER WITH A 40-FOOT POLE SIGN IN A DISTRICT ZONED "CC COMMUNITY COMMERCIAL DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix"D° of the City Code, by granting Conditional Use Permit 0006-03 to establish a planned commercial center and to allow for a 40-foot pole sign in a district zoned "CC" Community Commercial District Regulations within the following described property: Lots 2R and 3, Grapevine Vineyard (3450 Grapevine Mills Parkway) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit"A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. ORD. NO. 3 Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 21st day of March, 2006. APPROVED: ATTEST: APPROVED AS TO FORM: ORD. 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'Ol'l 'NVOIUMV 3NIA3dVHs p p $I--4MS -10 X3= 9ozSVX3i 'AINI Iuo** IN" V .L 3 N 11\3 dV�J ` d Nor 9aati� a� 1 >i.Jule z iul AO z CD -SNVId Nouomask 100 Z� a� J1. G, OLUUr, L, i ?APEVINE MILLS ' N fR/fM BdAflw4 GATEWAY CENTER ASSOC., LTD. SITE VOLUME 9799, PAGE 139, D.R.7.C.7.-- _ � - _' GRAPHIC SCALE IN FEET 0 25 50 75 100 SCALE: 1"= 50' zs VICRNTT MAP GRAPEVINE MILLS PARKWAY NGTAPSCALE I _ ----.----_.__-..___ _ DALLNO TOSCO E iS F.M. 2499 • LEGEND l' LRX. IRON ROD FOUND C.C. COUNTY CLERK i 0 - C.I.R.S. CAPPED7e IRON ROD SET VOL VOLUME U STAMPED leer I �a� ry�ry9 CI.R.F. CAPPED IRON ROD POUNDPG. PAM CABINET-- BO RICH-OF_IVAY I �3 I -- -- - I C.M. CONTROLLING MONUMENT ESMT. EASEMENT Lt MOTES E IDENTIFIED R.O.W. RIGHT-OF-WAY MIN. MINIMUM 3 I Wa I 39 tTj, cl DENOTES CURVE IDENTIFIED F.F. FINISHED FLOOR b IN CURVE TABLE 09 1 Wm 1 TRACT B F I DR.Tc.T. DEED RECORDS,TARRANT El".. EELEVATmN 1 r- I NW I GRAPEVINE VINEYARD 5/8.C.I.R.F. f P.R. PLAT RECORD%TARRANT ' i I Z r CABINET "A", SLIDE 8466, POINT OF KHA LGT(C.M.) COUNTY,TEXAS cj� CO I P.R.T.C.T. COMMENCING 01 Q Q -370.67' c .M. I o I TX AS caaRo.s sreu io u1 TnY __ .rm.--yam I TXAS c0a."s _ I * GENERAL NOTES # X w q ------------EASEMENT.cue._----------- _ A•SUDE 8466,P.RT.GT. - L NOt'46'S7"E: 493.55' /�� 24f),364.a3 eLBLOIN6 Lw - ---- -t- -I------ m I N43112'09"E' (J)�. - E,CAa'A•SURE 8466,P.RLC.T. 1 t -- 1o'unutY EASEMENT I 1. The bearings shown hereon are based on the West right-of-way line of CQ ' - -28.55' ____ 25'BUILDING LINE f aas Farm-Market 2499 as shown on the plot fled for record in Cabinet "A", I t Slide 8466 I - ---"`----� i e , Pot Records, Tarrant County, Texas. N Q I I ` N01'1p�?•E± sue __ 2. The state plane coordinates shown hereon are based of the Texas OJ' f1 }- i POINT OF ( Coordinate System, North Central Zone, NAD83. The angle between plat DD__, , Q 1 I -- ACCESS EASEMENT BEGINNING ( bearing and grid bearing = -00'01' 59". Z 1K z 3. This plat supersedes and does hereby vacate all lots, easements and rights-of-way shown on all previous plats of this property. Said plats shall 125'ACCESS EASEMENT ' 1 [p = no longer have an force or effect upon approval of this re plat b the City U I cam'°A° SLroE "I =wo>t of Grapevine, Texas. Previous plats of Lotp2, Block B. Grapevine by Vineyard:(f) r P.R.T.C.T. p P P p ya i (y� I �I. .� $ I O.N Cabinet "A", Slide 5182 and Cabinet "A', Slide 5997, Plat Records. Tarrant I 0_ I CS 1 to (® � County, Texas. ! I R1 N_t _ Ir=, I �I Z 4. All comers are monumented with a 5/8 inch iron rod set with a cap C41 w I® stamped "Bury+Partners", unless otherwise shown hereon. LOT 3 5. The subject tract of land shown hereon Iles within Zone X, defined as to I 1.537 ACRES ro I (Q `Areas determined to be outside 500-Year Floodplain" as identified by the 6f$ �rn 1� Ir' < - 66,960 SQUARE FEET 1ki I .T } Federal Emergency Management Agency. Flood Insurance Rate Map, as shown I I 1 Ii h ZONED CC: COMMERCIAL w �W 3 Map No. 48439CO210 H.dated August 2, 1995, for the City of Grapevine, J Tarrant County, Texas and incorporated areas. If this site is not within an - (5 identified Special Flood Hazard Area, this flood statement does notimply m. I/ 1 6 that the property and/or the structures thereon will be free from flooding LOT 1 BLOCK i=M ! B i 0 -or flood damage. This flood statement shall not create liability on the part of the surveyor. 1 Ip I m I z ' ~ 3 GRAPEVINE VINEYARD li- I ( m to 6. Area Summary, I 1 I C7 '_J m Right-of-Way Dedication: 0 Square Feet I o < CABINET "A", SLIDE 8466, 1� I _ < Easement Dedication: 33,584 Square Feet a0 LOT 2R r).. m IZ n^+ zA GGn 1 y - Net Platted Area: 235,337 Square Feet i So P.R.T.C.T. I i /�a 1izW5rt _'�`'ri f 2'GIR.I. IC r*i ( > Total Platted Area: 268,921 Square Feet I z I L/ a .+aso ACCESS EASEMENT G�(�.K) 4.637 ACRES 1 i� I z I C� _---- - -- 201,961 SQUARE FEET�O `d I I W ZONED: CC COMMERCIAL �_ i + 3c f4zac Sot°46'S7"W 1 I (; z 22.00' ` SOi 46'57"W 190.00' �- sa,earw`iww-" SWISO3"E �� I Q- I t\ 40.011 A��j PLANNING & ZONING COMMISSION: GRAPEVINE CITY COUNCIL 1 I a SOD' f cI RF ( 5/B' Q ' GRAPEVINE DEVELOPMENT II), LP 1 I L �O-4 ���' R.v. ILL" Date Approved: Date Approved: I C,C, FILE NO. D203'I 1 � I 1828 D.R.7,C.T. I 1 5 � � ( I Chairman: Mayor' I I I 1 om I pC I Secretary. City Secretary. I 1 iojk ��$ I CA i FMLAL PLAT I I 2W DRAINAGE EASEMENT I Is i w ( LOTS 2R AND 3 CAB.`A",SUDE$468,PR.LC.T, I 1� BLOCK B m f GRAPEVINE VINEYARD --- -- I I 25'DRAINAGE EASEMENT -- __�__�__ f-.�------SOO'4241 W-_ 370J3' ---_--_-------+ +---125.00•- 11 I f AN ADDITION TO THE -- -- -- -- - -- -----t---------------------------------------------- - I' TARRIAN OF CRAPEVINE , TEXAS. _ 10•UT%1TY EASEMENT L10'UTILITY EASEMENT SOO'42'41"w 551.51' s/e GeRr BEING A REPLAT OF LOT 2,BLOCK Br GRAPEVIVE VINEYARD, CAB.'A`,SLIDE WO,P.R.T.C.T. -As oo c00Ro.Cfix-(GN.> AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS, irzx s.sfrw AND BEING LOCATED IN THE J.GIBSON SURVEY.ABSTRACT NO.587. �" N:1A19,392M 1 _ - e-z4n,ss4.00 I � TARRANT COUNTY,TEXAS. I ° +CURVE DATA* •LINE TABLE• 2 LOTS - 6.174 ACRESFEBRLIARY,2006 a R_a5.D0' LINE BEARING asrwcE Sr P. AIRPORT TEXAS #1, LTD. Prdiminory zOtiEO CC COMMERCIAL O-9ovo'a0" 1. LI N01.46.5rE ,250' CROW-BILLIN.GSLY AIRPORT #1, LTD. This document shall not be L-54.9g - VOLUME 714.3, PG. 600, VOLUME 13382, PG. 123, recorded for any purpose. a1-N464657 E L2 sealro3'E 850 OWNER/APPLICANT: ENGINEER/SURVEYOR: CHL-49.50 For Review Purposes Only D.R,T.C.T, ( D.R,T.C.T. rP y GRAPEVINE AMERICAN. LTD. BURY+ PARTNERS-DFW, INC. Witlkxn C.Haddock,R.P.LS. 1800 VALLEY NEW LANE 5310 HARVEST HILL Registration No.5764 1 HICKORY CENTER SUITE 100 ZONED: CC COMMERCIAL ZONED: CC COMMERCIAL r s,zoos DALLAS, TEXAS 75234 (9ALL ssTEXA 1 75230 (469)522-4200 TEL.. CONTACT: BILL HADDOCK,R.P.L.S. PLAT FILED IN CABINET- SLIDE , P.R.T.C.T. DATE SHEET 1 OF 2 S:\BUR\30445-01\BURN\30445-OIFPLT.dwo modified by rhomil of Fah 1.3 gnnF OWNER'S CERTIFICATE OWNER'S DEDICATION AVIGATION RELEASE SURVEYOR'S CERTIFICATION �EREAS, GRAPEVINE AMERICAN LTD., is the sole owner of a 6.174 acre tract of NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT GRAPEVINE STATE OF TEXAS land located in the James Gibson Survey, Abstract No. 587, City of Grapevine, • I, William C. Haddock, of Bury+Partners—DFW,Inc. a Registered Professional Land Tarrant County, Texas, and being all of Lot 2, Block B, Grapevine Vineyard. an �� LTD., Aces hereby adopt this plat of LOTS 2R ANDr3,BLOCK B. COUNTY OF TARRANT * Surveyor in the State of Texas, do hereby declare that I prepared this plat from yo GRAPEVINE VINEYARD, an addition to the City of Grapevine, Tarrant County. an actual and accurate survey on the land and that the corner monuments addition to the City bi Grapevine, Tarrant County, Texas, according u the plat Texas, and does hereby dedicate to the public use forever the right—of—way and WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter tolled "Owner", is the owner of shown thereon were properly placed under m personal supervision in accordance filed for record in Cabinet A",portion f that Piet Records, Tarrant County, Texas, easements shown hereon. The easments shown hereon are hereby reserved for that certain parcel of land located in the City of Grapevine, Tarrant County, with the platting riles and regulations of the State of Texas and the City of said Lot 2, Block 8 being a portion of that certain tract of land described in the the purposes as indicated. The utility easements shall be open for all City and Texas, beingmore articular) described on thisplat. y deed to said Grapevine American Ltd., filed for record in Volume 12937, Page franchised public utilities for each particular use. The maintenance of paving on particularly Grapevine, Texas. 211, Deed Records, Tarrant County, Texas, and being more particularly described the easements are the responsibility of the propety owners. No buildings or NOW, THEREFORE, in consideration of the sum of ONE AND.00/100($1.00) Surveyed on the ground December 30, zoos. Preliminary by metes and bounds as fellows: auxiliary structures shall be constructed, reconstrubted a laced upon, over or P P DOLLAR and other valuable consideration, the receipt and sufficiency of which is This document shall not be across the easements as shown, Said easements being hereby reserved for the hereby fully acknowledged and confessed. Owner does hereby waive, release, recorded for any purpose. COMMENCING at a 5/8 inch iron rod found with a cap stamped "KHA' at the mutual use and acwmodation of all public utilities using, or desiring to use Northerly end.of a comer clip at the inters action of the South rightA" away line some.- Any City or franchised utility shalt have the full right to remove and keep remise and quit claim to the City of Grapevine, Tarrant County, Texas, The For Review Purposes Only of Grapevine Mills Boulevard North (formerly known as Anderson—Gibson Road or removed all or ports of any fenced, trees, shrubs or other t t or remove or p Dallas—Fort Worth International Airport Board, The Cities of Dallas, Texas and Fort William C. Haddock, R.P.LS. wsukm a Haddock,R.P.L.S. 5764 County Road No. 3044) and the East right—of—way line of Farm—Market 2499(a growths which in any way endanger or interfere with the construction, Worth, Texas, their successors and assigns, hereinafter called "Cities', for the use State a Texas No. 5Regtmtraaoa Na 06 160 foot wide right—of—way), said iron rod also being the most Northerly maintenance or efficiency of its respective system on the easements and all Cityand benefit of the public and its agencies, any and all claims for damages of Bury+PartnersHill R Inc.na uaauary s,2006 Northwest comer of Tract B(Future Right—of—Way) as shown on said plat of or franchised utilities shall at all times have the full right of ingress and egress any kind to persons a property that Owner may suffer property reason above the passage 5310 Harvest Hill Road, Suite 100 Grapevine Vineyard; to and from and upon said easements for the purpose of constructing, and flight ri all aircraft a the air space above Owners property above the (972), Texas 175230 1 reconstructing, inspectin p g' height restriction as presently established by Ordinance No. 73-50 for the City (972) 991-0011 g. patrolling, maintaining and adding to or removing all a of Grapevine, known as the Airport Zoning Ordinance of the Dallas—Fort Worth THENCE North 84'it' 40'East, along the South right—of—way line of said parts of its respective system without the necessity at any time of procurring International Airport, to an infinite height above some, whether such damage Grapevine Mills Boulevard North, a distance of 100.51 feet, to a 1/2 inch iron rod the permission of anyone. shall originate from noise, vibration, fumes, dust, fuel and lubricant particles, and found.for the most Northerly Northeast corner of said Tract B and the most all other effects that may be caused by the operation of aircraft, landing at or STATE OF TEXAS Northerly Northwest comer of said.Lot 2, said iron rod also beingthe POINT OF resolutions plat approved subject ra all platting ordinances, rules,regulations and taking off from. Or operating at or on the Dallas—Fort Worth International Airport. COUNTY OF DALLAS BEGINNING of the herein described tract of land; resolutions of the City of Grapevine, Texas. THENCE continuing along said South line as follows: WITNESS MY HAND this the_.day of 2006. This instrument does not release the owners or operators of aircraft from liability BEFORE ME, a Notary Public, personally appeared William C. Haddock, known to for damage or injury to person or property caused by falling aircraft or falling me to be the person whose name is subscribed to the foregoing instrument and GRAPEVINE AMERICAN, LTD, physical objects from alcraft, except as stated herein with respect to noise, acknowledged to me that he executed the some for the purpose and North 84'11'40"East, a distance of 124.62 feet, to a 5/8 inch iron rod fumes, dust, fuel and lubricant particles. consideration therein expressed. found with a cap stamped"KHA"; It is agreed that this Release shall be binding upon said owner and his heirs and GIVEN UNDER MY HAND AND SEAL OF OFFICE this the_dayof North 88'15' 10"East, a distance of 197.01 feet, to a 5/8 inch iron rod R. L Lemke, Vice President assigns, and successors in intrest to said property, and it is further agreed that 2006. found; this instrument shall be a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the property is located. North 89'20' 41'East, a distance of 155.72 feet, to 0 5/8 inch iron rod Notary Public in and for the State of Texas found with a cap stamped "KHA' for the Northeast comer of said Lot 2 EXECUTED at Dallas, Texas, this—day of , 2006. and the Northwest comer of a wiled 13.7532 acre tract of land described in the deed to S.P. Airport Texas 11, Ltd., filed for record in Volume 13382. STATE OF TEXAS + GRAPEVINE AMERICAN, LTD. Page 123, Deed Records, Tarrant County, Texas; • _ THENCE South 00'42'41'West, along the East line ofsold Lot 2 and the West COUNTY OF DALLAS R. L Lemke, Vice President line of said 13.7532 acre tract, at a called distance of 426.05 feet, passing the BEFORE ME, a Notary Public, on this day personally appeared R. L LEMKE, known Southwest corner of said 13.7532 acre tract, and continuing In oil, a distance of - to me to be the person whose name is subscribed to the foregoing instrument STATE OF TEXAS • 551.51 feet, to a 1/2 inch iron rod found with o Cop stomped *USA" for the and acknowledged to me that he executed the some for the purpose and COUNTY OF DALLAS • Southeast corner of said Lot 2 and the Northeast comer of Lot 1, Block B of consideration therein expressed. said Grapevine Vineyard- GIVEN UNDER MY HAND AND SEAL OF OFFICE this the—day of BEFORE ME, a Notary Public, personally appeared R. L LEMKE, known to me to THENCE North 88'13' 03' West, along the South line of said Lot.2 and the 2006. be the person whose name is subscribed to the foregoing instrument and _ acknowledged to me that he executed the some for the purpose and North line of said Lot 1, a distance of 506.03 feet, to an "X" cut in the consideration therein expressed. concrete pavement of an existing concrete drive, said "X" cut being the Notary Public in and for the State of Texas Northwest corner of Lot 1 and Southwest comer of Lot 2, and being on the East GIVEN UNDER MY HAND AND SEAL OF OFFICE this the—day of line Of the aforementioned Tract B; 2006 THENCE along the East line of said Lot B and the West line of sold Lot 2 as follows: Notary Public in and for the State of Texas North 01.46, 57"East a distance of 493.55 feet, to a 5/8 inch iron rod set with a cop stomped'Bury+Portners"; A North 43'it' 09" East, a distance of 30.21 feet, to the POINT OF BEGINNING and containing a computed area of 6.174 acres. FiNl L PLAT LOTS 2R AND 3 BLOCK B GRAPEVINE VINEYARD AN ADDITION TO THE CITY OF GRAPEVINE TARRANT COUNTY, TEXAS. BEING A REPLAT OF LOT 2.BLOCK B,GRAPENVE VINEYARD, AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS, AND BEING LOCATED IN THE L GIBSON SURVEY,ABSTRACT NO.587, TARRANT COUNTY,TEXAS. 2 LOTS — 6.174 ACRES FEBRUARY.2006 ZONED: CC COMMERCIAL OWNER/APPLICANT: ENGINEER/SURVEYOR: GRAPEVINE AMERICAN. LTD. BURY+ PARTNERS—DFW, INC. 1800 VALLEY VIEW LANE 5310 HARVEST HILL i HICKORY CENTER SUITE 100 DALLAS, TEXAS 75230 DALLAS, TEXAS 75234 (972) 991-0011 (469) 522-4200 TEL. CONTACT: BILL HADDOCK, R.P.LS. PLAT FILED IN CABINET SLIDE , P.R.LC.T. DATE: SHEET 2 OF 2 C.\Clip\2r1n nG n�\ci rn�r\ zn�nc n�rniT�..._ .___�.i_� _ � , .- ., „___ _ _ t I i NM*4Ir3n-212.OW w . SITE ._f 1 i >s aMl.w clAeac � i- I) � f1` 6 .. TTTT71 a SLiW y�` �t i 1 �0 i f 1j� N ITT b lol '4 4 0 a I U) � I i 4 � VICINITY MAP NTS ______ P sea (' (�Glas) '-s) 1 row ' IE .� 1Y 1-652 sf FUTURE 71 I FF=537.00 © RESTAURANT i 7,000 sf 1 1 ' 0 15 30 45 80 1 I LOCATION � SITE DATA 1 I LA-Z-BOY t O 1 I I I 1_. . .... I 10 I ( b ' BUILDING SQUARE FOOTAGE(TOTAL) 14,652 SE.FT. _-_. T PARKING 73SPACES PARKING PRONGED 79SPACES _ 1 : (� I -- - �9•(� I BUILDING HEIGHT 31'FEET (Typ) ' ( I FUTURE RESTUARANT 3 1 I fF O i BUILDING SQUARE FOOTAGE(TOTAL) 100 SPACES PARKING REQUIRED(1:70 SF) 2 I I q I PARKING PROVIDED 143 SPACES FUTURE RETAIL BUILDING SQUARE FOOTAGE(TOTAL) PARKING REQUIRED(1200 SF) /11 SPACES ©I C �a 46'S — b ' I I PARKING REQUIRED 284 SPACES ff PARKING PROVIDED(TOTAL) 369 SPACES ' ! I � 24• - - - - b - - - - - - - - - � -1 ZONING: CC DISTRICT t I 1 1 PROPOSED USE RETAILRESTU_ T7 Pll f I I COMMERCIAL 1 1 TOTAL SITE AREA: 6.174 ACRES I I EXISTINGASHL T u Y'S1 — SOtI857•W-taOOO _ -- ( ) (Tm) CASE NAME: -z-e0r FURNIT URE R -__.:° I i TTP CASE NUMBER: 0006-03 i 1 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 211 & 3. GRAPEVINE VINEYARD _ j I to Qo _ � I MAYOR 9METARY DATE: : 1 ' PLANNING AND ZONING COMMISSION i I{ i I 111 24' 1 1 2 r t 24 CHAIRMAN i ul FUTURE I I DATE: I 222,,t25 si I I 1 8 SHEET:_OF_ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. a1i I DEPARTMENT OF DEVELOPMENT SERVICES 1 I I ' MASTER SITE PLAN Tw I iittrmit iQ i i 1 1 11 , n@i i i i ni i I 11l I LA-Z-BOY T 2, BLOCK B " u""'--`----I- -� -- --------- 1 J 1 ZONED: COMMUNITY COMMERCIAL DISTRICT - - GRAPEVINE VINYARD AN ADDITION TO THE CITY OF GRAPEVINE, N07E TARRANT COUNTY, TEXAS, CONMONAL USE REQUEST CU06-03 IS A REQUEST TO EATABUSH A PLANNED JANUARY 6, 2006 COMMERCIAL CENTER AND TO ALLOW FOR 40-FOOT POLE SIGN. OWNER: CIVIL ENGINEER/APPLICANT: SURVEYOR: GR EVINO AMERICAN, LTD. BURY+PARTNERS-DFW, INC. BURY+ PARTNERS-DFW, INC. 1800 VALLEY VIEW LANE 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 BENCHMARK: 1 HIgKORT CENTER DALLAS. TEXAS 75230 DALLAS. TEXAS 75230 BM#1=539.70 DALLAS, 1 XAS 75234 PHONE: (972) 991-0011 PHONE: (972) 991-0011 BOXCUT FOUND ON INLET t SODA SOUTH OF STARS 3 STRIPES WAV PHONE: 2 ON THE WEST SIDE OF F.M.2499 @ THE SOUTHEAST CORNEROF ( 14) 631-1813 CONTACT: SHERROD BIBB, P.E. CONTACT: DAVE DE WEIRDT, R.P.L3. ``� �n - THE•RooMs TO Ga PARING LOT. CONTACT. IEW BROWN F_\30445-01\44501MSPN.dwg modified bFy LylLrhli'-Q1 Fe�15gt�.f$PA frg_np,djC by rhar:A of Fab 13, 20D6-1:33pm CASE NO: SHFFT i OP 1 E $ \ I t \ \ 1 �. SITE I — — __ •46•SY'E—212A0' _ ss9 __ — — -- — --- —sag-- _ BARRIER _. RAMP 537 7 IT Nor - �. - - - - VICINITY MAP NTS % s� PlAN1ER (MAPSCO GRID I—S) t..-- - Pro — Ea Boy i O i l 14,652 D 15 30 45 60 t-3c FFE537.00 All �u• 18• t � __ I ! sB SITE DATA LA Z-BOY 1 I 2 - s'SS 37 ar_. - LOT ZMLOCK 6:t 53TAc_55,95o Sg.FL Y ( 1 ZONED:CC DISTRICT .-I+ T tY 3Y d PARKING REQUIRED(12W) 74 SPACES _.._ ._...._.....- 1 Q PARKING PROVIDED(TOTAL) 19 SPACES CASE NAME: LA—Z—BOY HANDICAP HANDICAP PARKING PROVIDED z sro z YVA�r LOCATION. 3450 GRAPEVINE MILLS PARKWAY Ec sw o cISOunRE FOOTAGE 14.652 s0.FT LOTS 2R 3. GRAPEVINE VINEYARD LOT COVERAGE 21.5994 t pqS i I a� DUAPSIER OPEN SPACE AREA 15.029 SO.FT. OPEN SPACE OOVERaGE zZ.ux R SECRETARY -- 1 DATE: i 3 I PLANNING AND ZONING COMMISSION CHAIRMAN EXISTING ASHLEYS SHEET-.—OF FURNITURE I APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. u 1 I 1 DEPARTMENT OF DEVELOPMENT SERVICES ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED til FUTURE I I — 222,RETAIL , I SITEPLAN I I %•t =,e LA-Z-BOY yad . I i q e ALOT. 2, BLOCK B 74 4 N AD GRAPE HE IT ARD Y F GRAPEVINE, vie DIT RRANT COUNTY, TEXAS, JANUARY 6, 2006I. r— t"T OWNER: CIVIL ENGINEER/APPLICANT: SURVEYOR: GRAPEVINE AMERICAN, LTD. BURY+ PARTNERS-DFW, INC. BURY+ PARTNERS-DFW, INC. 1800 VALLEY NEW LANE 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 BENCHMARK, 1 HICKORY CENTER DALLAS, TEXAS 75230 DALLAS. TEXAS 75230 BXCUTFO970 OF DALLAS, TEXAS 75234 PHONE: (972) 991-0011 PHONE: 60%COTF STg"1NLETS500'SOUTHSOUT EAS STRIPESWAV PHONE: (214)631-1813 CONTACT: SHERR00 BIBS, P.E. CONTACT. OE WdRDT• R.P.LS. 991-0011 ON THE NEST SIDE OF F.M.h99 THE 5WiHEPST CORNEROF �xn THE•RooM. DPARwNGLOT CONTACT: LEW BROWN F;\304<5—Ot\44507SPN•dwg modified by°nta7F,• �TO `j�!`+P 9_m1?d� by rbomil at Feb 13. 2006—1:35pm G E N E R A L C ON S T R U C T I O N N O T E S L E G E N D 1•STAFEJADS AND SFEOF1CATO M ALL MATERIALS,CONSTRUCTION METHODS WORKMANSHIP.EMXIPMEN SERVICES AND TESTING FOR ALL 23 TRAFFIC CONTRA. IT SHAD.BE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP AND SUBMIT FOR APPROVAL BY THE GOVEftMNG OQSIYiG' PR01'06ED FUTAE p PUBLIC IMPROVEMENTS SMALL BE N ACCORDANCE WITH THE GOVERNING AUTHORITIES'ORMANCES RECUIATOHS REQUIREMENTS.STATUTES, AUTIOITES A TRAfF7C CONTROL PLAN.PREPARED AND SEALED BY A PROFESSIOVK ENGINEER UONS7'r IN THE STALE O TEXAS:CORNER PROPFR7Y MBE N/A SPECIFiCA110NS IPA)DETAI.S UTEST PRINTING AND AMEFIDMENTS THERETO. THE COVERPMJC AUMORHIES PUBLIC WORKS AND WATER ATUTH MANAGEMENT FROCEWRES TO BE PRONGED DURING CONSIRUC1N1P1. TRAFFIC CONTROL MEASURES SHALL BE PROVIDED IN = g DEPAR7YINT REQUIREA(ENiS,PLNBING CODES AND FIRE DEPARTMENT REMAU7WNS SMALL TAKE PRECEDENT FO2 AL PRIVATE IMPROVEMENTS ACCORDANCE WTH THE FOLLOWING ADDITIONAL REQLAWMEN7S --__— a� W1EAE APPUCAaE. Au oTER PRIVATE WNSTRUCiWN.NDT REO/LATED BY THE GDYA PANG AunNaRItr,sxAlt aE'IN ACCORDANCE WITH THE BUBDNc tip; L,_.•J L._-___..J STANDARD mECI7CAi1OH5 FGR PUBLIC WORIcs coasTTRucnON.NORTH KdNTRK TEXAS-rmRTN CENTRAL 7EIN5 OWNCA.OF GDVEtNMENM A cA1sTRucnoN a SIGNI C Arm BARRICADES SHALL CONFORM WITH THE•1980 TEXAS MANUAL ON UNWORN TRAFFIC:CONTRA.oENNI:s',As r LATEST PRINTING ANp AIAENDMIN75 7HOtETO,EXCEPT AS MWIIED OR AMFfmfD BY THE PROJECT CONTRACT DOCUMENTS CURRENTLY AMENOW.TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATWN. FINISH FLOOR ELED OTCH :,'.Y FFE+650D0 N/A _ 2.E7IAMINA710N W 97t THE CONTRACTOR ACKNONLEOGES THAT HE HAS NVES11CAlE Arm SA715FRD NWJSELF AS TO THE CONDITIONS S.THE CONTRACTOR SHALL BE RECURRED TO FURNISH BARRICADES,FLARES,MCMIN,ETC..FOR THE PROTECTION CO THE PUBLIC,EMPLOYEES SPOT EFAiTOH b AFIECTINC TIE WORK INCLLDBNG NWT NOT RESRtHCTEp TO THOSE BEARING UPON TRAISPORTATOR DISPOSAL,NANDIINC AND STORAGE OF AND TIE WORK. X� N/A a. MAT7IAt5,AVA4ABIUTy CO LABOR,WAtFF,ELECTRIC POWIN.ROADS AND UNORTNNTES OF HEATHER,OR SIMILAR PHY57CAL CONO710N5 AT THE -- , .F.���.,,dA11 SITE.CONdTONS OF THE CRIIVND,TE CHARACTER OF EQUPMENT AND FACNITIES HEEDED FRAIIHARY N AND DURING PERFORMANCE OF THE G THE CONTRACTOR SHALL PERFORM RIS WORK IN SUCH A MANNER AS TO CREATE A MINIMUM OF INTERRUPTION M TRAFFIC ALONG ADJACENT CURB �V WYORJK. THE CONTRACTOR KTCNOWLEDCES THAT FIE HAS INSPECTED THE SITE O TIE WORIC AND 5 FAMILIAR-NTH TE SOIL COND1706 TO BE ROADWAYS.TWO wAY TRAFFIC MIJSF MAINTAIED ON ALL ROADWAYS AT ALL TIMES TFNWCFHWT CONSTRUCTION UNLESS W9IT7IN F�V EEWONIOED. ANY FAILUE BY TIE CONTRACTOR 10 ACWAN7 FRYSELF MTI iFE AVARAaE iNFORMA710N WILL NOT RELIEVE HIV FROM PERMISSION IS GRANTED BY THE COVET MG AUTHORITIES. .... x... -:_- RESPONSIBILITY FOR ESiMAING PROPERLY IN DIFF7CULtt OR COST SUCCESSFULLY PERFORLWNG THE WORK THE OEVFIOPER ASSUMES NO - ASPHALT PNMEMALF -p—_�r- a 1✓A TME DEVELOPEFLisE tt FOR ANY QQNAUSNGN$OR INTE7tPRETAllpNS MADE BY TE CONTRACTOR OH THE BARS OF THE INFONRN,ATDN MADE AVAR BY 0.ALL SIGNAGE MARKINGS.LIGHTING,BARRICADES,F7AGNEN AND OTHER DEVICES AND PERSONNEL REWIRED FOR TRAFFIC CONTROL DURING . CONSTRUCTION OF THE PROJECT WILL BE INCLUDED IN THE CONTRACT AMOUNT. RIDGE'LIRE N/A _-__18__-- M/A- Z & . 3.311SSlAFACE SNVF'STIGAl10Tt SUBSURFACE EXPLDRATON TO ASCERTAIN TIE NATURE OF 5025 WdUgNG THE M10UNT O'ROCK,F ANY.S E All TRAFFIC CONTRA DIE RACES USED WRING NIGHTTIME SHALL REFLECiORIZED.ILLUMINATED FROM NITHIN OR EXTERNALLY ILLUMINATED. x IN F" �AS IE NETM d•1!E CONTR,tCTOR, iT SHALL BE TE RESPONSIBILITY OF THE CON7RACiDR TO YAKS SUdH SUBSII+FAE INK.IF ANY, IS STALE K VALLEY GUFTER ..............y.. ...o,. . -� N/A tl CESSARY 1p DETF7RMNE THE NATURE OF TE MATERIAL lO INOpN7ERED. $DIME SBSURFACE EXPLORATON HAS SEEN F.THE CONIRACTR SHALL NOT REMOVE ANY REGULV7OYRY SIN,INSTRUCT A SIGN.WARNING SIN,STREET NAMESKIN OR ANY SIGNAL, PERFORMED BY TE CEOIEGIRCAL INGNEER OF RECORD ON TFE PROJECT AND 6 FRONDED FOR INFORMATIONAL PURPOSES THE OEVE..OPER WHICH CURRINRY EXISTS WITHOUT THE CONSENT OF THE IX)VERNING AUTORTIES CONTOUR LINE .��S75J AND ENONE}7t OSCLAIM.ANY RESPONSBIUTY FOR THE ACWRACY;TRUE tACAIiKXI AND EXTENT OF THE SOl3 IlFORMAt10N THAT HAS BEEN ._._5TN- PREPARED BY OTHERS, THEY FURTHER OSCLAM RESPOFNSIBXJtt FOR NTERPRETATIOJ OF THAT DATA BY THE GON7RAC70R,AS IN PROJECTING G. THE CONTRACTOR SHALL MAIN TAN AND REPLACE WHERE NECESSARY ALL SHINS,LIGHTS MARKINGS PAD TEMPORARY PAVEMENT ._ __.__ SOIL BEARING VALUES ROOK PROFILES,Sgl.S STABILITY AND TIE PRESENCE.tEYEL Am OK7ENT O UNOERdR01ANp WATER THROUCHOU1 TIE CONS7RUCTION PERIOD. STORM DWNI 4.10FOGRAPIG'SUPVfIY TOPOGRAPHIC SURVEY INFORMATION SmWN ON TE PLANS IS PRONl7ED FOR NFORMAl10NK PURPOSES THE H THE CONTRACTOR SEAL REMOVE ALL TRAFFIC CONTRA MEASURES AT THE END d"CONSTRUCTION A.ND RESTORE UNIMPROVED PAVE/ENT STORY OtMM LLAtIDtE '' .. -- _{ CONiRACi.RR SHALL BE RESPOVSIaE FOR VERIFYING THAT THE INFORMA710N SHOWNN S CORRECT.AND SHALL NOTIFY THE ENGINEER IMMEDIATELY AND OTHER asTUReED AREAS Tn TIER ORIgNAL coHBlnaN. - - OF ANY ERRORS,OSCN.PANCES OROMISSIONS TO THE SURVEY'NFORMATON FRONDED. AHY COSTS Nd1RIREp AS THE RESULT OF NOT - _ COIFMPLIC THE ACTUAL SURVEY SIH.ALJ.BE BORNE BY THE CONTRACTOR 24 ACCESS TO ADJACENT PROPER7IM ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS OIHERWiSE DIRECTED ANAL BNET S COMPLIANCEAND FA7NH LAWS: T E CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL STALE AND FEDERAL LAWS INCLUDING AIL CODES, BY THE GOVERNING AUTHORITIES AND/OR DEVELOPER. CURB RSET .._.... -- --�,__ ORDINANCES GOVERNMENTAL MENAATI(Mi5 AF'PLICABtE TO TITS CONTRACT Atm TE WORK TO BE DOPE THEREUNDER WtMCIF GIST OR MAY ENACTED 25 A NR0111ES,STALiFNG AIKAS AJm STORAGE AREAS: ALL PRIVATE HAM.ROADS AND ACCESS ROUTES Am THE LOCATION OF All GRATE T .._. .- ® _ N/A LATER BY COVERNMENTK 8001E5 HAVING AIRISOCTOH OR A11T110Ritt FOR SUCH ENACTMENT ALL WOIK REOUNRED LIMIER THIS CONTRACT STAGING AREAS AND STORAGE AREAS SMALL BE SUBJECT>b THE APPROVAL U THE DS AND AC THE OUTESA AND SHALL BE RESPONSIBLE SHALL COMPLY 7WTH ALL T17UREMEN7S OF LAW,REGULATION.PERMMT OR IJCEH:E. E THE CONTRACTOR FINDS THAT THERE IS A VARIANCE HE FOR MAINTAINING AND REPAIRING ALL ROARS AND OTTER FACMIES USED DIIRNG CONSTRUCTION. UPONNTRACTORH THE FROECN ALL MIfR LIRE ....._ ....-. S/1' __. EryN_ SNAIL WIAEDUTEI,Y REPORT TIS TO THE DEVELOPER FOt RESOLUTION. HAUL ROADS ACCESS ROADS STAGING AREAS AND STORAGE AREAS SHALL BE RES70REp TO A,. UPON N EQUAL COMPLETION Oi BETTER JEAN TEAT AT THE TIME THE CONTRACTOR COMMENCES WORK ON THE PROJECT. FIRE HYDRANT S7'ERfROD BNB A &PUBLIC CONVENIENCE AND SAFFM N ACCORDANCE WITH GFNERALLr aO>Eptm CONSTRUCTION PRAC ♦ N/A Vr SOIlY AND COMPLE7ET,Y RESPONSIBiE FOR CONDITIONS O 7TE JOB 517E INCLUIINC SAfEtt OF ALL PERSONS AND PROPERTY DURING BE 21 PARION:lTF COp151RLJC7gN E'OUPIEFIT AT NKNT AND WRING ALL OTHER PERWDS CO TINE WHIN EQUPMINT S NOT BONG ACTINLY 10'A7FA VALVE __. __...... �� N/A AFE 88442 _i T PERFOMANCE OF THE W01IC TINS REOUIREAENT SHALL APPLY CON711' AND NOT BE LHITEO TO NIXIMAL WORKING HOURS, USED FOR THE CONSTRUCTION E, 9 :4 DURING THE tESENT ZONING _ WORK TE CONTRACTOR SHALL PARK THE EQUIPMENT AT LOCA7WNS WHICH ARE APPROVED BY THE DEVELOPER. IF.IER SOX ® MIA MATERIALS STORED ON THE WORI(SHE SHALL BE 5o PLACED,AND THE WORK SHALL AT AU,.TOLES BE SO CODUC7ID,AS 10 CAUSE NO AUTHORITIES CONSTRUCTION �USE OFOVACANT PROPERTY FO CONTRACTOR R STORAGE SHALL THE WCTH 7HE P1 REQUIREMENTS OF 70R SMALL ALSO PROVIDE ADEQUATE THE GOVERNING GREATER OBX'CAI1 ON/D THE 1RAVELNG PBLIC TITAN IS CONSIDERED ACCEPTABLE BY THE R VERNNG AUTHORITIES Arm THE OEVFLOPER. THE MARKERS AND LIGHTS TD PROTECT% II.OPFO THE GOYEiNHNG AU7 THE THE PUBLIC AND THE OTER WORK.ALL BARRICADES LIGHTS, CONTROL.V'W N/A N/A LWaSi < - MAlER1AL5 IXCAVA7ED SMALL PACED 50 AS NOi lO ENDANGER THE WORK OR PREVEM.FIEE ACCESS 70 ALL FIRE HYDRANTS,WATER z 13 G YALV£S,CAS VALVES,HINGES,AEI)FIRE ALARM OR POLICE CALL BOXES IN THE WIITY. AND MARKERS MUST ELEET TE REDCWEAEtdTS of THE COV£RMN0 AUTHORITIES'REGULATIONS. WIG110N METER N/A Q] N/A THE OEVELW:RESERVES 7 E RIL.HT TO REMEDY ANY NEGLECT ON THE PART CO TIE CONTRAC70R MiH REGARDS 70 THE PUBLIC CONVENIENCE 27.WATER FOR COPS7N#CWCN, THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR PURCHASING WA1FR FROM THE B+GQiDW PREYFNTER 7y a] N/A AND SAFETY WHICH MAY COME TO THE DEVELOPER'S ATiENiDN,AFTER 24 HOURS MOM£N MINTING TO THE CONTRACTOR SAVE N CASES CF COVi%!Im AUTHORITY FOR HIS USE ON THE PROJECT SITE COSTS ASSOCATFA WITH TIES SERVICE SHALL BE NAUDW N iFE CONTRACT Z EMERGENCY,WFIEN THE DEVELOPER SHALL NAYS 7/E RIGfiT TO AFMEDY ANY NEGLECT INTHOUT NO11O;AND,N OTHER CASE TE COST OF SUCH OERTSIOR OIECI( ® M/A WM17RIC DONE BY THE DEVELOPER SHAY BE DFDUC7ED FROG THE HONES DUE OR TO BECOME DUE TIE CONIRACIOR. THE CONTRACTOR STALL 28 lEl1PoRARY EtEOTHC AEA ODLINPNCA710N5 FOR CONSTMICIIDFr: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR NOTIFY TIN THOR AND THE G04ERF&RG AUTNpITES WHEN ANY STREET S lO 8E C-0.SED OR OJSTRUCTEp;ST/CNi NOTICE SHALL N TE NSTALLATON AND PURCHASING OF TEMPORARY ELECTING AND CODINICATONS SERVICES FROM TE G%INE G AUTHORITIES FOR HIS USE ON SANPRY SETTER LINE .- CASE S MAJOR THOWGHFARES OR STREETS UPON YAICHI TRANSIT 8Y THE DEVELOPER OR THE CO IS 44G AUIDRITMX KEEP ANY STREET OR TE PROJECT SITE COSTS ASSOOATE0 1WTH THESE SERVICES SHALL BE b,,,LM IN THE CONTRACT AlJOUNT SAHFMY SEWER MANHOLE - STEETS N CONDITION FOR Um857RLIC7Ep USE BY EMERGENCY.SERVICES METIE THE CONTRACTOR A REOARFR TO CONSTRUCT TEMPORARY IT BRIOCES OR TO MAKE DYER WELL ANGEkFNiS FOR CROSSING OVER DITCHES OR STREAMS.FINS I ONSIBIITy FOR ACCIDENTS SHALL INCLUDE THE 2A FINGER ALL FENCES INCOLNTERED ANp REMOVED DURING CONSTRUCTOR EXCEPT TiOSf DESIGNATED 70 REMOVED OR RELOCATED. CLFAMUT ._.__ f: .... „a a_ ROADWAY APPROACHES TH EEL.AS THE SIRUCR CROSSING O:SUCH OVER `¢', SHALL RESTORE)TD TEE OUGYNAL ORT7ER THAN CONDI7DN UPON COMPLETION OF THE PROJECT. WHINE MIRE FENCING,ETHER ARE Z 7.510lII YMiFR ( PLYCONDITIONS OF THE_3 WHILE CONDUCTING MESH OR BARBED PARE,SH IS ALLi0 eE CR063ED.THE CONTRACTOR SHALL SET CROn-BRACEO POSTS W OTHER SIDE OF THE CROSSING. T HIS ACTINIES OH 7}{E C TOH YO CONS'IRVCTNG THOSE ITEMS INOCATED ON TE SHEETS,COIIRUAHCE RWiH THE SWP3 ITS TEMPORARY OVIIRRGHIAA DIOREATC L 7 PREVENT PERSONS FENCING�AND/�OR LJVESTOG(TROY IXTEPoRG THE NOT IN CONSTRUCTION AREA THE WHENEVER THE WORK IS PROWESS.AND WHEN nIE g� ///��yFF��� INGUD6 CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES(IDENTIFIED N THE SUYPJ)DURING PROJECT CONSTRUCTION. COST OF FENCE REMOVN„IEMPIXtARY CLOSURES Arm REPLACEMENT SHALL RE INGHIOET F THE CONTRACT. IIG T POE * N/A Z S,PFTLRTS AFE TE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY PoR THE EXECUTION O'THE 3O DRAINAGE GUJNER YMFRE EXISTING ORANAGE CHARNELS AAE 7T7APORARIL,Y DISTURBED OR BLOC',ED DURING CONSTRUCTION,IT SHALL POWER POLE M/A W WOPo(ANO SHALL MISS F COMPLY WITi ALL TIER TERMS AND CONDITOJS WFENEVER ITE WORK UNDER THIS CONTRACT REQUIRES HARE BE RESTORED TO TE ORIGNK COmIiION,GRADE APm.CROSS SECTION AFTER CONSiRUC710N S COMPETED. ODYWR CITY !- N/A v+ /�j �.e� DBTANNG O"PERMITS FROM C GOVERNING AUTORITFS,"TIE COt7RACTCR SHALL FURNISH DUPICATE COPIES aF SUCH PEIII75 7D 1FE os V f� DEVELOPER BEFORE THE WORK COVERED TEREBY LS STARTED. NO WORK WELL BE ALLOWED TO PROCEED BEFORE SUCH PERMITS ARE OBTAINEp. 31.COORDINATION WITH 01"M IN THE EVENT THAT OTHER CCNTRACNRS ARE DOING WORK W TIE SINE AREA SMNATANEWSI.Y PATH THE SKIM '`" IN/A Z ."1 A IMPACT FEE$ THE DEVELOPER WILL PAY ALL IMPACT FEES APPL1CAaE TO THE PROJECT. PROJECT,THE CONTRACTOR SHALL COORDINATE HIS PROPOSED CONSTRUCi1ON WITH THAT OF TE OTHER CONIRACIURS. �. y, I.Ai 32 CO ornom OF SITE DIMING COISINHCTO6 DURING CONSTRUCTION O 7FE WORK.iFE CONiRAC70R SHALL,AT ALL TIME$KEEP THE SITE ACCESSIBLE PAPoAD l? N/A ® W® 10.BONDS PERFORMANCE,PAYMFNTAHm MAINTENANCE BONDS Wilt BE REWIRED FROM THE CONTRACTOR FOR ALL WORM(CONSIDERED TO O'THE WORK AND ADJACENT PREMISES AS FREE FROG MATERIAL,DEBRIS AND RUBBISH AS 5 PRACiICAaE AND$HAIL REMOVE SALE FRW `4 g (1 'PBUC MFROVEMEN7S B-P1 SHALL BEN THE FORM AND IN THE AMOUNTS AS REQUIRED BY THE GOVERNING AUTHORIIES ANY PORi%N O<TIE SITE I;N THE OPINION OF THE VWH pp LE p�(NO, dL t}VANM/A V pyo_ DEN10PER,SUCH MATERIAL,DEBRIS OR RUBBISH CONS111UTES A NUISANCE OR IS Y.m IN:1T.VE1pgR"S CFR11F1CA71Ot ALL MATERIALS USED N CONS1RUCnON SHALL HAVE A VENDOR'S CERTIFIED 11ST REPORT. LEST REPORTS SHALL. OBJECTIONABLE AIABLE FOR THIS PURPOSE THE CONTRACTOR OF FAILURE ON THE TOR SURETY SHALL REDER HIS ON RACT.O R WERE ALL SUCH SUFFICIENT CONTRACT FUNDS ARE DELV M0 VI WE ENdNEFR BEFORE PERMISSION WILL BE GRANTED FOR USE OF TE MATERIAL. ALL VENDOR'S TEST REPORTS SHALL eE R@.GSND IWYJ. .'°"� N/A ® co Q SUBECT 1O RENEW BY THE INGINEER,AND SHALL BE SUBJECT TO 4QIFICATION BY TESTING OF SAMPFS OF MATERIALS AS PECERE FOR USE 3S E7031IiG ROADWAY$ 7/E CONTRACTOR SHN.L RESPWSIBIE FOR MAINTAIANC 11E AEAHW.kEs;OF FOISTING PAVED ROADS ALL ON TIE PROJECT. N TE EVENT ADDTIONAL 7F515 ARE REWIRED,THEY SMALL BE PERFORMED BY AN APPROVE ImEPEmEIT NESTING COSTS ASSOCATD N7H MANTANNG 11E OEANUMESS OF EXISTING ROADS SHALL BE INCLUDED IN TE CONTRACT AMOUNT. WOOD FENCE N/A LABORATORY AND SMALL PND FOR BY THE CONTRACTOR, ._.__ .. 12 lE'SII'IR THE TESTING AND CONTROL OF ALL MATERIALS USED N THE WORK SEAL BE PONE BY AN MIDEPpNDQNT NESTING LABORATORY ZrTROL; TFE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL DUST ON THE PROJECT SITE BY SI'RINKLXNG OF �1 WALL FENCE .. ..s,.. _p.�_ N/A ®'e Z EMPLOYE AND PAID WATER OR ANY OTHER METHODS APPROVED CE THE GOV4NNC AU111ORiES ANO SHALL PROYb)E ALL EOIPEN7 AND PERSONNEL REQUIRED CHAIN LINK PENCE o—v- M/A Z DIRECTLY 8Y TE CEYELOPER, IN THE EYINT THE RESULTS OF M71K TESTING W LOT ARYCOMMPLY MTH TE PLANS AND TO PREVENT DUST FROM BECOMING-A NUISANCE TO THE ADJACENT PROPFIRTES PAR)BYCON ACTOR AS OREAO CSTSTE)W'BAY THE DEVELDPER PAYMENT WILT ypDE BY DEDUCTMATERIALS ION CONSFROMTRUCTION PAYMENT SHALL THE AND N/A DUEJS CLEAN-UP FOR FTNAL ACtEp7ANCE; THE OOHTRACTOt SHALL MILE A FINK MEAN UP OF ALL PARTS OF THE WORK aTORE ACCEPTANCE ��'r- 13.NlECilOtk INSPECI)ON O'TE PROPOSED CONSIRUCIKN WILL BE FRONDED BY TIE 60VFRNINc AUTFHORIT6 Am�/O�R,•T-_E.DEFQ.O�FR, BY THE DEVELOPER,TIS CLENi.UP SMAL NALWE REMOVAL OF AL OS E07MAB E MA7MAS AND.N GENERA,PREPARING THE SITE OF �, _ V y Lu L COSTS FOR INSPECTW SERVICES MALL BE PAID BY 71E DEVELOPER. THE CON7RAC7DR SHALL PRONOE ASSISTANCE BY•rtVYNl ..EI*l ON TREE THE WORK IN AN ORDERLY MANNER OF APPEARANCE ITIfE N/A N/A 1RENG1 SAFETY.OR OTIHER POI(NECESSARY TO FAC0.ITATE NSPEC7ION ACTIVITIES ANO SHALL dYE SMIFiGfNT NOTICE WELL IN ADVANCE OF 38 REMOVAL 6 DEFECTIVE AID UNARFHOIS&D YIOIIC- ALL WORK WHICH HAS BETl!TREJECIED OR CONDEMNED SHALL REPAIRED,OR F IT PEmINC CONSTRl1CTON ACTIVITIES 70 THE GOMERNIm AUtHORIIES AND/OR DEVELOPER FOR SCHEDUUNC a INSPECIIW SERVICES CANNOT BE REPAIRED SAITSFACTORILY,I7 SHALL BE REMOVED AND REPLACED AT TIE CON7RACTOFTS EX` 4SE DEFECTIVE MATERIALS SHALL BE OVERHEAD WIRES - .__.._.,J_y+..__ N/A N/A 74.SRHOP ptAWNG4 TE CONTRACTR SNAIL IMEOAIE.Y REMOVED iROM THE WORK 97E WKXIC DONE BEYOND TIE LINE OR NOT N CONPoRWtt WIT(7 E GRADES SHOWN ON THE OVERHEAD EIEGING LINE -- ___-_ CIE N/A REQUIRED BY THE GOVERNING AUTi0RI71E5 AND CST CONTR DOWNEN N ACCORANCE 1W1H�LTFM�1 28COF THE=S PIPINGS OR AS FRONDED.WORK DONE WITHOUT REQUIRED INSPECT".OR ANY EXTRA OR UNCASSFlED WORK DONE wTHOUT WRITTEN B� AU AND PRIOR AGREEMENT N HINTING AS TO PRICES,SHAD_BE AT THE CONTRACTOR'S RISK.AND HALL BE CONSIDERED UNAUINORITEO. VOOOV-40 TELEPHONE LIFE - —OR— N/A V SPECJFlCAT10N5 FTR PUBLIC WVRKS CONSTRUCiKkI,NORtT1 CIN7RK TEXAS-NORTH CENTRAL TENS CDUNGL OF GOtEW14EN7S AND AT THE OPTION O TE DEVE7,O•ER MAY NOT BE MEASURED AND PAID FOR AND MAY BE ORDERED REMOVED AT THE CCNTRACTOR'S 1S 9URVEYNQ ALL EXPENSE UPON FAIURE O'TE CONTRACTOR TO REPAIR SATISFACTORILY OR 70 BECOME AND REPLACE,E SO DIRECTED,REJECTED, UpEIRpLRD ELECTRIC NNE - RICE Ti/A SHALL PRO+AOE TE SURVEYRIG REQUIRED FOR CONSTRUCTION STRONG SHALL PE THE RISPpH,aUTy O TIE CONIRACTRXL TE DEVELOPER UNAUTHO=CR CM400M O=0R MATERIALS PAIR SATISF AFTER ROR TO G NOTICE FICA/TE DEVELOPER THE DEVELOPER COWL.AFTER _.__.:,,F___._ PROPERTY CORNER$Am TARO BINCMARKS FOR USE AS MHORI20N7AL AND VERTICAL OAIUM. TE CONiRAC70R SEAL dW1G WWI'IIN NOTICE TO TTE CONTRACTOR,HAVE 71E AU=TRI TO CAUSE DEECTIV£WORK lb BE I OR REMOVED AND REPLACED. UNDERGROUND 1F3EPFDPE LIRE —RNGT— N/A EMPLOY A REGIStERFp PROESSOHV..LARD SURVEIY)K TO PERFORM ALL AODITWtNK SIRYEY,UYW7 AND MEASUREJENT WORK NECESSARY FOR GR ID CAUSE MNAUTIHOIZED WORK TO BE REMOYED MD Tb DEDUCT THE COST THEREOF FROM ANY MONIES DlJE OR TO BECOME DlJE THE e-' TILE COMPLETION OF TE PRO,ECL CCN7RACTOR. 11POE1DgDUD CARE LINE ._.._.fir ____ UOV MIA t&PROIFICIHON OF PROPERTY COFOERS IA ND THE CONTRACTOR SHALL PROTECT All PRO'ERtt CORER MARKERS AND 37,p3P0.CTON AND DISPOSAL OF E10fE'S4 AHD IMSITABiE YAlERIA3 Nl MA7t7IAt5 70 REMOVED FROM THE SITE RNAIRMNG BUT NOT FIECIRIC METER -_.__ HT/A Z BINgNARKS AND WHEN ANY StKH MARKERS OR MONUMENTS ARE N DANGER CF BEING dSTAtBEp,THEY SHNl BE PROPERLY REFERENCED AND LIH7E0 TO EXCESS MAIEIK AND ONSIATABIE M NSUITAB SUCH ER CONCRETE,ASPHALT,LARGE REMOVE REFUSE AND OTHER DEBRIS SHALL A E DISTURBED SHALL RESET BY A REGISTERED PUBIC SURVEYOR AT THE EXPENSE OF,THE CONTRACTOR. BECOME 7FHE PROPERTY OF nE CONTRACTOR APm SHALL BE DISPOSED O'OUTSIDE THE UNITS OF THE FIAOJECT AT THE ONTRACTOR•S EBCIRK: � NIA AN ENGINEER 57RUCTtRE1z THE PLANS SHOW TE L RE TON OF ALL KNOWN SURFACE AND SUBSURFACE - EXPENSE. CONTRACTOR SHALL ALSO COMPLY MI1H ALJ_APFLICABIE MAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A ElECIRIO SNTIGTGFNMR ;.J. ® N/A AND ENGINEER ASSURE NO RMPONSIB177Y FOR fA1LURE 70 SHHOW ANY OR ALL OF TESE 57RUC7URE5,ImYEVtR.THE DEVELOPER OSPOSAL SITE A TTEIR EXACT LOCATION. SUCH FAILURE SNAIL NOT BE CONSIDERED SIITTCENT BASIS FOR CAMS FOR ADgTONAL COMPENSATION FOR EXTHEMRRA 38�EDRFG+ TE COtNIRAC7IR SHAH PROVt�SEEONG,WA7FRING,FERTU7JNG Alp gEg1IREp MAINIEIAHCE FOR TE GRASSING OF ALL w m ® M/A W WORK OR FOR NOEASNO THE PAY OR REQUIRE N ANY MANNER YAHAl50EVER UNLESS TE.0657RUClIpN ENCOUNTERED p SIGN AS ED REQUIRE UNPAVED AREAS OF OEDtCAIID RIGHT-CF-WAY.EASEAEITS,ALA KL OnER DISTURBED AREAS OF CONSiRUCT1pN NOT COY4ED BY THE GUtNGES N THE LINES OR GRADES,OR REOIARE RE CONSTRUCTION OF SPEgK WORIK.FOR WFHICH PRONSIBNS ARE NOT MADE N TE PLANS LANDSCAPE PLAN FOR 11E PROJECT. SMM SHALL ALSO BE PROVIDED IN WN WNAXCE VA TE;;NI GENTS a•IFIE PROJECT STORK OAS LIE -... __.__ __O N/A /yy 18 PA0IECTON OF WATER POLLUTION PREVEtITiON PLAN N ORDER TO ESTABLISH A GRA55 COVER ON pSTIRBED AREAS SUBJECTED TD 7YE EROSION OF DE SOIL AR OODTPONNG UIT 11 ® Ti/A i J- Z EDS7IND U7IJTER AS REQUIRED BY`TARE TEXAS UNDERGROUND FAMM DAMAGE PREVENTION AND SAFETY ACT'.TEXAS SURFACE OrE CHI:SYSTEM MUST 8E CONTACTED(80D-243-4545)AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERRATIONS BEING PERFORiNm. IT i$ N6 PALE ® NIA in j THE CONTRACTOR'S RESPOHg%,liy TO.CONTACT TEXAS ONE CALL SYSTEM. CO RECORD B THE PROJECT THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF THE D By THE OE OF ALL MATERIALS AND SYSTEMS N COVERED 8Y THE PROJECT CONTRACT DOCUMENTS-THESE RECORD PRINTS VAIt REVIEWED BY THE DEVELOPER EACH MONTH PIOR TO TE BOLLARD M/A ' THE LOCATION AND DIMENSIONS SHOHA/ON TE PANS RELA71VE TO DOS71NO UNITIES ARE BASED ON T E 8E5T RECORDS AND/OR FIELD PRELIMINARY RENEW OF CONTRACTOR'S REQUEST FOR PAYMENT. F THE DRAWINGS ARE NOT COPMPLE7E.ACCURATE AND UP-TO DATE:THE ey NFORMA710N AVAIABIF AND ARE NOT GUARANTEE BY THE DEVELOPER OR ENGINEER TO BE ACCURATE AS TO LOCATIOM AND DEPTH. iT SHALL DEVELOPER WILL NOT ACCEPT TIE PAYMENT REQl1EST. TE COMPLETED SET WI 'RECORD'DRAWINGS E T U ATE AND 70 THE IEYF.TOPER SQ/OBB4PoK V N/A N/A BI:IFE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS O"ADJACENT AND/OR CONFLICTING UTl1T1ES S1fFiCENRY N ADVANCE OF HIS BEFORE REWESTING FINK PANAEN7 CLEARANCES OmER.1NAT HE MAY NEGOTIATE SUCH LOCAL ADJUSTMENTS AS NECESSARY N TE CONSTRUCTION PROCESS TO PROVIDE ADEQUATE BORE HOLE G; J THE OONTRACTOt SHALL TAKE All NECESSARYPECAUTIDNS N ORDER TO PROTECT AJl EXISTING VTNJTES,SERVICES Alm SIRUC7URE5 A B B R E Y 1 A T i 0 N S M/A ENCOIIl7FRED,WHETHER OR NOT THEY ARE %"'T ON TIE PANS ANY DAMAGE TO UTLIIES RESULII/G FROM THE CONTRACTOR'S AWN ASPHALT pF PIPE WATER OCETY 0T1 CENTER FACN WAY Z OPERATIONS SHAl1 BE RESTORED AT HIS E7IRINSE ib AVgD UNNECESSARY N7ERFERENCES OR DELAYS,TE CONiRAC70iR SHALL COORDWAIE 8C BACK OF CURB G GAS ONE ON CENTER ELECTRIC J F- KL UIIJTY REMOVALS; WLATOMF FROM TH CON INRUCTWN MTi THE APPROPRIATE 00YFRNHNC AUTFWRIlES,7lEN. - MM ABOVE OIEST WRITTEN AU7NOIZA7KKN FRGA THE ENGINE THE DEVELOPER YML NOT BE LIABLE FOR DAMAGES OE TO DELAY AS A RESULT OF iFE B-B BACK TO BACK OF O1RS O GRIEF INLET R PAPAS S.E.. BM BENCHMARK ON 46 ME70 RCS CONCRETE BOX cc 1ARE0.DAMAGE 70 INSTANT FAG9J7ES ALL U1IM71E5,PAVEMENT.SIDEWALKS.WARTS,FENCES ETC.NOT DESIGNATED 10 BE REMOVED BUT THAT SW BOTTOM OF WIMI. HOPE WGN DENSITY POLIEIHTLFAE PPE NRG CURB INLET -STARTING THE DAMAGED DURING OLELY T THE XP NSES SHALL O REPLACED TO A COPmITON AS 0000 AS OR BETTER'MAN THE CONDITIONS PRIOR TO BIN DUKE 7V FIDYA. HIFJIDIMII. IBCP R CONCRETE PIPE STARING THE HYORIK,SOII.Y AT THE EXPENSE OF THE CONTRACTOR 20. FIRE AID WE CFS CUBIC FELT PER SECOND H MAC HOT W ASPH AL71C CONCRETE ROM REINFORCED CONCRETE SAFETY HE GOVERNING ING AUTHON SHALL NOT REMOVE DISABLE OR DISRUPT EXISTING FIRE OR LIFE SAFETY SYSTEMS VIIF10lff CI ORB BEET NOW NOFOO UAL - WRITTEN PERMISSION FROM THE GOVERNING AIfIHiORIIY. PIPE CARP METAL PINE HIP HIGH PONT ROW REINFORCED'TIN 7RFNCH SAFE7ri R SMALL BE THE IESPONSBXJtt OF 1NE CONPRACTOR TO PROVIDE ANO MAIMAN A VtAOE TRENCH SAFETY SYSTEM AT ALL CO AEADUT FIYAl: ANO Ik RIDGE LINE m TIMES OIJRING CONSIRIICTgrN ACTIVITIES.flE CONTRACTOR 6 ERECTED TO BECOME IONAYL.FDGEAAaE AND FAYIWR WITH THE STANOAImS AS SE.T GO CLEANOUT ROW RIDGE LI WAY BY iNE OCCUPATDNAI,'SAfEtI'APm HEALTH AIXINISTRA7pN( ANO THE STATE aF TEXTS LAIN RT RIGHT O CONOTIVEN TRENCHING AND SHORING. THE CONTRACTOR L)L I?ROVbE TRENCLN 5A1:)y SY3IEA PLANS,PREpAREp AND SEVEp Rf A �F O Z PROF'F. dNAI.ENdNEER,LICENSED N TIE STATE O 7EX/S,FOR THE MPLEMEMA7gN OF SAFETY coNTRa.MEASURES.HAFTING TE CL Cammoor CENTER ENE 'S dNG71p1 BO( SF SQUARE FEET j o REQORENENIS OF TIE GOVEMING AURHORITIES 7}M7 PALL BE IN'EFFECT GLIRHHc 1FE FERKD O'COHSIRUCIIpN OF TE PRO,IECf. jr .IOIRf 58 STORM DRNti a DOD DOUBLE CLUE UT p 2L SAFETY TESTRICTONS-WORK NM7H RIGI VWL710E LI/6: 7FHE FOLLOWING PROCEDURES COIL BE FOLLOWED REGARDING TF1E_SUBJECT REM OM OIAWE" 7F LINEAR FEET SQ SQUARE Q ON TIS COMRACT UP LOW PONE / L DIP DUCRE NON POPE SS SA rIARY SEWER BE A A WARNING SIGN MDT LESS THAN FINE INCFIES BY SEVER NCNB PAINTED YELLOW WITH BLAGI(IEftER4 THAT ARE LECIBIE AT 12 FEEf SHALL Cr LEFT C SIMILAR APPARATUS. . WARNING VEFI N ALL H AS CPANES.DEAgICKS.POIYEN SHOVFIS.pRILLNG RIGS.PLE ORNER.HOISTING EQUIPMENT OR DW DOMESTIC MA7FR MH MWIOLE SY SOWE YAD m EL m HIGi VOLTAGE t1NE5.' WARPING SKIN SEAL READ AS FOLLOWS: 'WARNING-UNLAWFUL TO OPERATE TFIS EQUIPMENT W1TMN SIX FEET a EL �� RR/A NOT APPLICABLE m EIN EIECTAI7 MANHOLE T TELEPHONE s &EQUIPMENT THAT MAY BE OPIATE WREN TEN FEET OF NW;Fi VOLTAGE LINES SNMLL HAVE ITN INSILAIWD CAGE TYPE OF GUARD ABOUT THE NO NATURAL fRARD(OISIID) TO 70P OF ORB Q Z 7 BOOM OR ARM.EXCEPT BACKH OES OR DW7ER5.AND INSULITOR tRNILS ON THE LIFT HOOIK CONNEC71ON5. EP EDGE OF PAVEMENT PC PONT OF ORIWtUIE lC 70P OF NYApURp Z IX EXISTING PCC POW OF MLSPOUID CIRNV7RXE C.WHEN NECESSARY TO WORK WTIIN SIX FEET OF HIDE VOLTAGE EIEC7RIC FD FACE OF CURB TLN TEFPIOPE MANHOLE O w O x b s IN AC NOTIFY THE F ALL COMPANY WFD WILL SHALL BE EAT 714ELY P PORT OF INTERSECTION 708 TOP OF HANK AECIHAHACAL BARRIERS,DE-ENERCQE TE LINE OR RASE OR LOWER THE LINE TE WORI(DOE BY THE POWER COMPANY POWER O THE F-F FACE TO FACE O F CURB N O d SIMILE PECORD/LTDF![.TDHH TORN E NO NG DEPARTMENT SHALL MAINTAIN AN ACCURATE LIEU OF ALL SUCH CALLS 10 THE POWER COMPANY AND PM POST NDIGITOR TAVLVY 105 ICE OF SLOPE fFE FWSIED FIDOR ELEVITipI PL PROPERTY LSE 0.THE CONTACTOR 6 FN FIRE FYDRANT iP 70P OF PAVEMENT VOLTAGE LINES AT THE REQUIRED R MAKE WITH THE POWER COMPANY FOR THE TEMPORARY RF1ACAlDH1 OR RAJSRHG OF HIGH R POWER FOIE TW TOP OF WALL SHEET COMRACTORtS SAE cost AND EXPENSE. FM FORCE MAN PRC POWER OF REVERSE gIRWOUE w FIRM TYP TYPICAL E ND PERSON SNAIL WORK WHIN SIX FEET OF A HIGH VOLTAGE LINE WtIFIWT PROTECTION HAVING BEEN TAKEN AS CUTNED N PARACRAFH C. PROP PROPOSED iIGE UDFROROLIID ELECTRIC A FP PT PINT OF v"GETICY FPS FEFOt PER SE00pD Y� YRIRIFIFD M:YAY PRE FL FLOW LIE m POLWIML 0404E PIPE W YAATER C1.1 F:\XH45-OT\N4501Ni$.dry modified by ftW of Feb 13. 20D6-IZ" PVLIT P4010 If W WILIER WLVE N01'46'57"E — 212.00' 10'UTILITY EASEMENT X _ Z �z 'i. —_-- 2 Of F�T BARRIER s'a ALmNc SETBACK CAUTION!! �g T RRSS CONSTRUCTM ,pc' .� -- -- IOCATIID SERVACEA AT!EAST M HOPARTtOd IS IIRS PPo 70 4 2 V.A. - �• L Y i SPT*9- ,C P HOT RESP@ISBIE�FOR 040W V ALL DUTING F� Z°` ► _ YAN VAN DEPICIB,O THE EXACT LOCATIONS OF UTIUTES ON i ! THESE DRAIBNvs UTILITIES IN W PROJECT AREA NOR FOR o 10 1w200 30 40 I W g g 40 POLE SIGN B' s s S y I; 1 W/40'SETBACK (TYP.) I s ( � o • _g N01'46'57W-212.00' 172.00' - 40.00' � F; a'. s s s s s i (TVP1`) 1—i'_ it 1 `T SPA IFS � '� SPA O■. 13. ! � >r • G I9 _ _ I ✓ o 1 -• =#�—, --—— ALL DIMENSIONS SHOWN ARE TO FACE OF i q*Rmw■m o CURB UNLESS OTHERWISE NOTED oT 88442 f p - LANDSCAPE PLAN TI]t LANDSCAPE RANTER LANDSCAPE PLANTER g I' N H$ M GENERAL NOTES-LAYOUT&DIMENSIONAL CONTROL Q i� I _. 17 ° 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET C1.1*GENERAL CONSTRUCTION NOTES.LEGEND AND ABBREVIATIONS'FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT, Q 2. SURVEYINM ALL SURVEYING REQUIRED FOR CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE v/ Z CONTRACTOR. THE DEVELOPER SHALL PROVIDE THE PROPERTY CORNERS AND TWO BENCHMARKS FOR USE AS y Proposed O __ HORIZONTAL AND VERTICAL DATUM. THE CONTRACTOR SHALL EMPUDY A REGISTERED PROFESSIONAL LAND SURVEYOR z Proposed O� � TO PERFORM ALL ADDITIONAL SURVEY,LAYOUT AND MEASUREMENT WORK NECESSARY FOR THE COMPLETION OF THE W i La-Z-Boy N_ O O PROECT. 14,652 S 0- 0 1 PROMOTION OF PROPERTY AND BENRx1L1ARKS THE CONTRACTOR SHALL PROTECT ALL PROPERTY MARKERS CORNER AND BENCHMARKS.AND INHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF___ DISTURBED, SHALL BE PROPERLY REFERENCED AND IF BEING DISTURBED,SHALL BE RESET BY A REGISTERED ' PUBUC FF=537.00 T� u I SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. cc �_ H W —_ A OIOEI7�NAl.CONTROL- ALL PAVING DIMENSIONS AND C(KIRWNAIFS SHOW ARE TO FACE OF CURD WHERE I o y Z APPLICABLE- ALL DIMENSIONS SHOWN AT PI CURB POINTS ARE AT THE INTERSECTION OF THE FACE OF CURB. CURB RAM ALL CURB RADII SHALL BE 2'TO FACE OF CURB UNLESS OTHERWSE NOTED. 6. BHMDRD DRADMONS CONTRACTOR SHALL REFER TO BUILDING PLANS FOR ACTUAL BUILDING DIMENSIONS THE U DIMENSIONS AND CORNERS SHOWN ARE TO FACE OF OUTSIDE WALLS OF BUILDING. n I;I I 24 OT t z N T ,r 3z o x , SPA.•ir W W ;i — -- m ja;wr T) >: H j I i 24.03 - N01i'ar W - - -- p ® v Q N m CC !; low I U W 22.00 I, I IN. ii o Q Z 9' ,Y SIT iq '6 j i it I P , SPA IYm a / j u` 7 is tY I U I '� / V Q I 1 I cc S01'46'57"W — 190.00' o EDGE GM FREE L710E CURB I FTREE41EDGE IftW I ( I N O l a >< I I! FUTURE PARKING 1 I I I I i / S < i 1 o Li SHEET BENCHMARK: BM 91=539.70 SO%CUT FOUND ON WILET S SW SOUTH OF STARS 8 STRIPES WAY ON THE WEST SIDE OF F.M.2499 @ THE SOUTHEAST CORNER OF ■ THE ROOMS TO GO PAAMNG LOT. F:\30445-OI\445OIDiM.d.9..M d by rhgmil at Fab 13. 2OD6- 1:11pm 1'46'57E - 212.00' 10 uTni 539 rA -- ---- - ----------- -5 - ---------- - ------ J.425'BUILDING c S ACK s.as ...3s C37.20 CAUTION H ;8 T36.70 S 1 -- 537 5151EA(1(t-BOG-45-4545 OTHER tiR U1R1TY lqu O e ._ --�� LOCATING SERVICES AT(EAST+a HOURS PRGR TO O I C36.60 C37.20 � - 5 CONSIfIMCTION AC7M11FS BURY k PARTNERS 6 ' GT36.10 T 6.70 iC36.00 NOT RESPONSIBLE FOR KNOWING ALL EXISTING = ` FF 537' I. �, - GT3 .50 _.I... UTILIES It THE PRO.EC7'AREA NOR FOR, S '- -- VAN VAN a0 ! OEFMCTING 1FE EXACT LOCATIONS OF UTIL7E5 OH 0 10 20 30 40 '�- $ i THESE DRAWINGS. a 1 20 a ?. � 11 5.75 _ .45539' 6.35 -� 5.30 ! 5.50 _.�._. 53E o Iy o � =$ F 6.t 5 2 5.00 TC36.7 C 6. 3 4 = 53 f GT36.23 GT 6.23 - . .; .60 TC35 60 I t1 --- o GENERAL NOTES-GRADING *11 s35' 1 GT 6.10 C35.40 0 ' 5: ,V c _ -_-__ f. � v ( 6.50 T�" 6 96 9189 6.50_ _-. - 4.2 1. GENERAL CONSTRUCTION NOtES REFER TO SHEET CIA'GENERAL CONSTRUCTION NOTES,LEGEND AND ABBREVIATIONS*FOR THE GENERAL A SFETNOO . - ..' CONSTRUCTION NOTES FOR THE PROJECT Y O I J,' I 88442 f I A UNDISTURBED AREAS`. PRIOR TO GRADING.BRUSH REMOVAL,OR SITE CONSTRUCTION.THE CONTRACTOR SHALL MEET WITH THE DEVELOPER AND/OR N O _ Z ,®V-7.%AL a i, N 99a 6�- T 5 73 .- ENGINEER AT THE SIZE i0 ASCERTAIN THE AREAS OF THE PRO ECT SITE THAT ARE TO BE PROTECTED AND PRESERVED, REFER TO THE'GENERAL TREE: �� M q _. ..__. - 536' _ .. ... _ .. .._.. - 3 .- s a ..... .. PROTECTION NOTES'FOR ALL CONSTRUCTION IN THE VICINITY OF EXISTING TREES. z yy /3 oG - 534'i 3- TESIM ALL EARTHWORK OPERATIONS SHALL BE OBSERVED AND TESTED ON A CONTINUING BASIS BY THE GEOTECHNICAL ENGINEER FOR ANCE WITH THE REQUIREMENTS SET FORTH,�---_ .......'. CONFORM IN THE GEOTECHNICAL STUDY PREPARED BY PROJECT N0. DATED 535' - I : WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS, 0 46 STRIPPING AND DEBRIS REMOVAL' THE PAD SITES.AREAS Ii ARE TO RECEIVE FILL MATERIAL SHALL BE M' •'� _ __._ - _ _ STRIPPED OF 4EGUA TREES.ROOTS,STUMPSINDEBRIS-AND OTHER TORGANIC MATERIBE PAVED,AL THE DEPTH OFALL AREASASTRIPPING IS ESTIMATED TO BE ON THE ORDER I' co ✓ _ _.._... __........_.... .. . .:_ .__...._ _ . L - OF SIX(6)INCHES IN ORDER TO REMOVE THE SURFACE SQL CONTAINING ORGANIC MATERIAL THE ACTUAL STRIPPING DEPTH SHALL BE BASED ON FIELD" i; 60 4` . .. .. OBSERVATIONS. STRIPPED TOPSOIL SHALL BE STOCKPILED IN A LOCATION ON-SITE APPROVED BY THE DEVELOPER. ALL TREES,INCLUDING STUMPS AND r 53 _ n q ROOT SYSTEMS VEGETATION,DEBRIS AND OTHER OBJECTIONABLE MATER1Al SHALL BE REMOVED AND DISPOSED OFF-SITE. THE CONTRACTOR SHALL COMPLYL :0 WITH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A DISPOSAL SITE ALL COSTS ASSOCIATED WITH DISPOSAL OF Proposed I _ _ MATERIAL SHALL BE INCLUDED IN THE CONTRACT AMOUNT. La-Z-Boy & BURtIM BURNING SHALL NOT BE PERMITTED ON THE PROJECT SITE UNLESS APPROVED IN WRITING BY THE GOVERNING AUTHORITIES AND THE a 14,652 Sf 5.7 DEVELOPER. ®� C36.9 I & PROOF ROLLINQ UPON COMPLETION OF STRIPPING OPERATIONS AND PRIOR TO PLACEMENT OF ANY FILL MATERIAL$THE STRIPPED AREAS SHOULD BE / I I 6.96 FF=537.00 36• OBSERVED TO DETERMINE F ADDITIONAL EXCAVATION IS REQUIRED TO REMOVE WEAK OR OTHERWISE OBJECTIONABLE MATERIALS THAT WOULD ADVERSELY 'j 533 _ - AFFECT THE FILL PLACEMENT. THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT, SOFT OR �' h I YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. PROOF ROLLING SHOULD BE PERFORMED USING A HEAVY 6.96 _ TC36 2 i PNEUMATIC TIRE ROLLER LOADED DIAMP TRUCK,OR SIMILAR PIECE OF EQUIPMENT WEGMNG 25 TONS THE PROOF ROLLING OPERATIONS SHaXO BE •. I I� : -.. TC35.75 O- OBSERVED BY THE OE07ECHMCAL ENGINEER OR HIS REPRESENTATIVE �y - 7. UNSTABLE MATERIAL: WHEN CLAY OR OTHER UNSTABLE MATERIAL IS PRESENT IN AREAS OF PROPOSED BUILDING a:DING PADS OR PAVED AREAS.T I GEOTECHNICAL ENGINEER SHALL OBSERVE THE:STABILITY OF ANY EXISTING CLAY OR WEATHERED MATERIAL.THAT IS PRESENT IN THE SUBBASE,AND SHALL (/S DETERMINE WHETHER ADDITIONAL EXCAVATION OF THESE MATERIALS WILL BE REQUIRED. F THIS MATERIAL IS DEEMED SUITABLE FOR SUBBASE MATERIAL. v ( 532' ! i it .. _ -- THE SOBCRADE SHALL BE SCARIFIED 70 A DEPTH OF SIX(6).INCHM ITS MOISTURE CONTENT ADJUSTED AS RECOMMENDEDBY THE GEOTECHNICAL ENGINEER, I TC36.50 \ a AND THEN RE-COMPACTED TO ONE HUNDRED(100)PERCENT OF THE OPTIMUM DENSITY DETERMINED BY THE STANDARD PROCTOR JEST ASTM 0-696 I GT36.00 PRIOR TO PLACEMENT OF FILL MATERIALS _ r & CONTROLLED FILL: ALL SOILS USED FOR CONTROLLED FILL SHOULD BE FREE OF ROOTS VEGETATION.AND OTHER DELETERIOUS OR UNDESIRABLE MATTER. ROCKS LESS THAN 4 INCHES IN LARGEST DMENSICN WITHIN 15'OF PROPOSED SUBGRADE ELEVATION.LESS THAN 6 INCHES IN SIZE FROM IS"TO 6. !� 36"OF PROPOSED SUBGRADE ELEVATION.LESS THAN 12 INCHES IN SIZE FROM 36'TO 72"OF PROPOSED SUBGRADE ELEVATION.AND LESS THAN 18 INCHES I 2.90 3.62 TC34.82 5.00 IN LARGEST DIMENSION FOR FILLS IN EXCESS OF 72'FROA SUBGRADE ELEVATION,WILL BE ALLOWED AS ACCEPTABLE FIT.MATERIAL ROCK FILLS SHOULD GT 432 j ... BE SUPPLEWENTEO WITH A SUFFICIENT AMOUNT OF FINE MATERIAL TO PREVENT VOIDS. SONS IMPORTED FROM OFF-SITE FOR USE AS FILL-SHOULD BE APPROVED BY THE CE07ECFNCAL ENGNEER. THE FILL MATERIAL SHOULD BE PLACED IN LEVEL,UNIFORM LIFTS WITH EACH LIFT COMPACTED TO THE MINIMUM DRY DENSITY WITHIN THE COMPACTION SOIL MOISTURE RANGES RECOMMENDED. THE LOOSE LIFT THICKNESS SHOULD NOT EXCEED 10 INCHES EACH LAYER SHOULD BE PROPERLY PLACED.MD(ED.SPREAD.AND COMPACTED TO BETWEEN 95 AND tOO PERCENT OF STANDARD PROCTOR DENSITY AS TC32 7, ( 2 DETERMINED BY ASTM 0 69& X J--- �! 27 � � � I � - .-.. 9. PROPOSED GtADFS, THE PROP06ED COGiTNT0UR5 INDICATED ON THE GRADING PLAN ARE FINISHED GRADES AND ARE SHOWN AT ONE-FOOT INTERVALS � W 1 I'II1 I SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVEMENT,UNLESS NOTED OTHERWISE m Z i I 11• - . IM MASS GRADE E EVATION& THE CONTRACTOR SHALL BE RESPONSIBLE FOR MASS WADING OF THE STE TO THE FOLLOWING ELEVATIONS: TC32.45 \ GT31 95 TGT3�4. I _..... -. - ',I : _'BELOW FINISHED GRADE WITHIN THE BUILDING PAD AREAS. - ® i W >- . . - .. CL BELOW FINISHED GRADE FOR ALL HEAVY DUTY PAVEMENT AREAS U 4 L BELOW FINISHED GRADE FOR STANDARD DUTY PAVEMENT AREAS ® �fy i i TC31.9 �uA TC34.18 TC33:98 TC33.64 `Y- 2. t� - 4'BELOW FINISHED GRADE FOR ALL SIDEWALK PAVEMENT AREAS, m (,m GT31.45 to GT33.68 I 33.48 (iT33.1 _ 2. 6'BELOW FINISHED GRADE FOR ALL LANDSCAPE AREAS, p' J III / A TOLERANCE OF+/-0.10 FEET OF TIE FINISHED GRADE WILL BE ALLOWED FOR ALL AREAS UNDER PROPOSED BUILDING PADS AND UNDER PROPOSED F y O ( I GT34 /C PAVEMENT. ALL LANDSCAPE AREAS ARE TO BE GRADED WITHIN+/-0.30 FEET OF THE FINISHED GRADE. Lt TC3t,65 ' it. BINDING ENTRANCE GRADES REFER TO THE BUILDING PLANS FOR DETAILED SPOT GRADING AT THE BUILDING ENTRANCE AREAS. THE CONTRACTOR v 2.5 I 2 01`46'57e SHALL COMPLY WIN ALL ADA AND TEXAS ACCESSIBILITY STANDARDS FOR REOUIR(11EN73 REGARDING MAXIMUM SLOPES FOR HANDICAP PARIONG-AREAS N O 533 --RI. -- 22.00 $ SIDEWALKS ACCESS RAMPS AND ACCESSIBLE ROUTES I_ 12. LANDSCAPE AREAS: ALL LANDSCAPE AREAS ANO OTHER DISTURBED AREAS WITHIN THE LIMITS OF THE PROPERTY NOT DESIGNATED TO BE PAVED O TC31.90 M i SHALL RECEIVE SIX(6)INCHES OF TOPSKXL REFER TO THE EROSION AND SEDIMENT CONTROL PLANS AND/OR LANDSCAPE PLANS FOR LIMITS OF TOPSOIL J Q G 1:30 7C32.85 , i PLACEMENT. it I 53y GT3 CC 7 I DOI& EARTHWORK a/ANTIIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING THE EARTHWORK QUANTITIES BASED ON THE EXISTING AND v PROPOSED CONTaM SHOWN ON THESE PLAN& ALL EARTWM SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION AND BID ON A LUMP SUM BASS UNLESS NOTED OTHERWISE. 55 S01'46 "W- 190.00' o 1 a I N _ .00 1 i ( c In I p i j.fn a O U SHEET BENCHMARK SM#1=539.70 BOXCUT FOUND ON ILLET 2 SRO'SOUTH OF STARS b STRIPES WAY ON THE WEST SIDE OF F.M.2499 @ THE SOUTHEAST CORNER OF C3.1■ TME'ROOMS TO GO PARKING LOT F:\30445-01\445OIGRPAd q modified by rh-1 OIL Feb 13. 2006 1:33pm - lb y 212.00' 10'UTw 539 -- Vj= --- - -----F 1 sao 2 CAUTION 11 5•BUILDING SLACK 537 CONTRACTOR IS To CONTACT TEXAS OE-CALL o— — — ( 'A � � T LEAST4tl° P NOURsRIOR ro (� - 1 5 CAN57 —SIR TIES BI1RY&PARTNERS 6 I C 1 �B NOT ONSIB E FOR KNOWING ALL DOSING MIC � UTILITIES T PMEC NOR T AREA FOR 1 VAN M y I!! DEPICING,THE EXACT LOCATIONS OF uixniEs ON 0 10 20 30 40 1 P i ' VAN I �C I I THESE DRAWINGS. _ i`=20' , �+ u . .'' erg5i L 539' \ / I -- 53E I; 1 S ro 53 '_ s3s• - _ F as 5'sb yy LEGEND \ 1 � PR07EMM- SILT EDGE RK� A 88442 ;I Q• `\ _ o STABILIZED CONSTRUCTION AL 536• __..--- ENTRANCE ii 53C - FINISHED SLOPE J • • — 535' GENERAL NOTES-EROSION CONTROL cc CO 1 ✓ __ _ - 53K {" M 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET C1.1'GENERAL CONSTRUCTION NOTES LEGEND Z aj N -_` AND ABBREVIATIONS"FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. ®y ®. Propposed I� 2. SWP3 COMPL1AN1� THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH THE CONDIRONS OF z U La-Z-Boy THE STORM WATER POLLUTION PWXNTION PLAN(SWP3)WHILE CONDUCTING HIS ACTIVITIES ON INS �,1 t f s��tt�� I�__.___ PROJECT. M'ADDITION TO CONSTRUCTING THOSE 17EMS INDICATED ON THE PLAN SHEETS,COMPLIANCE ®l Z r .w 4,652$ 3` WITH THE SWP3 INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES(MTIFIED IN THE Z f IL L_71 TS ARE.PROVIOED FOR THE n SOLE BENEFIT OF.THE DURIN PROJECT CONTR CONSTRUCTION.AS A PLANNINGSWP3 PLANS AND TOOL.FOR COMP LYING NAG WTH THE ENVIRONMENTAL - Q ®-� d I f F=53�.00 - _ 1REGULATIONS OF THIS REHENSI THE CONTRACTOR IS S HEREIN P PROVIDE,EJO'AND.'SVEMIR AND - _-n . _ .. __ "�• _- � MONITOR A fII.L COMPREHENSIVE SWP3 OEYONO YMAT IS HEREIN PROVIDm. - _ A 9dP NSTALLAIKXY. PRIOR 1D COMMENCING GRADING OPERATIONS;THE CONTRACTOR SHALL ® r INSTALL ALL SWAN P3 MEASURES AND DEVICES AS INDICATED ON THE EROSION&SEDIMENT CONTROL PL . All SWP3 MEASURESAND DEVICES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND W M m �J DETAILS SHOWN IN THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS CONSTRUCTION"BEST W W I 532. MANAGEMENT PRACTICES'(BMP)MANUAL.-OR AS MODIFIED BY r IE CONTRACT DOCUMENTS- EN c \ 4. CLEANING REPAIR AND MANTDIAFCE: THE CONTRACTOR SHALL REFER TO THE SWP3 FOR i®C. SEQUENCING OF CONSTRUCTION,INSTALLATION OF NEW EROSION CONTROL DEVICES AND CLEANING,REPAIR AND N I II "MT MAINTENANCE DEVICES TO Rf EROSION CONTROL DEVICES. THE AND CONTRACTOR SHALES W RELOCATE AND/OR - 7. LOCATIONS FOR CONSTRUCTION TRAILER AREAS,STORAGE AREAS.FUELING AREAS,TOIET%TRASH RECEPTACLES AND WASHOUT AREAS. ANY ACCIDENTAL RELEASE OF SEDIMENT OR POLLUTANTS FROM THE SITE SHALL BE CLEANED BY THE CONTRACTOR. 1 - - S 517E DNTRY/00T LOCATOM SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED BY THE \\, CONTRACTOR IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPITED.DROPPED.WASHED OR TRACKED ONTO PUBLIC ROADWAYS MUSTBE Q ENTRANCEETTO"A PUBLICPU ROADWAY.WASHING SiA�II BEDONE ONCLES�AN�AARREAA STABILIRED TO ZED WITH CRUSHED SEDIMENT STOW Ld x WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRUCKING ONTO PUBLIC W ROADS SHALL BE PAID BY THE CONTRACTOR. Z '•, .-_._ .j.� .. p ..-._._ & PROIEOIWl1 OF M14CDIT PROPERTY. CONTRACTOR-SHALL ASSUME FULL LIABILITY FOR DAMAGE `3 hq TO ADJACENT PROPERTIES AND/OR PUBLIC RIGHT-OF-WAY RESULTING FROM FAILURE TO FULLY �/ W THE PLANSAND SWP3, ALL EROSION CONTROL METHODS AND PROCEDURES SHOWN AND NOTED IN > •aU` j L M 7. RE-VEGETA7101t AT THE COMPLETION OF PAYING AND FINAL GRADNO OPERATIONS.ALL q®Py ® Q r I I tPW W I b DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WATT THE LANDSCAPE ARCHITECTS'PLANS IN AREAS NOT COVERED BY LANDSCAPE PLAN.THE CONTRACTOR SHALL PROVIDE HYDROMULCH + �ry ®7 SEEDING ANO/OR SODDING FOR ALL DISTURBED AREAS(NOT DESIGNATED TO BE PAVED)IN N � V ® _ ACCORDANCE WITH ALL GOVERNING AUTHORITIES'SPECIFICATIONS N P g & EIMP REMOVAL' THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL I ,) AND 531' ,�..\ I i y INLET PROTECliON AFTE2 VEGETATIONH BEEN CDI4PLE7FA AND ALL AREAS SEDIMENT THE SIIEHA4E BEEN ® v STABILIZED AND ACCEPTED BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. _j _RL- S01-46 "W — 190.6-0 c M051INSF TO o a; SHEET BENCHMARK: BM#1=639.70 SOXCUT FOUND ON INLET t 599'SOUTH OF STARS R STRIPES WAY ON THE WEST SIDE OF F.M.2499®THE SOUTHEAST CORNER OF ■ THE ROOMS TO GO PARIONG LOT. F:\30445-01\44501EST.dwg modified by moral of Feb 13. 2006-1:32pm GRAPEVINE MILLS MILLS PARKWAY (FM 2499) _ `� R,,, � •}.r e p .w CAUTION!! g 11 45-4345iF)AT OR s Po a W. TO NOT RESPONSIBIEACWFOR KKNOWC ALL DUS791C IS -Z� �9 PRO=/FCT AREA NOR FOR F�7 19=ILocalaoNs aF tninIEs ON 0 20 40 60 80 A ', g THESE DRAWNOS. i`>m40 oil 1 a A LEGEND EE 111 1 Lf Al DRAINAGE AREA DE9CNAIM + «! \` 1 1.00 ORAW.GE AREA(ACRES) i* 5NE]aF00 *A �< - - — — —� ------------- 800 01ao +, 8644 l 1` T --------------------------------------------- ?Ra cx� DRA9IACE AREA eOLWARY-1 Itfg�/GNAT I DIREC710N OF KM b i. .. ... I I t yr I ( I f I I J I I z DRAINAGE AREA CALOMAMOIS DRAMACE AREA TC— - 1 I I AREA ACRES MRI) C T. (IN ) CFS) n. --- �.—_. — ----- - a I i _ I I A au 10 a90 n.4o s44 r I II •----' ' I "* ��* � B 0.92 10 a90 11.40 aa>I c 0.35 10 0.90 11.40 3.59 I �.. W o 0.02 10 0.90 11.40 a21 -- .., - ( i \✓ / .___ _ _ -,w -- i E 0.14 10 0.90 11.40 1.44 F 0.20 10 OAo 11.40 zos _ P, -- — — i L� uj FUTUR i I ' RE 7TAUR H 0.14 70 Q90 11.40 1.44 ! C -- --- - 0.35 2.05 0.20 V i I w x i l- I I I ii I T— m 17, UT ' .a— � i I J I E i I ; N m �} Q . L n i C 1 { 1 — — — ' NFU I t Q 0.75 / 7.70 H Z FUTURE RETAIL 22.725 sl 9.1.. m I - I I g a o --"'--_ --_1-- _ L7 1 i iG I i ! i _ 1 i I I - a W, _—__ W T gy` t � _ pp Qp SHEET BENCHMARK: BM#1=539.70 BOXCUT FOUND ON INLETS SM'SOUTH OF STARS 4 STRIPES WAY ON THE WEST SOE OF F.M.2499 6 THE SOUTHEAST CORNER OF C4.1 THE ROOMS TO GO PARKING LOT. R\30445-01\445010AM.dw9 modified by rhomil of Feb 13. 2006-1:30pm - - - - � p I 10•UTILITY EASEMENT O z 25'BUILDING SETBACK CAUTION R j 8 j ' CONTRADTpt IS PD DONTACT tExAs ONE-CALL O 9 1 j = WP 1C�N ilC1M{1TIES• BIAs`!�&PARi1 S ISM pcdWT ' UTmJtRs PR�aIEC�T AREA A FOR G mRPlemwl--1 + a�` TF DEPICIING THE 145•�LOCATIONS OF UTILITIES ON U 10 1•s20� 30 40 =HE g 1 z 1 - GENERAL NOTES-STORM DRAIN *tl +A ! I � 1. DERMAL,COfSYRUC110N N07M REFER TO SHEET CIA'GENERAL CONSTRUCTION NOTES,LEGEND AND / 8g¢4� Y I INj ABBREVIATIONS'FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. Li i 2 PROTECTION OF UTKI7[S THE CONTRACTOR SNALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND I Lm��%aGN a / PROTECTION OF ALL UTILITY POLES.FENCES,TREES,SHRUBS,CAS MAINS,TELEPHONE CABLES ELECTRIC CABLES: g 1 DRAINAGE PIPES,UTILITY SERVICES.AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND. z f 0/, h - 3. PUBLIC STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE DRAWINGS.ALL PIPE FOR PUBLIC STORM DRAW - I IMPROVEMENTS SHALL BE REINFORCED CONCRETE PIPE(RCP).CLASS HI. F 4, PRIVATE STOW DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE DRAYANCS ALL PIPE FOR PRIVATE STORM DRAIN - IMPROVEMENTS SHAH BE AS FOLLOWS: ®l j gg 3 GREATER THAN 36': REINPoRCED CONCRETE PIPE(RCP).CLASS HI IS-THROUGH 36': REINFORCED CONCRETE PIPE(RCPZ CLASS M OR IL f � Proposed HIGH DENSITY POLYETHYLENE PIPE(HOPE).N-12 Lpp 4'THROUGH Ir.- POLYVINYL CHLORIDE PIPE(PVC).SCR-35,OR y a-Z-Boy HIGH DENSITY POLYETHYLENE PIPE(HOPE).N-12 1 f 14,652 s -- - s RCP JOINT SEALANT: REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED Q EQUAL FF=537.00 a (ROU7INC: ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT CONNECTIONS. R / 7. CONCREM COLLARS CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL p� JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER id. ..-.It._.-__4-4.,_j.�__ I 6. ROOF BRAINS THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ROOF DRAIN LATERALS WITH BUILDING MANS FOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE(5)FEET FROM BUILDING I _ AT 12'BELOW FLASH GRADE FOR CONNECTION OF DOWNSPOUTS. co F j, f 9. ADJUSTMENT OF STRUCTURES, ALL STORM DRAIN STRUCTURES INCLUDING MANHOLES,INLETS AND CLEANOUTS MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO,AND AFTER,PLACEMENT OF PAVING - iT I ;I AND GRASSING. 53260 12'M ON k6=-- a I FL 1r S31.AD - Opq-o.21 CFSSTA_ iI w d _'C­r - 1 • -- __.._ _E•SS -- _-- --• 691 WIVE CONNECTION V, 1-1 - 12'SDm t Y W`Q 1 I . 1 FL 9r 526.85 I I j u I� 6'S > 0 OL - m �Z CONSTRUCT IF_ i iI I 11 II Ni'-11 a11•C T cFs CURB IAET �,}.,,� � i __ I; (i ( i "•A• A ... "52M -ON.2/0X 1r tr wo2.05 CFS oz5 Y d ( N^ V STX tTH4TT.o0-•a'P.C. Q"'j '-- Z i 1;I gals �cr,��`1 �t8�`'w" (w(yJillp i i I ' " D-. FIL 18'S2T.40PC 2521� I nEc2pIN..{{/gB'spp�o�'PwE • �3.L �"� 'la= iI 1.S 526.60 -ZYSD ON 1.SOA -••-i6•SD ONiumII PLUG IF w - • e _ - - K A. FL 16'S27.66 .. I L„ i-24'Y21 WINE C@IIECRON O IFsm1 1 STORM SEWER CENTERLINE CURVE DAPIPE TA o _ CURVE DELTA RADIUS TANGENT LENGTH CHORD CHORD BEARING pt-cn2tuxle•witCOPMEC710N FBLEtiN t_I$PIPE - _ FL 21,"iS28.G1 FL lt6'527.20 CVA 24•21W 60,00 1T.M 34.00 331 N79'36WE ■1 O FL 16'627v02�._-. CV.2 21`0Y47' 80.00 19.86 28.39 2922 S0B•d126'E Ix N=/) If 17 CV.3 7B'12'36' 60.00 12.62 26.42 26.32 N79'06'4SW I m z 520 + I i J SHEET BENCHMARK: SM#1=539.70 SOXCUT FOUND ON INLET 3 500'SOUTH OF STARS d STRIPES WAY ON THE WEST SIDE OF F M.V99 @ THE SOUTHEAST CORNER OF C4.2 THE ROOMS i0 GO PARKING LOT. F:\30445-01\44501STM.d.9 modifi am ed by rhl at Feb 13, 2006- 1:35pm - - - - - - - G — — — N01.45'57"E - 212.00' — — !f 10'UTILITY EASEMENT g � M $ 25'BUaDINc sETeACK I Q�I CAUTION!! S - -it CONTRACTOR a TD CONTACT TEXAS oF�-cALL �-- stsmW��-poo-z4s-4s45)aR onme v>Km i —IN9TAi NOT RESPONSIBLE PEXtSi1�NG TO _ a 11 UTILITIES IN THE PRO.ECT AREA NOR FOR � �1_, �' a ---- I I 004MM THE EXACT LOCA704S OF UnU11ES ON 0 10 20 30 40 i " k'8 1-w VALVE THESE DRAWINGS. _ S i 1-r PLUG I� g py =3ea e. N I arw e'w GENERAL NOTES- UTILITIES \ G 1 INSTALL- �i 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET CIA'GENERAL CONSTRUCTION NOTES,LEGEND AND 2-5.45•S 21' ABBRENAnONS"FOR THE GENERAL CONSTRUCTION NOTES-FOR THE PROJECT. \ \� j 2. NSPEC110H AND TES7M THE CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE 1 I 10/ W C I '— �,— q APPROPRIATE GOVERNING AUTHORITIES PRIOR TO BACKFIRING TRENCHES FOR ALL UTILITIES. j i Y`i it F (•� 3. TRENCH COMPACTM THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TO A MINIMUM OF Asm-loc,BMW ff !� 1 ii 95%STANDARD PROCTOR IN AREAS OF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT 114E i4 88442 s Y O I i BUILDING FOOTINGS FOR UTILITY SERVICE ENTRIES TRENCHES WHICH LIE OUTSIDE THESE AREAS SHALL BE COMPACTED E1s O TO A MINIMUM OF 90%STANDARD PROCTOR L C ■ k f N 7 A CONFLIOM THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID \ ��f7 18' CON IS AND TO ASSURE PROPER DEPTHS ARE ACHIEVID- IN THE EVENT OF A CONFECT BETWEEN WATER LINESAND STORM DRAIN OR !I I SUCH OWNWARDS IN A MANNER SO TFIITHE PITARY PE MANUFACNRERSRECOMMEND PIPING.THE CONTRACTOR A71aN5 ON 1FfE PIPE ALL ADJUST THE WADEFLECTtONTER UNE DAND JOINT STRESS 3 ARE NOT EXCEEDED. (: M CO NEC11ON TO EXISTING UIXnIM THE CONTRACTOR SHALL VERIFY THE SIZE,TYPE,ELEVATION.CONFIGURATION, AND ANGULATION OF E)OSTING WATER,SANITARY SEWER AND UTILITY LINES PRIOR TO CONSTRUCTION OF TIE-N ;I MATERIALS THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES DAMAGED BY HIS j ACTIVITIES. o ( n Z RE DOMESMC AND IRRIGATION METERS FROM THE GOVERNING AUTHORITY. THE ME7M THE CCONTR CONTRACTOR SHALL BE RONTRACTOR SHALL AESPONSDLE FOR HAVING METERS INSTALLED IN BOXES AND I' cbMlECf TO Exlsr. Proposed I CONNECTING PUBLIC TO PRIVATE WATER LINES 11"wATEAIIE E7. N, TAU. _ La-Z-Bo 7, PPE COVER TOP OF All WATER LINES SHALL BE INSTALLED WIN A MINIMUM COVER OF 4 FEET. 1-5•Tf5•TEE 14,652 sf i-W VALVE O & HORIZONTAL BLOCKINR HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY,HOWEVER. C4L BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE V47H THE GOVERNING AUTHORITIES'STANDARD DETAILS'- ,'; , 1 Y RR E:ErER W/ FF=537.00 `� BACKIFLOWPRE�TlTE7t I S. TIWUST BLOCKM THRUST BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE YAM THE COVMN94G „{V AUTHORITIES'STANDARD DETAILS DO NOT COVER'BE]I OR FLANGES T47H CMOREIE, THE CONTRACTOR SHALL ' ! W k Y M {{{��� REMOVE E70STING THRUST BLOCKING OR RESTRAINTS WHERE NECESSARY TO ALLOW THE WORK TO PROCEED,AND SHALL `✓ REPLACE THE THRUST BLOCKS WHERE REQUIRED. THE COST TO REMOVE,REPLACE OR PROVIDE THRUST BLOCKING F SHALL BE INCLUDED IN THE CONTRACT AMOUNT_ 00 % 10. ADDITIONAL BElDS 714E CONTRACTOR SHALL SUPPLY AND INSTALL ANY ADDITIONAL BENDS 1W7F1 THRUST BLACKING AND OTHER APPURTENANCES REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALSTHE CONTRACTOR . MATCH THE ANGLE AY PULL MOF THE BEND PROVIDED THE PIPE DEFLEPIPE AS NEEDED AT THE CTION ISS WITHIN TOLERABLE MANUFACTURERS LI THE DEFLECTION ANGLE OF THE PIPE MITS. NOT COST FOR ADDITIONAL BENDS AND BLOCKING SHALL BE INCLUDED N THE CONTRACT ANOINT. + I I 1-EWE DFTAR7YENT IT- POLYETHYLENE WRAP; ALL VALVES.DUCTILE IRON AND CAST NON PPE FITTINGS AND SPECIALS SHALL 8E CONNECTION') POLYETHYLENE WRAPPED. VAULTS AND HYDRANTS 10 FINALCTOR IS GRADE. 1114E COST MALL BE INCLUDED IN ONSIBLE FOR ADJUSTING ALL MANHOLES,CLEANdTVALVLS BOXES, �1 iTHE COP47RACT c i 5Z5.1: 6_SS LATERAL. cn 1APpROVED. TH SHALL ALL VA VES AND 07HER b IN THE CONTRACTANCES ON AMOUNT.ALL FIRE PROTECTION LINES SHALL BE UL/FM WYEI T 14, HIRE PROTECTION WORK; ALL FIRE PROTECTION WORK MUST BE PERMITTED AND APPROVED BY THE GOVERNING px 19 INSTALL 54 LF OF■• 4 AUTHORITIES FINE DEPARTMENT_ THE CONTRACTOR SHALL CONDUCT ALL REQUIRED PRESSURE TESTS ON THE FIE �TP\ z W A I ( PROTECTION LINES TO THE SATISFACTION OF THE FIRE MARSHALL FOR THE GOVERNING AUTHORITY AS WELL AS THE W •1.04X MINIMUM DEVELOPERS'INSURANCE CARRIERGRADE 107H OLEAMOUTS PER PLIpABINC CODE - 7 I& SANTARY SEWER PPE: ALL SEWER PIPE SHALL BE SDR-35,IN ACCORDANCE VAIN ASTM SPECFXA71ONS La D-3034 FOR 4•THROUGH 15%AND ASTM F-879 FOR IS-THROUGH 2T. '.. !'•! � �" INSTALL�,E OF 8. 1EL WATER PPE ALL WATER MANS 4 INCH THROUGH 12 INCH SHALL BE C-900(SDR-14 WATER MAINS 14 ® V SL MINIMUM .04% NCH nHRDLKII ss NCH SHALL BE c-9os{sroR-1e). m O �•Z•y•y i - I WITH GLEANOI7S PER PLi1MBING CODE _ I N W ® U 01to '4s's7" if SS LAT �! ( r szs7e DLrr) °D STA.0+00,DD- A U I a•523 98 — — — --- REMOVE EX A LENNOOUT a TO r SSSERVICIE --- -- --- - --- S01.46'57"W - 190.00' m a, 4r SS it �NSTnx 00'sTa AWN u 4 u=i A n oo - } TOP FL FL K 62205(IN m SHEET BENCHMARK: SM#1=539.70 SOXCUT FOUND ON INLET:SW SOUTH OF STARS E STRIPES WAV ON THE WEST SIDE OF F.M.249941 THE SOUTHEAST CORNER OF C5.1 F:\30445-01\44507UTL.dwg modified by.homil at Feb 13, 2006—1:36pm - - - - ---- ` - - N01.46'57"E - 21ZW ia'UTILITY EASEMENT --- - -- ---- ------- - ------------------ ------- e ------ CAUTION!! q, --. \ 25'BUILDING SETBACK a,c CONRwtlpe P E w CONTRACTOR IS TO CONTACT TEXAS ONE-CALL W j g =e W at I/HDSVPE wO,Nup�e. :.) � -- __ '_ -.�_t..� SYJTEA 1-600-245-4545 OR i 4- ,tea wW.oraa.. m LOCATING`BO NCES AY LEA H PRIOR TO O 6 �yI NOT RESPONSIBLE LE FOR KNOWING BANG A EXISTING R sI-cNTDu PAVE6IF T-T- ! -1 0.1 --.fWnO�U,.!�E,PAVEME``I11T-- I FUTURE pax J 7 UTILITIES IN THE REA OF U•�� a z.9 e` """L-.,-T -- -- PAVEMENT N - -a 0 10 30 40 i 20 THESE DRA,M■14.5. 20 -f � r „��, ��� �` �-,. ., .�,• -� ,,� � GENERAL NOTES-PAVING h a `I 0.1�INTEGRAL CURB DETAIL /. CEERAL CONSTRUCTION NOTES REFER TO SHEET CIA'GENERAL CONSTRUCTION NOTES,LEGEND AND ABBREVIATIONS"FOR THE APT ,•. ' F GENERAL CONSTRUOMON NOTES FOR THE PROJECT. � \yq � iwwAss 2. PROTf:CT10R1 OF COSTING MPROVEMFNIS` THE CONTRACTOR SHALL TAKE CARE MOT TO DISTURB EXISTING UTILITIES,BUILDING WTIY PAVEME - _ 6'�IGHT W7M PAVEME T i - a aaO�exAVNr FOUNDATION OR OTHER SITE STRUCTURES DURING PAVEMENT OPERATIONS. 1 r \VI 3- -SUBGRADE PREPAFAlft PREPARATION OF SUBGRADE UNDER PAVED AREAS SHALL BE PERFORMED IN ACCORDANCE WITH THE o I+ E - •rs """ _ _ _ 9 GOVERNING AUTHORITIES•SPEgFlCAT10N5 OR THE GEOTECHNICAI T. THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. „.... i� '.,;,.,..,....;i;.-:, r .,..;..'•-..}e'.... ,:� T.`H OpML SOOanA + M 0cW •/�y� REPORT. ' #I/ %�•~ � _ I f a+e./rsa,Eos PREPARATION OF THE SUBGRADE FOR PAVING WITHIN RIGHT-OF-WAY,ACCESS EASEMENTS AND/OR FIRE LANES SHALL NOT BE I 0 �� }� . ', .: NOTATED UNTIL ALL TESTING OF UNDERGROUND UTRITIES HAS BEEN COMPLETED AND VERIFIED TO MEET THE OOVERNING AUTHOITES' 88442 SPECIFICATIONS AND AUIHOPoZATION TO PROCEED HAS BEEN RECEIVED FROM THE INSPECTOR. O _ pp O ,tt F?�..,- PAVEMENT SUBGRADE SHALL NOT BE ALLOWED TD RETAIN WATER. WET MATERIAL SHALL BE REMOVED TO DRY,SOUND MATERIAL AND Y 9 H �) L APPROPRIATE DENSITY ACHIEVED PRIOR TO PAVING OPERATIONS z I3 J 0. C PROOF-ROLL SUBGRADE: THE SUBGRADE SHALL BE PROOF-ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR 2 INTEGRAL CURB DETAIL PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKRLLED AND RE-COMPACTED IN CONFORMANCE WITH THE SIDEWALK GEOTECHMCAL REPORT. 5> HYDRATED UME HYDRATED LIME(IF REQUIRED)SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 260.LIME TREATMENT USED I AS SUBCRADE UME SHALL BE APPLIED AT THE RATE OF 6X BY WEIGHT,THOROUGHLY MIXED AND BLENDED NTH THE TOP 6.OF "! LL SUBGRADE AND UNIFORMLY COMPACTED TO A MINIMUM OF 100 PERCENT OF STANDARD PROCTOR(ASTM D698)DETERMINED BY THAT .-.0000 i4 ! ( TEST..UME STABILIZATION SHALL EXTEND ONE(1)FOOT OUTSIDE THE LIMITS OF THE PAVED AREA. IT SHOULD BE PROTECTED AND xa•usaoam woWx No.a Z ;,r^ �A',ytF I oaw¢aw s,e•oa MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED, ^' .. - r N TOP+/P No SfM1A+C oornOu,o SAND CUSHION PRO IBITED: THE USE OF SAND CUSHION UNDER PAVEMENT.INCLUDING SIDEWALKS,IS STRICTLY PROHIBITED. Proposed 0 K : ! ( r ANr i 'I La-Z-Bo w rx, ! O T• REWORCI NG BARS ALL REINFORCING BARS SHALL SE GRADE 40 KSI DEFORMED RENFORONO STEEL. SIZE AND SPACING S G - y �'R'- II `T ppp p ? SHALL BE IN ACCORDANCE WITH THE DETAILS (� I ! 14,652 sf o a COp ,Ar>•sw. wAavC L BAR CHAIRS ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MANTAINED AT THE FF=537.0E a caRRECT CLEARANCES By THE USE of OAR CHAIRS OR oTHEz APPROVED suPPORT. 4 I ' 9. CONNECTION TO E ISTING PAVEMENT. WHERE PROPOSED PAVEMENT TO EXISTING PAVEMENT IS TO BE CONSTRUCTED BY THE W - - A00T DENIER m moot CONTRACTOR,AT LEAST 15'OF REINFORCING STEEL SHALL BE EXPOSED FROM HE COSTNG PAVEMENT,OR THE CONTRACTOR SHALL PROVIDE HORIZONTAL DOWEL BARS PER THE DETAINS. I f i T Y w to TENIPMAYURE CONDITIONS FOR CONCRETE PLACEMENT CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW a 40 DEGREES FAHRENHEIT AND FALLING.BUT MAY BE PLACED WHEN TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. +' ! <• "' F OD CC THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. 2 LCNCII■WNL mm CONvmX3ON WY BE UnLaw ') N PLACE OF LWON D WL NNE QaYNK'O MONT A7O fm Off' 11. CONCRETE PAVEMENT gNWG MEMBRANE WRING TYPE 2,WHITE PIGMENTED.SHALL BE USED FOR WRING ALL CONCRETE DOWEL OARS 9WL W DFXM NFU PASiENT SURFACES IMMEDIATELY AFTER FINISHING OF SURFACES AND SHAD.BE IN ACCORDANCE WITH THE TEXAS HIGHWAY DEPARTMENT NDP=WN Y W USE W A L�Wawr l Nc. STANDARD SPECIFICATIONS ITEM#526. DWAM °O0 12. IESTM SAMPLES FOR STRENGTH TESTS OF THE CONCRETE PAVEMENT WALL BE TAKEN BY THE GEOTECHNICAL ENGINEER TO �•r,f> :. 81% !' ~ 0.3 LONGITUDINAL BUTT JOINT DETAIL VERIFY DESIGN STRENGTH. PAVEMENT AREAS FOUND TO BE DEFICIENT IN STRENGTH SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO RANDOMLY CORE THE PAVEMENT TO VERIFY THE -�"'-- i 1 m"'+ a:• wl'- w THICKNESSOFKbHCRETE ANY AREA FOUND TO DEFICIENT IN THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE !j (- �, y,3,•� w! A EXPENSE OF THE CONTRACTOR.Ll �ry '�. .,I ' ,.` � R al a ,s•ooNl,aAralF I& SIDEWALKS AND RAMPS: CONSTRUCTION OF SIDEWALKS,WHEELCHAIR RAMPS AND ACCESSIBLE ROUTES SHALL BE IN m ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS CrAS)AND THE AMERICANS DISIBIITY ACT(ADA). �� >i � � T I 0.1 i I 1 I I ,( .,�� of � p°�`Fi°e` s• ,,/e rN.WR „ I --i--;_- _- S'IGIHT W'1�l PAVEME,�1T'_-1_ �t sI u � 14. PAVF]AE/1T MM1ON09: PAVEMENT MARKINGS SHALL 8f FRONDED IN ACCORDANCE PATH THE TEXAS'UNIFORM TRAFFIC MANUAL W _JL- ' ^ .-- FOR PAVEMENT MARKINGS. FIRE LANES SHALL BE STRIPEDINACCORDANCE WITH THE GOVERNING AUIHOI71E5 REQUIREMENTS. ALL ! ' T'<"'� I I ( ( I ( ,'j ".1= :.:�, r - '>°''+• "'1 HANDICAP SYMBOLS,SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH TAS AND ADA STANDARDS m ('- ppµy� i IpgL > N1"' >.. LEGEND SAWCUT REIiROVE AND DISPOSE OF EIISTWC O ® L r OUR%(:UTTER g PAVEMENT m Z _ = PROPOSED IiRIGATION SLEEVE J ac 0.4 EXPANSION JOINT DETAIL N Im O (a'BARS ocEw. s's: CONCRETEEXPANSION LORNT 5'!LIGHT W71y PAVEMENT ! �>� .. qi� Wxf Apr WO 7'}SOD Dsi CONCRETE ----CONSTRUCTION JOINT � /� x I' ,AI•roa/,r woc QIM EUTY Ra11ELEl1L• '- N 0 Ot'46'S7" SEN xr PER NWE --T 5-LIGHT DUTY a - - 6'HEAVY Duff 7^3500 P51 CONCRETE PVMT w//s BARS o 24' J - 22.00 n 7'DUMPSRER DUTY 0.H EIW ON V'COMPACTED SIZAOE lO 95X AT OR Z M - ABOVE OPII IM MOISTURE CONTENT.(ASTM D 698) DIM MENEWE _ _ -}-ai-!--- ._-5IGE17 DU�1l PAVEMEIIT-_L-- -1.- M + Y -. 1 - 0.5 CONTROL JOINT ° _ _ �6.3500 P�coNatETE Pwat w//s e/+Rs o 24' J by I 1 1 I I I l E OO FUTURE PAVEMENT i 0.C.EW OH COMPACTED Sl)BGRADE(A$TM 698 U EXISTING GROUND ABOVE gPTiMLIM MQISAWEW1, CONTENT. S' T SUBsRPlE SEE NOTE 7. 5.3,r00 PSI PODPKXtETE PNAT-w/J3 BARS O 24' Q I W as a L ds " 0 O.aEW ON X'COMPACTED SUBGRADE TO 95X AT OR L r raam aaswE oNNs swpO ra Vac a ABOVE OPTIMUM MOSIURE CONTEIIT.(AM 0 0") LIGHT/HEAVY DUTY H CONCRETE PAVEMENT SECTION + &�T M i.:ly'.. 4 R WORCED CONCRETE SIDEWALK C TWORK� ro I Yi 9 Ru '• I > O roDc PSI 7 DAYS)w a o ,;. I .±[v x� �"`� �a 3,�^ 'Cwrz :�^�` �;,,.� F.x�, '} z.�,•x'- 'I � r w mAs w m a re - ON X"CO►�ACIED SUBGRADE TO 95%AT OR ABOVE o ws a+r occur. DPW"MOISTURE CONTENT.(ASTM 0 698) i 0.7 �EXISTWO CONCRETE PAVEMENT o a FUTURE PAVEMENT 0.6 CONSTRUCTION JOINT KM Z 4.1 fUTURF,PAVEMENT '°off Pw.,r«.. N O O i 2 FREE EDGE PYMT. DETAlL SHEET BENCHMARK BM#1=639.7E BOXCUT FOUND ON IRe.ET t SOON SOUTH OF STARS 8 STRIPES WAY ON THE WEST SIDE OF FIE.ZL99 M/THE SOUIHFJI3T CORNER OF ■ ARKING LOT. F:\30445-Ot\4450TPW.tivy modified by rhaml at Feb 13, 2006- 1;}apm THE•ROOMS TO 00 P u (2,440 SF.) O.T1s sFJ MVRO ya \ v 6 .E _ 3 wor4 taMrt�.ua .—�•.- 1'4 'S7 212.00' F ,o.oraoore<u eE �o 4't, Tara - euaa w m o..X - __ •�. F e• � rxp,': _.c _ •max.+ ^� ,W<N MDsaL OM lar :si.:<'S'. {- .."L'fi:ti ^t^ ✓y�..S'� 4`` �ti( - "vt:'�.p PB,WL'G011T - or soar suu. Buda neeet I ��'�•.fiyY,•�-' IZ�- •YC''vr •:E'.\.'•� - iPGl19IOB ��M MPE&iW.GRE l•! ylbi .,•rr- - ."s,.:�,?z?+<.'� _ xecse+. amw..r Nrart�er�+mmu« .. I ___ `t-. '��,`>A• •,.y.. - - �:�_^- Sou.raw mnMawis wua v%�ar wvr'�� a 2 re'a �'�;:� _. .,•: � :••.•• �. n.v:rvswe�sxurm ,y,� �� aswaesutv.re:e �j�$� I F)cJ OCYM1TO Be 4•ttiall aON.Aia9a rOtlMYYMrO®!LLCM I n55 A51 1tE 35 J S )L O :'+ ��. � ce ent .f Moxsn.a>m sosawx <=w U )I IAN (4T) Y ANS u,. mr+u11'w !•e�4 a s:- wear-rosr roa.am o .oa.r cH i I (e)CRAPE*r�Tl E s+IRIn (6)CRI PE MYRTLE SHRUB SHRUB PIT PLANTING DETAIL « T I (II5 5FJ HYDRO � Mrs (1)TEXAS RED 13UD ! (25 LF)STEEL ED61N6 h)FowcrAix BRASS (10)BLRFORD HOLLY N CEDAR ELM u•Wi1016 toK.At sncmeo `� (^ u4>.ssrnes wosnroa¢ 'u. I I• OU FOUNTAIN BRASS (5)DWF•L9URFORD HOLLY .. IMF— caawn+u. aa+raM.anaM:roorwu. StM IY I I nH FJ s s.F) � ! 4o)A51 NE (Ls J5 _- - xnc«a.e.Mormmns«rusr �� d 1 I _� � •�� s te•x4•stmtn>r.Is c®er.0 I ~ 1 f I •.#t`. o (U CEDAR ELM ra<saaswtt o snots uaaor uY/4L SH. .) Y2 Ph 00)INDIAN � .� MA.t-ST'IG BEAUTY,INDIAN HAV9HOR z 1 NE TREE STAKING DETAIL 'r� ! SACK K ! o L (so)INDIAN EVANS'HAwr11ORNE 00)EDWARD Bo�R (b ro)ASIAN JASMINE�� In LFJ sKTta tt�s ABELIA '`54 I (6)TEXAS sABe (6)INDIAN HArtmORNE' ^ ni)ARISTOCRAT PENT JACK VVAN5' (22)INDIAN HAHTHORt♦E Y: (H)VARIEGATED PRIVET (20 LFJ STEEL EDG&NSEASONAL w.Y LANDSG�tPE REQUIREMENTS REQUIRED PROVIDED Z } '-_,c; �0)rq•,,pe (MU DNF.YAUPON HOLLY '"% (2D SEASONAL COLOR .t. INTERIOR L_ANDr�GAPip�can gross par" =-t•`_ (H)EDWARD 6CUGF ii ABEi_I,s< O LFJ STSTEMEDGING A mhftn of ten(10) t OF is the �7�s.f.re x (20 SEASONAL COLOR 92 5F)HYDRO— gross,ground cover,plant,shrubs and trees. 0.• 9,476 s.f prov. W (H)EDWARD BOX+M AaM A '" 6ROUNDCOVER PLANTING brass parkhg area aqua!5T,000 Q. Proposed n•`f" '` There shall be a rnkLm of one 0)tree planted for 9 trees 9 trees Q - p :j each tour hundred(400) feet or fracton La—Z-BOY ,� xt 14,652 Sf n,492 SF)HYDRO PLANT SCHEDULE thereof of required interior e area 1 r �$... PF321TTETER LAunL'�APIN6: Plan North Plan North ®. Landscape buffer trees adjacent to RAIN and 4 Trees 4 Trees Na abut" properties.Trees preferred are trees - i ��A}• _ ax>,czy coa.son M. xi.eur Noa�e comnon to this area of Texas a shall have Plan East Plan East average spread of crown of greater than fifteen b Trees 6 Trees TREES EES (i5)feet at maturity."max."of three caliper Inches Plan West Pin Ylsst ^ when measured six above ground.Requires one(I) 6 Trees 6 Trees i t s•uw- lo•lus• ooe tree each fifty(50)lineal feet of fraction I s oty. �f Bola c press rarodkm d sttcwm B/B.S r g a wu '� per Plan South Plan South 1 r Mbo LFJ 5TE9= x: thereof of perimeter area Maxkmn height for 4 Trees 4 Trees t EDGING B aYy. t . i Godar EM Wmvs uassnolio 3•carper 10'MFv.W—d SLfeenkf3 hedges Or SfYVb.'.i3$ft. •.: ''•`."s (V CEDAR i•• Bt6,strata t tn+ck (5)BALD CYPRESS INTERIOR LAND��GAPIN6: In all non-residential zoning # (215 LFJ STEII.ED61N6 12 my Live O k s•�i w'Nt7 Total site: Total site: '�' - - a,arcus vl-gnMana districts,a mhhwm Of fifteen(5)percent of the total (n (\/" sp`' a site area shall be devoted to feature landscaping with 4' sod.B4B str Ww* 1O.044s.f. 12P5 v.f. N µ n eoO sF ORNlAMENT S not loss than fifty(soI percent of -.�. cap 1 •`,,, 0, 0MJ HYDRO z located in the required front d.51ta= ,. jg �i^9 66460 W W ELM 5 `' Mistouat Pen^ 2 V2•co1,—Id M/4'Spread 6.f A INDIAN HAtvTIIORrIE °'� Ar st�o r eG ekjnt B.B." 9 natal Front a:20,98Ts f.50%of landscape Frant yard: F,ant yard: m Z I ( T J I IMSOA4K EVANs• BARBERRY # la nu k regWred to€rant yard 5A22s i. 6,4005.f. b)CRIMSON PYGMY ® W STEEL.E 761NS 404 Youpa Heny Ile.Hp w 5oran a s t vs�iodu� cowu k mH EPACC:Trey rate or Y. 1 1 �ut��Ia Nonwehkuicr Open Spcwe. If over 50 percent CL i SHRUBS provide 1 Tree per/4p00 sq.ft.Total Open 2 Trees 2 Trees O (1,090)ASIAN JASMINE jr L I (4)YAI STEEL HOLLY 6) Abeno ga+o aewxlw 2 golwn.12-MAW epreod Non-V kukr Open space=85b82s.f. ' J i I (lob LP)STEEL ED61NG 4 LFJ STEEL EDbIN6 26 01J rxm,o-a Boucher .wand nbro ar`-+padC= IDOO s.f. Total m O lb)Live ON, n2)INDIAN HAWniORl� J ' 12 dqe�Ft3 tie sBaton Mdka 9° N m 00 5 bn,24-MAW odd I h)INDIAN wA'rtrioRlaE ,. �1)FOw.BURFORD HOLLY HO DWF.BURF-ORD 'JACK EVAN$' `;!. '�' to� � U' �""1 � 5 gd1-.IY Nc120•ap-aod ' (V -0 I HOLLY ppy�1 CASE NAME: to-Z-80Y Q t� i ( LF 5 N6 116 a�' 't;` o..n-Wily w-d Biv�ixordn nnso' 5 gakrn 24-Ntno-sprea.t CASE NUMeM: 0006-03 J t,— f AIN •-• Ib 04 0—f Founco:, PanxllsehMn LOCATION:3450 GRAPEVINE MILLS PARKWAY t I ' '• (r`-) 'rfw: <.:� y,.t..7°' - � Gross olopecu-oldes s 9dwn,12•NtfIY spread LOTS 2R & 3, GRAPEVINE VINEYARDO �Z <: 0[y. Dra t Y.pnt telly ?ke 5 gdton,Ze HIk AS-spread I m HISS kKnw MOMd orM NSKa - wu Ems wu 'nrs' S ydloM 24-lano spread WERE pRy Cr 30: 154 0Ky ) R°Ph o m 8 8090 J MAYOR r t k ss 04 v B" et� s canoe.24•Nino•spread DATE; "y" CUT 1 _ '-- +•1 �i2G9,7 J8;i ;1.`_• s T'S Texas Sage Le�al'AHi o 5 9dk^•24-MY20'spread PLANNING AND ZONING COMMISSION { ( h)INDIAN HAWniORt•E (H)DWF.BI.RFORD - a Sty- (� variegated Prhvt L'rj,stnm sna,ss � to to 'JACK EVANS' HOLLY (IH LFJ STEEL EDGING V _ 5 9d1on•30'Nthmilar CIWRMAN e ! i MISS SFJ HYDRO (45 LFJ STEEL EDMNS (430 sF)HYDRO ` TURF/GROUND COVER DATE _ ib.720 sF. Bermucb gars cywda d wb)Im r ive se.�edd p A o o sir SHEET:_OP_ Y o I � Lebo SJ=. � Asbt.1olenlrw �1o�ywe11u"'e a^pots•I2•o<. APPROVAL OOLL^;i' NOT AUTHORIZE ANY WORK o I e T2°dJ IN COWLICT WITH ANY CODES OR -. S.asaat cover 4•pots•b•o<. ORDINANCES. ' S i MISCELLANEOUS DEPARTMENT of DEVELOPMENT SERVICES , n 44e L P. 5tes1 Ed5^I rays so fro•x 4•,WN 5•bean..gad. ERS o i ver-s Bea FF atwa urtng ears.r ooggyy eompieee sMx- o ` 2i i� a y MPQ 2•Naylor ttli.ddePth i n ty wd s.d"ci, gulch a•. w.assw loyx d.Ixds and re rugs ••••"°'�.....a SHEET >:.P.. s All i..ridae—ad areas shill be irrigated wth a,:.nd—r.,n4 ato..U.rrgotwn systmn o Io• m• 4a bp, SCALE: IM = 20.- OM a\MI\It\ore\ardol.dsy."f d by nw on Feb 13. 2006-4:09pm , a _.. ---..___._.__._.. ._.-_----___--------------._�--.-__—. -----'--------- — LOT 5— LANDSCAPE REQUIREMENTS REQUIRED PROVIDED INTERIOR LAND61-APIN6• i 4 A minimum of ten 00)percent of gross par"Is the 17,376 s.f. 18p56 s.f. t 0 z�o�A. GRAPEVINE MILLS PARKWAY (FM 2499) grass,graved cover,plant.shrubs and trees. Gross perkmg area eguai 173,783 all o 6 c -�\ '-----'------ --- ''- --- ._ There stall be a minanum of one(U tree pIc for 43 trees 4$trees W a y each fax•hundred(400)o are feet or fraction i ,.f x• F i thereof of required interior landscape area. - ..__...-..._. bar North — — -- jam. Landscape buffer trees adjacent to R.OYi and Pion 4 ? : dcuttho properties.Trios preferred are trees Pion! ! common to this area of Texas and shall have IO Trees t Plant over spread of crown of greater than fifteento Trees Ili `'•� (15)foot at maturity.1,1m rwrm of throe caliper inches Plan West Plan West when measured six above ground.Requres one(1) 3 Trees 3 Trees A trod per oath fifty(50)lineal feet of fraction P a .+rPlan South pPionSouth thereof of perimeter circa.Maxkrn height for 11 Trees 11 Trees tw It �'� •} t + screening hedges or shrubs is aft. ! { i i + 1 TOTAL SITE AREA: In all non-residential zon Total Site ing = r2 n Prs 1 l I districts,a minimum of fifteen(15)percent of the total 20l 667 9.f, qr site area shall be devoted to feature landscaping with F OP� i5%re aped Provided: ate i 1 f not less than fifty(50)percent of the landscaping d =90.�gO s.F. being located In the required front yard. 47,642 s!. z requked vo��- s "crw•src-z12ra �+xn;rs i i I N0N-V@iiGU.AR OPEN SPACE: the Following . '' <:f , - �h;"•":"'•': 'P`•'4^�"--'^rr�'•.- >+r*>•�+-^�- 1 r i raqulrements.Tree ratio per Non-veh 0P� q Trees tcuiar >�,� tF ..f:, :.�,i ^..-re. 4:..•.• .r--.--r...-T�� q Trees •d^.• < s:w<:.4 -„y,1:?: l L.e ,.3,._ .�T.';t'-.i:- i j•. 't;jri%' .sy- a l r !s. .. '.e±'� ,I If over 5o cent provide 1 Tree _ 1 "5,:: r.. ;e„i�.`��'y�. '.o.°' ��'S�.r:�s��' >t< -'z.-•`�•.>. =-.:�r.'i=� Pam• P�'. W ate` - - :1.?.<r>= .i. '?!1'- :e•:;' '= -.t1 - 1/ .S 'f•,...s �£_ss h e,•�. `s'� `: - _ . t � i pr 00 sq TV Vehicular Space la' -= ITM 1 '�;` '.„"`._.!•.ur:_'+";I`.>'ie„= ,4°v q�y i i 35A90 sf. Q .,4 i ,"'' ill 4{i*• t ' 7'—t-- '• LOT 2R— LANDSCAPE REQUIREMENTS p IL Z REQUIRED PROVIDED 1 1-' i.7 ' I CA INTERIOR LANCeCAPiNs: W - _,:.:,,,, :; _. -=ja ® ' A mWknum of ten(10)percent L>F gross park4lg is the J :.;�• grass,ground cover,plant,shrun and trees. 3.100 sl. 7,476 s.f y r } r {{ Bross Parking mea equal$7A0O ¢ Z *`r:t.`I " `. 'j m I Thera shalt be mWum m of one 0)tree planted far q trees q trees /®y each fora'hundred(400) acre feet or fraction w6� 9 i � 1 - „ :�•'��i.- i thereof-oP required interior landscape area. ' P _ • sY 'L 1 dV i iy° j r: -'r+ )cis. PERIMETER LAN[75GAPIN6: Plan North Plan North O se. zz _ "sun Landscape buffer trees ad -ant to RANI and 4 Trees 4 Trees `; -=s•:. - !. F.'-.t`_�e Z abutting proporttes.Trees preferred are trees camlorl to this area Of Texas and shall have Pin'cast Plan East ® average spread of crows of greater than Fifteen b Trees b Trees 1 ( (IS)feet of maturity.MWurnxn of three caliper Inches Pin Yiost Pin West ! >•` _ vet 7,000 sf when measured six obova grow•1d.Requires ale(1) 6 Tr..es 6 Trees _ ..TT tree per each fifty(50)lineal fact of fraction Pin South Pion south Q j I 1 v k 'r4 thereof of tar area.MoxWwm height for 4 Teo" 4 Trees i ='Y .•i>::`k,n screening s or shrubs is aft. W x Ld ( i [.st:: ..t .t a :i;k�•� .INTERIOR LANDSGAPIN6: M all ran-residential zon Z ` r; s:f Total site: Total site: m ! p 7 y distr districts,a minimum of fifteen(15)percent of the total _ site a oa shall be devoted to feature with bAri4s.F. 12A5os F. not less than fifty(50)percent of the I�"Vi g `- � 11� I ' i .• -_s: <'`'%�'. K i being located W tha required front yard.51tc=66960 O- (' Q� Ov r ' ; ^+ v: :►- :L:"r - ,;-;' •.•'�'!I? Total Front yard:2O,467s an F.50%of landscape Front yard: Front yard: ® Q Z i,• � ! -:t• �'',:i= �s`4'-{.<`:.< .i."--" l�.t•,t�;pr%`_ - t1r'.•.:`� "�.`' �;d t\ required In front yard SA22sF. 6,40Oe.P, m � I I ! 'mil` -`S� �'y,Y�. .:['.�~:-1;5-:: _ ;.:-u- - '>• 1 � a•. 0 E-Tree rota O I t ; :,Si fµ ✓ _ --T•" .' , NON-VEHIGUJIR OPEN SPAG per N open Space. IF over 5o percent Non vehicular C, (�U 1 -_ __ T' '3' i '• provide I Tree er/4AOo ft.Total 2 n -yy Pr' P mil• Open Trees 2 Trees eQ sm.a srw-:saw• :Z. u..yt,`;� I I i Vehioul r spoae 370O0 s.f. Total Non-Vehiculor Open spacc=6$662s.f. J F I TT 0 >— Q PLANT LEGENDcc CASE NAME LA-Z-BOY < CASE NUMBER: CU06-03 3'MIN.GAL.OVERSTORY TREE LOTS 2R h 3, GRAPEVINE VINEYARD j i:. +«%'t^�,y�',"•.� ! / _ \ LOCATION: 3450 GRAPEVINE MILLS PARKWAY 1 .r Retail �`+•.j;3 1 i ,�".// ! tx.usr �--• i t i . ,:r- :1:i•. !t Y,.�,):;,_`�4; y�y I ,I. o8Mll Hi.ORNAtENAL TREEa m AAYM S C TARYN DATE m o ' NOTE: Tree locations and PLANNING AND ZONING COMMISSION quantities are subject to change ` t due to Lot 2R 4 3 Plan chi Ilk finalization. DATE nEcrs m z .• £ - "• E a r' tYi o a` E APPROVAL DOES 140T A M40RIZE ANY WORK �.. IN CONFLICT WITH ANY CODES OR b.a,s.alm m SHEET ORDINANCES. ,... SCALE: 1" = 40`- 0" DEPARTMENT of DEVELOPMENT sERvicEs O7011\11\01d\01024.9 m=66ed by qw w Feb 13, 2W6-4,09pm SI6NP.6E ace SF.Tyr. COPHS® w.TBtlx.FnnsN raT.Vs TA,COPWCi e- m 7(w>r, N6 Tr. ��© 5 �' ,,{° 1060 TO BE 7�ROPE/ti UPS.CAWM WWK TO EV TO GGPIIIB 1�iN I Y U!�IR ALL live g l�°1 J �. A ..� ® Y ROVITV T66TTERS O Q ��i '_----" N PRRNITYRR BALL[[ .• PAY-1,4M�� Vp�p'� a NOW,MH°HAUX W --• TEXTURE Fp95N ON tJ.HINAllm-CONTACT CON,.MAL PANG. n0 W LA-Z-BOY CORP.VESIGN ,a OPENING p�o i°EAFA FLASH SOON ALL"5I6Li FK.E H711 I V per^ (7 O �� Ca4R TO LEREitS� N I hie KUJA15#220T'C4M4 Y 4 zy . VXI.MATTE FRiSN. G A LA ACRYLIC FADE TN CIVW FFF g 6FA6LE LE,T6t.TRhGK. z STOR9iOPT Q BRICK-TYP. tJFS CFB TYP. t Sy9r.-Typ.Q w D v, FRONT (WEST) ELEVA-ryON SION FCLE COLOR TO MTC44 B;; .VA .i-O' SHERW W_LJAk5 02201 'CCLANY Wrl,MATTE rm&L a9'-O• b'-8' EJF5A3FtTV1T GAP- TYP.Co 2T-& �Q TA. :f tWLGCOT BRICK-TYR jot-O �g m �� /t L LE 516N AREA 100 5E MN-TYP. 516ti ARFJ1 L4M RATIO II 6366 MATERIAL FNiSfI TOTALS - l* » 05 POLE SCE! ELEVATIONS MALL 01ASON" 4T% C C Paz S" O'-0' - LAGATICN (a 0 O 02 SIDE (NORTH) ELEVATION �. m WTA. W s°sC av o• = a o TO. n S TA.COPkIS Lr' Cl _. L ■ t O J [ H TUR19 LaALLKR SS)) (a WQ13t1AL FM51i TOTALS .. 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