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Item 17 - CU06-03 La-Z-Boy
Conditional Use Permit Application CU06-03 La-Z-Boy 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. .. • The property is currently zoned "CC" Community Commercial District and is undeveloped. 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 Mall and its associated outparcel development was rezoned in 1995 to "CC" Community Commercial District to facilitate the development of the mall. Numerous conditional use requests have been approved at this location since the development of the mall. 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). 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 FWAI 1 •0 - 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: 0:\ZCU\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) "M 3505 R -MF -2 3601 f f FPg1 QRS 1� 3200 R iB3A __ 7R Ross o �.1GH a VSA 3 4351 X26 3549 3505 t(i TR SBIC opo5s G, X16 3509 TR t fl9A POD 3225 2 TR 18 34 3570 6 3 13 TR 58 r MPC,{ p� Q�EQ TR 1A o V 3501 i 3501 1 2 350sR iQ�N - 3509 � 3gg19� N GRAPEVINE MILLS BLVD - - _..._._ --------- - - 7R 2AtA � � . . . • . e . . e . e . . • TR 50 TR 10 . .. ...3400. . r� 3500 GRAPEVINE cc .... r 3400 xg HCD 2800 m r TR SAI CL TRS TRI 3200 1 (jJ 3500 3500 W � So c9 STARS & STRIPES WAY -- - '. TR 1C' - TR 5F TR 1F ®e TR 1CiA1� '_.—._, GRAp�v`N� ®4`�1` it 3130 2 2905 j p A 3100 2251 ®® Cj� 3000 Int mss 2R 3 4 `Z _ 3120 2605 r BP 1 inch equals 300 feet CU06-03 LA -Z -BOY C i� ;1�-o -oma, C:\DOCUME-1 \sinmon\LOCALS-1 \Temp\app.cu.doc www.ci.grapevine.tx.us VINE 9` INE. .� A ` 4 'T 9 x A s CITY OF GRAKWuME CONDITIONAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant/ agent: Sherrod Bibb P.E.-Bur + 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 " Applicant's interest in subject property: Engineer of Record PART 2. PROPERTY INFORMATION Stre-r address of subject property L-` D Grapevine Mills Parkway Legal description of subject property (metes & bounds must be described on 8 1/2" x 11 sheet) Lots 2A & 2B/Block B -Grapevine Vineyard Size of subject property 6.174 Acres 268,939.44 S ware 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 www.ci.grapevine.tx.us ❑ 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 " 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 alt 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. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQ AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY Sherrod Bibb, P.E. r ( Print Applicant's Name: Ap licant's Signature: MIR The State Of s, 19.46 46 p/J/ County Of�/a�,� /' Before Me Z)Q UAi 4 PLC 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 undermyizp4cl; - -tis �` a of ,"�A/U . A.D. D® DONNA MCCALLUM t' s... Notary M, CP�t—liC�s. wn4 Texas _ . P ' V C - l " DEC. 6, m8 Notary In And For State Of Texas NPnry A_ BrntlPr Print Property Ow ers Name: ro erty Owner's Sign ture: The State Of County Of Before McQ��Q/7 / (K I! 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 acknowledged to me that he executed the same for the purposgs and consideration therein (Seal) Given under my hand and seal of office this _?)I day of gtprcpc'. JORDAN BRITTNEY WICKER Notary Public, State of Texas :;.My Commission Expires 0 f October 28, 209 C:\DOCUME-1\sinmon\LOCALS-1\Temp\app.cu.doc www.ci.grapevine.tx.us whose name is subscribed to the foregoing instrument and expressed. March 1, 2006 Mr. Ron Strombaugh City Planner The City of Grapevine 200 South Main Street Grapevine, Texas 76051 Re: La -Z -Boy Furniture Galleries® (����tt7111 FU R N ITU E CALLER I ES© RECEIVED MAR 12006 PLriN IN 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 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. 14 LeW Industries, L.P. v a La -Z -Boy Furniture Galleries' RECEIVED Dallas — Fort Worth - Houston PLRNNING "s c E� x U V J �W to yu iu N J3� ~F J LL lu �<� zoo s3� Qm �3 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,Uid� V a igE ui� 3a 9001 1 8m (J)Al)-)-;U e5.a." ry L no - .o4 Q� m z" u: ~ x dd dd zz pp as ry L no - .o4 LL) 0 10 -0 !) Co. Ma 6 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. ATTEST: ORD. NO. 4 �A a. -It AK --j L e. AWHd SlljVV ita L�fp " mr-"- A KA sLN%�-.,J J!o 0 ce - '040 jp Ar Ah, 1 v AW -01 ti j6f gn? tq 4. —4 AL IN. 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G, IJLUUr% L, I I i RAPEVINE MILLS)' I I I I1A ry�L9 *ri GATEWAY CENTER ASSOC., LTD. VOLUME 9799, PAGE 139, D.R.T.C.T. GRAPEVINE MILLS PARKWAY - F.M. 2499 _ NO1'46'S7"E 798.73' I � ! 3 I Wa I Nn I o g TRACT B ho i GRAPEVINE VINEYARD ' z i < i CABINET "A", SLIDE 8466, P.R.T.C.T. I O I -- sor4s_57"w 370.67 M �1 I -----__-to U1xITY EASEIAENT, cue - -- _ ----{ "A., SUE 886, P.RT.GL - 25• BUILDING UNE, CAB."A'. SURE 8466. P.RTC.T------------1 I I � 1 I r f i I I 1 I 1 125' ACCESS EASEMENT CAB. "A". SLIDE 8466.--4 P.R.TC.T. I r I I I IC I m fin � I ! LOT 1 $LOCK iM i I IQ 3 GRAPEVINE VINEYARD it CABINET "A", SLIDE 8466, 17- 17- - N01*46'57"E R -� 25' EK"NG UNE-- ACCESS EASEMENT _ -- ---- / R.asao' 1 �1 I: LOTS 1.537 ACRES 66,960 SQUARE FEET lV I 1 B I i o=Mix, I z P.R.T.C.T: j tt /`L- =6Ye ACCESS EASEMENT- � ZONED: CC COMMERCIALS _SOi 46'57s"W�jg000• ol�rarw` 1ww asev -_ A . GRAPEVINE DEVELOPMENT 111, LP i it ��: wo�gor a� :su�swt C -C, FILE NO. D203418528 1 f D.R.T,C.T. I o1 1 6 I ((--25 DRAINAGE EASEMENT I Is CAB. 'A". SLOE 8466. PJLTGT. i le i _.._._--------- 10' UMTY EASEMENT CAB. 'A', SURE 8466, P.R.T.C.T. I i r-25' DRAINAGE EASEMENT VY C.I,R.F 1rzAs cooRo. srsfrw N:,,a19,392M e"z.n.as4.00 * CURVE DATA * * LINE TABLE C1 R . 35,00' LINE BEARING DISTANCE o . 9oTxtaO" a N01'46'SYE TIM CROW-BILLIN.GSLY AIRPORT 41, LTD. L _ 54.96• VOLUME 714.3, PG. 600, at - N46.46.5rE L2 Sa8-13-03"E a5o• CHL = 49.50' D.R.T.C.T. ZONED: CC COMMERCIAL S! \SUR\30445-01\SURV\30445-OIFPLT.dwo modified by rhomil of Fah 1.3 gnnF - 9. 1 z__ 0 0 N W r A Oil 1cxAs caaRo. srsleY � A 7 a39ym.63 �24f ),364.03 O n' 1 N4311'09"E' ------ =__ 30.21' --------- ---� POINT OF 1� ZONED CC: COMMERCIAL LOT 2R �«sot°4s'srw 4.637 ACRES 201,961 SQUARE FEET Gj`a1 l\ 22.00' l IS681YOrE 40.00' 5 ---------4---------- I 551 S. P. AIRPORT TEXAS #1, LTD. VOLUME 13382, PG. 123, D.R.T.C.T. ZONED: CC COMMERCIAL I. GRAPHIC SCALE IN FEET 0 25 50 75 100 SCALE: 1" - 50' VICINITY MAP NOT TO SCALE DALLAS MAPSCO N0, IS * GENERAL NOTES * I. The bearings shown hereon are based on the West right-of-way line of Farm -Market 2499 as shown on the plat filed for record in Cabinet "A', Slide 8466, Plot Records, Tarrant County, Texas. 2. The state plane coordinates shown hereon are based of the Texas Coordinate System, North Central Zone, NAD83. The angle between plot bearing and grid bearing = -00. 01' 59`. 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 no longer have any force or effect upon approval of this replat by the City of Grapevine, Texas. Previous plats of Lot 2, Block B. Grapevine Vineyard: Cabinet "A", Slide 5182 and Cabinet "A', Slide 5997, Plat Records, Tarrant County, Texas. 4. All comers are monumented with a 5/8 inch iron rod set with a cap stamped "Bury+Partners", unless otherwise shown hereon. 5. The subject tract of land shown hereon lies within Zone X, defined as `Areas determined to be outside 500 -Year Floodplain" as identified by the Federal Emergency Management Agency. Flood Insurance Rate Map, as shown Map No. 48439CO210 H. dated August 2, 1995, for the City of Grapevine, Tarrant County, Texas and incorporated areas. If this site is not within an identified Special Flood Hazard Area, this flood statement doesnotimply that the property and/or the structures thereon will be free from flooding or flood damage. This flood statement shall not create liability on the part of the surveyor. 6. Area Summary. Right -of -Way Dedication: 0 Square Feet Easement Dedication: 33,584 Square Feet Net Platted Area: 235,337 Square Feet Total Platted Area: 268,821 Square Feet PLANNING & ZONING COMMISSION: Date Approved: Chairman: Secretary. GRAPEVINE CITY COUNCIL Date Approved: u,. City Secretary. * LEGEND LOTS 2R AND 3 LRF. IRON ROD FOUND C.C. COUNTY CLERK C.I.R3. CAPPED Iear IRON ROD SET VOL VOLUME STAMPED URY+PARTNERS` PG PAGE C.LR.F. CAPPED IRON ROD FOUND CAB. CABINET C.M. CONTROLUNG MONUMENT ESMT. EASEMENT L1 MOTES LINE IDENTIFIED R.O.W. RIGHT-OF-WAY recorded for any purpose. For Review Purposes Only N LINE TABLE MIN. MINIMUM Ci DENOTES CURVE IDENTIFIED N CURVE TABLE F.F. FINISHED FLOOR D.R.TC.T. DEEDRECORDS. TARRANT ELEV.. ELEVATION COUNTY, TEXAS unL unuTY P.R.TC,T. PLAT RECORDS, TARRANT COUNTY, TEXAS * GENERAL NOTES * I. The bearings shown hereon are based on the West right-of-way line of Farm -Market 2499 as shown on the plat filed for record in Cabinet "A', Slide 8466, Plot Records, Tarrant County, Texas. 2. The state plane coordinates shown hereon are based of the Texas Coordinate System, North Central Zone, NAD83. The angle between plot bearing and grid bearing = -00. 01' 59`. 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 no longer have any force or effect upon approval of this replat by the City of Grapevine, Texas. Previous plats of Lot 2, Block B. Grapevine Vineyard: Cabinet "A", Slide 5182 and Cabinet "A', Slide 5997, Plat Records, Tarrant County, Texas. 4. All comers are monumented with a 5/8 inch iron rod set with a cap stamped "Bury+Partners", unless otherwise shown hereon. 5. The subject tract of land shown hereon lies within Zone X, defined as `Areas determined to be outside 500 -Year Floodplain" as identified by the Federal Emergency Management Agency. Flood Insurance Rate Map, as shown Map No. 48439CO210 H. dated August 2, 1995, for the City of Grapevine, Tarrant County, Texas and incorporated areas. If this site is not within an identified Special Flood Hazard Area, this flood statement doesnotimply that the property and/or the structures thereon will be free from flooding or flood damage. This flood statement shall not create liability on the part of the surveyor. 6. Area Summary. Right -of -Way Dedication: 0 Square Feet Easement Dedication: 33,584 Square Feet Net Platted Area: 235,337 Square Feet Total Platted Area: 268,821 Square Feet PLANNING & ZONING COMMISSION: Date Approved: Chairman: Secretary. GRAPEVINE CITY COUNCIL Date Approved: u,. City Secretary. nNAL 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, GRAPEVIVE VINEYARD, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, AND BEING LOCATED IN THE J. GIBSON SURVEY, ABSTRACT NO. 587, TARRANT COUNTY, TEXAS. 2 LOTS - 6.174 ACRES Prdiminory FEBRUARY. 2006 This document sholl not be ZONED: CC COMMERCIAL recorded for any purpose. For Review Purposes Only OWNER/APPLICANT: ENGINEER/SURVEYOR: wllkxn C. Haddock• R.P.LS. GRAPEVINE AMERICAN. LTD. BURY + PARTNERS-DFW. INC. 1800 VALLEY NEW LANE 5310 HARVEST HILL Regi .U. N. 5764 JW_y 6. 2006 1 HICKORY CENTER SUITE 100 DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 (469) 522-4200 TEL.. (972) 991-0011 CONTACT: BILL HADDOCK. R.P.L.S. PLAT FILED IN CABINET ___ SI InF O a T r T nAIr• OWNER'S CERTIFICATE IWHEREAS- GRAPEVINE AMERICAN LTD., is the sole owner of a 6.174 acre tract of and located in the James Gibson Survey, Abstract No. 587, City of Grapevine, Tarrant County, Texas, and being all of Lot 2, Block B, Grapevine Vineyard, an addition to the City of Grapevine, Tarrant County. Texas, according to the plat filed for record in Cabinet A", Slide 8466, Plat Records. Tarrant County, Texas, said let 2, Block 8 being a portion of that certain tract of land described in the deed to said Grapevine American Ltd., hied for record in Volume 12937, Page 211, Deed Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod found with a cap stamped "KHA" at the Northerly end. of a comer clip at the intersection of the South right—of-way line of Grapevine Mills Boulevard North (formerly known as Anderson—Gibson Road or County Road No. 3044) and the East right—of—way line of Farm—Market 2499 (a 160 foot wide right—of—way), said iron rod also being the most Northerly Northwest comer of Tract B (Future Right—of—Way) as shown on said plat of Grapevine Vineyard; THENCE North 84" it' 40" East, along the South right—of—way line of said Grapevine Mills Boulevard North, a distance of 100.51 feet, to a 1/2 inch iron rod found .for the most Northerly Northeast corner of said Tract B and the most Northerly Northwest comer of said. Lot 2, said iron rod also being the POINT OF BEGINNING of the herein described tract of land; THENCE continuing along said South line as follows: North 84' 11' 40" East, a distance of 124.62 feet, to a 5/8 inch iron rod found with a cap stamped "KHA"; North 88' 15' 10" East, a distance of 197.01 feet, to a 5/8 inch iron rod found; North 89' 20' 41" East, a distance of 155.72 feet, to 0 5/8 inch iron rod found with a cap stamped "KHA' for the Northeast comer of said Lot 2 and the Northwest comer of a wiled 13.7532 acre tract of land described in the deed to S.P. Airport Texas 111, Ltd., filed for record in Volume 13382. Page 123, Deed Records, Tarrant County, Texas; _ THENCE South 00' 42' 41" West, along the East lineofsold Lot 2 and the West line of sold 13.7532 acre tract, at a called distance of 426.05 feet, passing the Southwest corner of said 13.7532 acre tract, and continuing In oil, a distance of 551.51 feet, to a 1/2 inch iron rod found with 0 cap stomped *USA" for the Southeast corner of said Lot 2 and the Northeast comer of Lot 1, Block B of said Grapevine Vineyard- .THENCE ineyard;.THENCE North 88' 13' 03" West, along the South line of said Lot 2 and the North line of said Lot 1, a distance of 506.03 feet, to an "X" cut in the concrete pavement of an existing concrete drive, said "X" cut being the Northwest corner of Lot 1 and Southwest comer of Lot 2, and being on the East line of the aforementioned Tract B; THENCE along the East line of said Lot B and the West line of sold Lot 2 as follows: 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"; 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. OWNER'S DEDICATION NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT GRAPEVINE AMERICAN, LTD., does hereby adopt this plat of LOTS 2R AND 3, BLOCK B. GRAPEVINE VINEYARD, an addition to the City of Grapevine, Tarrant County. Texas, and does hereby dedicate to the public use forever the right—of—way and easements shown hereon. The eosments shown hereon are hereby reserved for the purposes as indicated. The utility easements shall be open for all City and franchised public utilities for each particular use. The maintenance of paving on the easements are the responsibility of the propety owners. No buildings or auxiliary structures shall be constructed, reconstrubted or placed upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and occomodation of all public utilities using, or desiring to use same.- Any City or franchised utility shall have the full right to remove and keep removed all or parts of any fenced, trees, shrubs or other imporvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the easements and ail City or franchised utilities shall at ail times have the full right of ingress and egress to and from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective system without the necessity at any time of procurring the permission of anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Grapevine, Texas. WITNESS MY HAND this the _.day of 2006. GRAPEVINE AMERICAN, LTD. R. L Lemke, Vice President STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, o Notary Public, on this day personally appeared R. L LEMKE, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL GR OFFICE this the _day of 2006. Notary Public in and for the State of Texas AVIGATiON RELEASE STATE OF TEXAS • COUNTY OF TARRANT * WHEREAS, GRAPEVINE AMERICAN, LTD., hereinafter tolled "Owner", is the owner of that certain parcel of land located in the City of Grapevine, Tarrant County, Texas, being more particularly described on this plat NOW, THEREFORE, in consideration of the sum of ONE AND. 00/100 (=1.00) DOLLAR and other valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed. Owner does hereby waive, release, remise and quit claim to the City of Grapevine, Tarrant County, Texas, The Dallas—Fort Worth International Airport Board, The Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinafter called "Cities", for the use and benefit of the public and its agencies, any and all claims far damages of any kind to persons or property that Owner may suffer by reason of the passage and flight of all aircraft in the air space above Owners property above the height restriction as presently established by Ordinance No. 73-50 for the City of Grapevine, known as the Airport Zoning Ordinance of the Dallas—Fort Worth International Airport, to an infinite height above some, whether such damage shall originate from noise, vibration, fumes, dust, fuel and lubricant particles, and all other effects that may be caused by the operation of aircraft, landing at or taking off from, or operating at or on the Dallas—Fort Worth International Airport. This instrument does not release the owners or operators of aircraft from liability for damage or injury to person or property caused by falling aircraft or failing physical objects from alcraft, except as stated herein with respect to noise, fumes, dust, fuel and lubricant particles. It is agreed that this Release shall be binding upon said owner and his heirs and assigns, and successors in intrest to said property, and it is further agreed that 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. EXECUTED at Dallas, Texas, this—day of , 2006. GRAPEVINE AMERICAN, LTD. R. L Lemke, Vice President STATE OF TEXAS * COUNTY OF DALLAS • BEFORE ME, a Notary Public, personally appeared R. L LEMKE, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2006. Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATION I, William C. Haddock, of Bury+Partners—DFW, Inc. a Registered Professional Land Surveyor in the State of Texas, do hereby declare that I prepared this plat from an actual and accurate survey on the land and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the platting riles and regulations of the State of Texas and the City of Grapevine, Texas. Surveyed on the ground December 30, 2005. Preliminary This document shall not be recorded for any purpose. For Review Purposes Only StateC. Haddock, 5764 . wi6km C. Haddock, R.P.L.S. State of Texas No. 5764 Registration N. 5764 Bury+Partners—DFW, Inc. January s, 2006 5310 Harvest Hill Road, Suite 100 - Dallas, Texas 75230 (972) 991-0011 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, a Notary Public, personally appeared William C. Haddock, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this thedayof 2006. Notary Public in and for the State of Texas FINAL 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 J. GIBSON SURVEY, ABSTRACT NO. 587, TARRANT COUNTY, TEXAS. 2 LOTS — 6.174 ACRES FEBRUARY, 2006 ZONED: CC COMMERCIAL OWNER/APPLICANT: ENGINEER/SURVEYOR:- NG;1NEER/SURVEYOR:GRAPEVINE GRAPEVINEAMERICAN. LTD. BURY + PARTNERS—DFW, INC. 1800 VALLEY VIEW LANE 5310 HARVEST HILL i HICKORY CENTER SUITE 100 DALLAS, TEXAS 75234 DALLAS, TEXAS 75230 (972) 991-0011 (469) 522-4200 TEL. CONTACT: BILL HADDOCK, R.P.LS. PLAT FILED IN CABINET SLIDE , P.R.T.C.T. DATE: SHEET 2 OF 2 a n EXISTING ASHLEY'S FURNITURE F_\30445—QI\44501MSPN.dwg modified bFy ,h—A of Prosed La -62.7 14,652 s FF=537.00 FUTURE 11 I I I © © © RESTAURANT I i W it "a ii t I 24' T8• TO• I i d T 24 ` 20' H (np) TTP I I II X6.5 b ' i h I i 24' —1 ' I I PI( I 9' IN (T1P) ( t t , i 1 I O\LV I 24• i 1 24! ' I RETAIL 22,125 st i LL IL 1 n @111 ------ I i I t i tw t NOTE COMMERCIAL USE REQUEST 0006-03 IS A REOUEST TO EATABUSH A PLANNED COMMERCIAL COLTER AND TO ALLOW FORA 40 -FOOT POLE SIGN, I t 1 BENCHMARK: 1 BM #7 = 539.70 L BOXCUT FOUND ON INLET t SW SOUTH OF STARS d STRIPESWAY T ON THE WEST SIDE OF F.M. 2499 IR THE SOUTHEAST CORNER OF THE *ROOMS TO GO PARKING LOT. C 20o6 VICINITY MAP NTS (MAPSCO GRID 1-S) (DALLAS) 0 15 30 45 BO I'-30° SITE DATA MASTER SITE PLAN LA -Z -BOY LA -Z -BOY BUILDING SQUARE FOOTAGE (TOTAL) . 14,652 SQ. FT. PARKING REQUIRED (1:200 SF) PARKING PRONGED 73 SPACES 79 SPACES BUILDING HEIGHT 31' FEET FUTURE RESTUARANT AN ADDITION TO THE CITY OF GRAPEVINE, BUILDING SQUARE FOOTAGE (TOTAL) I.SPACES PARKING REQUIRED (1:70 SF) JANUARY 6, 2006 PARKING PROVIDED 143 SPACES FUTURE RETAIL BURY + PARTNERS—DFW, INC. BURY + PARTNERS—DFW, INC. 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE loo BUILDING SQUARE FOOTAGE(TOTAL) DALLAS, TEXAS 75230 DALLAS, TEXAS 75230 PHONE: (972) 991-0011 PHONE: (972) 991-0011 PARKING REQINRED (1200 SF) 111 SPACES PAW(INGPROVIDED 147SPACES PARKING REQUIRED 284 SPACES PARKING PROVIDED (TOTAL) 369 SPACES ZONING: CC DISTRICT PROPOSED USE: RETAIL RESTUARANT COMMUNITY COMMERCIAL TOTAL SITE AREA: 6.174 ACRES CASE NAME: LA—Z—BO1 CASE NUMBER: 0006-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 211 & 3, GRAPEVINE VINEYARD MAYOR— DATE PLANNING AND ZONING COMMISSION C l DATE: SHEET:_OF_ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES CASE NO: SHFFT 1 09' 1 MASTER SITE PLAN LA -Z -BOY LOT 2, BLOCK B ZONED: COMMUNITY COMMERCIAL DISTRICT GRAPEVINE VINYARD AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, JANUARY 6, 2006 ER: CIVIL ENGINEER/APPLICANT: SURVEYOR: 'EVINE AMERICAN, LTD. VALLEY VIEW LANE BURY + PARTNERS—DFW, INC. BURY + PARTNERS—DFW, INC. 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE loo IKORY CENTER 115, TEXAS 75234 DALLAS, TEXAS 75230 DALLAS, TEXAS 75230 PHONE: (972) 991-0011 PHONE: (972) 991-0011 IE: (214) 631-1813 ACT: WIN BROWN CONTACT: SHERROD BIBB, P.E. CONTACT: DAVE DE WEIRDT, R.P.L& CASE NO: SHFFT 1 09' 1 E $ \ I I � i I I \ 214.00' _ w ss9 �_ --'-' ` — - - __ - - -- - --- -sag-- OG eAxRax _ 537 I LANDSCAPE K"AMNANNE �� • ^ . 2 Pro pp 9 ,. La -Z -Boy 1 14.652- -FF -537.00 LorAlm T 3z �zs• 18' 1 � __ s { _ N01 �•S EXISTING ASHLEY'S r.�a.: 1 - 190. FURNITURE FL I Ia'tl i f 41W f1'I I I -- �II I I -- - IF — -------- 1 I N. til FUTURE RETAIL 22,125sf 1 ,I: ss — B t ' � I Im F;\30465—Ot\445015PN,dwg modified by iR�t,41t'4�T0 &jt S!`SP 9—^ ,by rnomil at Feb 13, 2006 — 1:35pm SITE DATA LA -Z -BOY 2 LOT ZMLOCK S :1.537&. , 95,950 SQ. FL U Z -BOY ZONED: CC DISTRICT PARKING REQUIRED (1:M) 74 SPACES PARKING PROVIDED (TOTAL) 79 SPACES HANDICAP PARKING REQUIRED 2 STD' 1 VAN HANDICAP PARKING PROVIDED 2 STDl2 VAN SUBONG SQUARE FOOTAGE 14.652 SQ. FT. BUILDING HEIGHT 31, LOT COVERAGE 21.85% OPEN SPACE AREA 15.029 SO. FT. OPEN SPACE COVERAGE 22.44% ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED VICINITY MAP NTS (MAPSCO GRID 1—S) (DALLAS) 0 15 30 45 60 1'-30• CASE NAME: LA -Z -BOY CASE NUMBER: CU06-03 LOCATION. 3450 GRAPEVINE MILLS PARKWAY LOTS 2R & 3, GRAPEVINE VINEYARD MAYOR SECIREVARY DATE PLANNING AND ZONING COMMISSION DATE SHEET:_ OF_ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES S' `see SITEPLAN 2 U Z -BOY eeL�ti{ LOT 2, BLOCK B `sea GRAPEVINE VINYARD 7 ' 4 AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, JANUARY 6, 2006 OWNER: CIVIL ENGINEER/APPLICANT: SURVEYOR: _ GRAPEVINE AMERICAN, LTD. BURY + PARTNERS—DFW, INC. BURY + PARTNERS—DFW, INC. BENCHMARK, SM k1=539.70 1800 1800 VALLEY NEW LANE HICKORY CENTER 5310 HARVEST HILL ROAD, SUITE 100 5310 HARVEST HILL ROAD, SUITE 100 DALLAS, TEXAS 75230 DALLAS, TEXAS 75230 SO%CUT FOUND pYINLET S500'SOUTH OF STARSd STRIPES WAV ON 7HE NEST SIDE OF F.M. 2499 THE 5WiHEPST CORNEROF DALLAS, TEXAS 75234 PHONE: (214) 631-1813 PHONE: (972) 991-0011 PHONE: 991-0011 CONTACT: SHERR00 BIBS, P.E. CONTACT 9DAVE OE WEIRDT• R.P.LS. THE TtooMs rO ca PARKING LOT. CONTACT: LEW BROWN M E 0 ALL MATERIALS, CONSTRUCT" M ACCORDANCE WITH THE GOVERNING F PRL47ING AND AMENDMENTS - G E N E R A L SERVICES AND 0 N S T R U C T 1 0 N N 0 T E S T FDR ALL 23 TRAFFIC CONTRA: IT SHALL BE 71E RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP AND SUBMIT FOR APPROVAL BY THE GOVERNING STATUTES, AUTII0RITE5 A 7RAFF7C CONTROL PLAN. PREPARED AND SEATED BY A PRO73SITo ENOMEER UCT:N$CU ti THE STATE OF TEXAS OUTLINING ATTR TRAFFIC MARACEUENT PROCEDURES TD SE PRONGED OURNC CONSTRUCTION. TRAFFHC CONTROL MEASURES SHALL BE PROVIDED N PRTOV¢/�IEHi'S ACCORDANCE WITH THE FOLLOWING ADDITIONAL REQUIREMENTS: U TIGAn sUBSURfACE EXPIORAn THE RE51'ONSIBRUTY'OF TINE CONTRACTOR TO YAKENGSUdR SUOUNT OF DStraFA NK. IF ANY, IS "DOAS HE DEEMS NECESSARY 1p DETF7HMNE TIE NATURE OF THE MATERIAL TO INCONTERED. SO/E SlSS1RFACE EXPLORATION HAS BEEN PERFORMED DY THE CEOIECNIICAL INGNNEER CF RECORD ON 7FE PROJECT AND 6 PRONGED FOR NFORMAIONAL PURPOSES THE pEySYOPER AND ENGINEIOR LXSCXALM.ANY RESPONSIBUTf FOR THE ACOURACY; TRUE LOCAIKN AND EXTENT OF THE SCOURS NlFORMAt10N THAT H B HAS BEEN PREPARED DY OTHERS TIEY FURTHER OSCLAM RESPONNSIBILITY FOR NIERPHETAITON O' THAT DATA BY RHE CONTRACTOR, AS IN AS PROJECTING SOIL BEARING VALUES ROCR PR011ES, Sgl.S STABILITY AND TRE PRESENCE. LEVEL PJD EUC7ENT OF UNOERCROUNIp WATER. 4. 1DPOGRAPNIC' STRIVEN TOPOGRAPHIC SURVEY NFORMATDN SH01WY ON THE PLANS IS PRONAD FOR INFQMAl10NAL PURPOSES. THE CON1RACi.DR SHALL BE RESPONISDLE FOR YCIFING THAT RHE INFORMATION SHOYM S CORRECT. AND SHALL NOTIFY THE ENGINEER NAMEDIATELY aF RAY ERRORS, aSCREpMNCEg OR OlISSIONS TO IFRE SURVEV' INFORMATION FRONDED. CLAY CASTS NCIRIREO AS THE RESULT OF NOT IXNFIRMINC THE ACTUAL SIIRVEV' SHALL eE BORNE BY THE CONTRACTOR S COMPLIANCANDE WIRE UWA THE CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL. STATE AND FEDERAL LAWS INCLUDING ALL CODES, LATER ORDINANCES VER MENT ATICNiS APPUOABLE TO THIS CONTRACT AND THE WORI( TO BE WINE 1141KF1 EXIST OR MAY BE ENACTED TATER BY GOVERNMENTAL BCOIES HAVING .UPoSGICTION OR AUTHORITY FOR SUCH ENACTMENT ALL WORK REQUIRED UNDER THS CONTRACT SHAD. COMPLY WITH ALL_ RE%S"E RS OF LAW, REGl1UnON. PERMIT OR LICENSE, E THE CONTRACTOR FINDS THAT THERE ISA CONTRACT, HE SHALL IMMEDIATELY REPORT THIS TO THE DEVELOPER FOU RESOWTON. -11ONCE AND SAFEIN, IN ACCORDANCE SCIlY AND COMPLETELY RESPONSIBiE OR OpNOTI0H5 OFITH THE JOB SITE.AINCLIAXAL NCSA En! CONTRACTOR SHALL BE PERFORMANCE OF RHE YWIIC TITS REQJIROAENT SHALL M PROPERTY APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS NG MA7ERULS $TONED CN THE WNIIC SITE SHALL BE SO PLACED. AND THE WOW SHALL AT ALL. TRIES BE SO CO DUCTED, AS TO CAUSE NO GREATER OBS7RUCTON TO TRE 7RAV SITE PUBLIC THAN IS CONSIDERED ACCEPTABLE DY THE GOVERNING AUTHORI MAlER1AL5 IXCAVA A CONSTRIKTION O SIGNING AND BARRT14 5HA(y CONFORM WITH THE '19W (AS MANUAL ON UNIFORM TRAFFIC CONTROL OEM". AS CURRENTLY AMENDED. TEXAS DEPARTMENT OF IAKAHWAYS AND PUBLIC TRANSPORTAIION. BAND THE. THE CONTPORI(RACTOR. SHALL BE REQUIRED TO FURNISH BARRICADES, FLARES FUGMIN, EEC.. FOR THE PROTECTION OF THE PUBLK, EMPLOYEES E G THE CONTRACTOR SHALL PERFORM HIS WORK IN SUCH A MANNER AS TO CREATE A MINIMUM OF INTERRUPTION M TRAFFIC ALONG ADJACENT ROADWAYS. TWO WAY TRAFFIC MUSE MAINTAINED ON ALL ROADWAYS AT ALL TIMES THROUGHOUT CONSTRUCTION UNLESS WRITTEN PERMISSION IS GRANTED BY 7W GOVERNING AUTHORITIES. iY 0. ALL SIGNAGE. MARKINGS. Ud171NG. BARRICADES f AGMEN AND OTHER DEVICES AND PERSONNEL REWIRED FOR TRAFFIC CONTROL DURING CONSTRUCTION OF THE PROJECT COWL BE INCLUDED N THE CONTRACT AMOUNT. E ALL TRAFFIC CONTROL DEVICES USED DURING NIGNrnME SHALL BE RE}7ECA) ZED. ILLUMINATED FROM WiTNN OR EXTERNALLY ILLUMINATED. F. THE COITRACTOR SHALL NOT REMOVE PINY REGUU7OYRY SDN, INSTRUCGION L SIGN, WARNING SIN, STREET -NAME SKIN OR ANY SIGNAL. F TH CURRINRY EXISTS VWTHOUT TRE CONS E OF TE GOV . 1: AUMORIIES T THE CON7RACTCR SHALL MAINTAIN AND REPLACE HERE NECESSARY ALL SIGNS, LIGHTS MARKINGS PND TEMPORARY PAVEMENT r. THE CO RHE OR S7RUL M PERIOD. H 1E CONTRACTOR SHALL REMOVE AL1. TRAFFIC CONTROL MEASURES AT THE END OF CONSTRUCTION PJD RESTORE UNIMPROVED PAVEMENT AND OTHER aSnRBED AREA$ 70 TIENR GRANµ CONDITION. 24 ACCESS TO ADJACENT PROPE'RMM ACCESS ID ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED BY THE GOVERNING AUTHORITIES AND/OR DEVELOPER. 28 ACCESS ROUffS, STAMiNG METAS MD STORAGE AREAS: ALL PRIVATE HAUL ROADS AND ACCESS ROUTES AND THE LOCATION OF ALL STAGING AREA$ AND STORAGE AREAS SHALL BE SUBJECT TO RHE APPROVAL O THE DEVELOPER. THE CONTRACTOR SHALL BE RE:SPGASIAE FOR MANTALNNC MID REPAIINC ALL ROADS AND OIFHF.n FACNTIES USED DURING CONST ZM.M UPON COMPLETION OF THE PROJECT, ALL HAUL ROADS ACCESS ROADS STAGING AREAS AND STORAGE MEAS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT AT THE TIME THE CONTRACTOR COMMENCES WQRK ON RHE PROECT. 28�P OF CpA� 1gUC7gt1 EQIPII�In _ AT NIGHT AND DURING ALL OTHER PERIODS OF TWE WHEN FOUIPMFNT IS Nnr RED SHALL BE PLACED 50 AS NOT 70 ENDANGER THE WORK OR PREVENT.FREE ACCESS TO RLFREACO THE OEVFLOPEiR. THE VALVES CAS VAL HYDIRANi$, WATER VES. MANHOLM AND FIRE ALARM OR POLICE CALL BOXES NTE VICINITY. MARKERS AND LDH7S TO PROTECT TRUE OE\41.OPER, THEOOYF1iNBNC WiH10Rl wnre nexNRU:Aota, AND MARKERS MUST MEET TFE REDUIiEMEMA OF RHE COIERMNC AUTHORITIESTES' RECUUTIONS AHD itE OTER WORK. ALL BARRICADES, LIGHTS TWNDRESERVES 7HE RIGHT TO REMEDY AHY NEGLECT ON THE PART OF TLE CONiRAC1OR PATH REGARDS M THE PUBIC CONVENIENCE AND SAFETY WENCH MAY COME t0 RHE DEVELOPER'S ATHINTDN, AFTER 24 HOURS NOME l WIRING TO TE CONTRACTOR, SAVE N CASES OF EMERGENCY, WFIEN THE DEVET-OPER SHALL MTA 27, WATER FOR COPSiRINUITOpI THE CONTRACTOR SHA LMAKE MAKE THE NECESSARY ARRANGEMENTS FOR PURCHASING WATER FROM THE GOVERNING AUTHORITY FOR HIS USE ON THE PROJECT SITE COSTS ASSOCIATED HWTIH THIS SERVICE SHALL BE INCLUDED N THE CONTRACT AMOUNT HAVE TE RICHT TO REMEDY ANY NEGLECT WIDOUT NOME; AL1. N CASE, TFIE COST OF SUCH PORI( DONE BY THE DEVELOPDR SHALL BE OFDUC7FD FROM THEHONES DUE OR TO BECOME OE TIE CCN7RACTOR. THE CONTRACTOR SHALL NOTIFY 1E -DEVELOPER ANp TIE WVERIINC A7IFIOITiES N9iE11 ANY STREET IS TO BE CLOSED OR OBSTRUCTED; SUdi N07KE SHALL N TIE CASE OF MAJOR TfOR0U1GIHFNRES OR STREETS UPON YAICHI 28 1EMPORMY ELECRNC AHD OCMAAJPpf`A110N5 FOR 0t==;THE CO/1RACTOR SHALL MAKE RHE NECESSARY ARRMGEMENTS FOR NSfALUnON AW PURCHASING TRANSIT DY ME DEVELOPER OR 1HE GOVERNING AUIHORITES KEEP ANY STREET OU 5'TtEETS IN CONDITION FOR 1AO857RK7Ep USE BY EMEHLCENCY ..ERUCTS YkffAE THE CONM CTC2 S REQIIIRFD TO CONSTRUCT 1EAPORARY FOR CROSSING OVER DITCHES BRAXIES OR TO MAKE OAS OF TEMPORARY ElECTIC ARD CdB.RUNiCATI0N5 SERVICES FROM RHE GOVERNING AUTHORITIES FOR HIS USE ON TIE PROJECT SITE CO5T5 ASSOCATFD YAM THEE: SERVICES SHALL NCAIDED N THE CONTRACT AMOUNT. OR STREAMS. HIS RES'ONSIgN1TY FOR ACCN1ENi5 SHALL INCLUDE THE ROADWAY APPROA(L{ES AS NFU. AS THE 51RUCIIWES O: SUCH CROSSNCS. WELL AS THE 2A iEN�s ALL FENCES ENCOUNTERED AMp BEHOVED DURING CONSTRUCTION, EXCE HOSE DESIGNAIED 7. 510M1 YAV7ER POH.LU110N pREVINTOPH PIAN ((SWP3k THE CONTRACTOR SMALL COMPLY WRiH TFE CONOTKNS CO THE SYPS W9IlE fXNO1CiNC HIS ON RHE PROJECT: N ADAMN lb CONSTRUCTING THOSE HEMS IN TO BE REMOVED OR RELOCATED. SHALL O RESTORED TO THE ORICXNAL OR �T7ER THAN CONATION UPON COAPLEliON OF RIE PROJECT. WHERE WIRE FENCING, 07M MIRE TEMPORARY FEW, OR .VA SHALL 8E L1EC PU OF FTNCMR 10 THE CONTRACTOR G1RE)AOVED SET -F ER SIDE THE INCLUDES ON THE SA GN TIE PLAN SHEETS, COMPLIANCE tlAl}I THE SWP3 INCUD6 CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES (IDENTIFIED N THE SWP� DURING PROJECT CONSTRUCTION. yER TIE YA)HiK L5 NyT P! pR0OF IXE55, µD WTEN0. 7F,E SITE LS VACATED OME INGH7 AlI1/OR AT DILL tIMEs TC/ PREVENT PERSON$ AND/OR NESiOCK FROM INTERNG THE CONSIRU"ON AREA THE COST O FENCE RETAOVN. TOR AT A CLOSURES AND REPLACEMENT SHALL RE ESTocT B, PERMITS AND RHE CONTRACTCR SHALL SECURE AND PAY FOR ALL PER ITS AND LI ENSES NECESSARY FOR THE EXECUTON OF THE WOPo( MO SHALL FULLY COMPLY YAM ALL THEN TEN=S AND CONDITIONS YAENEYER TIE WORK UNDER IRIS CONTRACT REQUIRES THE OBTAINING PERMITS FROM;aC GOVERNING AU7 TIES. THE OONTRAC70F SINAL FURNISH N THE CONTRACT. 34 ORNVNAC: CUJINE]R WHERE EXISTING DRAINAGE CHANNELS ARE TEMPORARILY DISTURBED (R BLOgO_D DUIRNG CONSTRUC7tOJ, IT SHALL RESTORED TO 7FE ORIGINAL. CODIiION, GRADE AND. CRO55 SECTION B DIPUCA7E COPIES aF S(1CH PERA75 N TIE [EYE7.OPER BEFORE THE YOUR( COVERED THEREBY IS IS STARTED NO WORK COAL ALLOWED TO PROCEED BEFORE SUCH PERMITS ARE OBTAINED. AFTER CON57RUC71ON LS COMPLETED. 31. COORDNAnCI Tom OTERS N THE EVENT THAT OTHER CONTRACNRS ARE DORD A IMPACT FEES: ME DEVELOPER WILL PAY ALL IMPACT FEES APPLICABLE TO TIE PROJECT. WORK W THE SWE AREA SWIATANEOUSI.Y PATH THE PROJECT. THE CONTRACTOR SHHALL COORDINATE HIS PROPOSED CONSTRUCTION W17 THAT OF THE OTHER CONTRACTORS 10. BONDS PERFORMANCE, PAYMENT AND MAINTENANCE BONDS WALL BE REQUIRED FROM THE CONTRACTOR FOR ALL WORK CONSIDERED TO BE 'f'U%UC MNROVEMEN7S BOWS SHAT BEN THE FORM AND IN THE AMOUNTS AS REQUIRED O' THE WORK AND AOJACENT PRELCF STE I AS FREE FROM MATERDUNNC IAL. DEBRIS AND RUBBISH AS C:= S PRACTICABLE SHALL TIME& KEEP THE SITE BY THE GOVERNING AUTHOIIES 1HIS:E. VflAgR"S CFRiN1CA7HOH8 ALL MATERIALS USED N CONSTRUCTION SHALL HAVE AND ALL REMOVE SALE FROM MY PORTION OF THE STE F, IN 7HE OPINION OF RHE DEVELOPER, SUCH MATERIAL, OEM OR RUNISH CONSITIUIES A NUISANCE OR IS OBJECTIONABLE OF CONTRACTOR NIGER HIS ON RACT.O A VENDOR'S CERTIFIED TEST REPORT. TEST REPORTS SHALL DELVgiED TO RHE ENdNFER BEFORE PERMISSION WILL GRANTED FOR USE OF RHE MATERIAL. ALL VEIDCR'S TEST REPORTS SHALL BESHALL 10 RENEW BY RHE INGINEER, AHD SHALL BE SUBJECT 70 4QIFICA710N DY R WHERE SUFFICIENT FOR ALL SKIN COS TRACT FUNDS ARE AHLABLE FOR THIS PURPOSE, THE CONTRACTORORTHE SURETY ON THE lESTWNG O SAMPLES OF MATEIALS AS RECEIVID FOR USE ON THE PROJECT. NTE EVENT lIIR NAL TESA ARE REQXRED, THEY SHALL BE PERFORMED DY AN APPROVED NDEPE7NDQIT lESNNC LABORATORY APED SMALL � PND FOR DY TE CONTRAC7pR, 3S E7031ND ROADWAY$ TIE CONTRACTOR SHALL BE RESPONSIBLE FOR MANTAIINC THE CLEANLINESS OF EXISTING PAVED ROARS ALL COSTS ASSOCAID MTH MANTANNG 1E CFNIl1HES5 OF EXISTING ROADS SHALL BE INCLUDED N TIE CONTRACT AMOUNT. 12 lES11HR 71E IESiWC AND CONTROL OF ALL MATERIALS USED N THE WCRI( SHALL BE PONE BY AR NDEPDNDEDti IESMVC LABORATORY EMPLOYED AND PAID THE_ 5, STRSEOUENTY7ESi5 NECESSARY 7C1TC) IOEIFRFINE 7FE TABIUTY GF 3N. DUST OOPNTROL: TFE CON7RACTOt SIHAl TAE ALL PRECAUTIONS NECESSARY TO CONTROL DUST ON THE PROJECT SITE BY SPRINKLING OF KUNG WATER, OR ANY OTIHER METHODS APPROVED BY THE GOV4NNC AU7NORIi1FS, ANO SHALL PROYDE ALL ELXAPMENT AND PERSONNEL REQUIRED TO PREVENT DUST FROM BECOMING -A NUISANCE TO REE ADJACENT PROPFRIES PAJD BY THE MATER�iV�.S ORCOCONSNRUC710N SHALL �, FURNISHED AND PAID BY THE CONTRACTOR AS ORECIED BY THE DEYELCPEN. PAYUENT WW1 BE MAGE BY OEWCMON FROM PAYMENT ATE THE CONRIACTM 38 CFJLN-LP FOR FINAL ACCEPTANCE: THE CONTRACTOR SHAD. MAKE A FINAL CLEAN UP OF ALL TA NlECilOtk ICSI'ECiOM aF TFE PROPOSED CONSIRUC7KN IWII_ EE FRONDED BY THE 60VI:R1NG AUTIORIT6 PND��OR�, •T-H_E. DEVELOPER. COSTS FOR INSPECiWN SERVICES YALL BE PMD DY 71E DEVELOPER. THE CONTRACTOR S1AL1 PROVIDE ASSISTMICE TRENCH SAFELY. PARTS OF THE WORK BEFORE ACC PTAH BY THE DEVELOPER, THIS CLEAN. IAT SHAT INCLUDE REMOVAL OF ALL OM07MABE MATERIALS AND. N GENERAL. PREPARING THE SITE OF THE WORK N M ORDERLY MANNER OF APPEARANCE, BY •rtVYNl ..EI*l TON, OR 01H1EIR PCI( NECESSARY TO FACIIITAIE NSPECl10N ACTIVITIES ANO SHALL CYE SHWFiCENT NOTICE WELL N ADVANCE OF PEIDINNC CONSiRlKTION ACTIVITIES 70 TLE GOVE7INNO AUtH(IRTES MD/OR DE4E7.OFER FOR SCHEDUUNC a NSIPECTIOPi SERVICES 38 SAL OF DEFECTIVE MD LNAUBpRIffD WORe ALL WORK WiICH HAS BEFl! REJEC7E0 OR CONDEMNED SHALL � REPAIRD, OR F IT CANNOT BE IREPAIET SAIISFACTORLY. IT SHALL BE REMOVID AND REPLACED AT THE= REPA ED.ALS 14. SHOP ORAWNQS 1NE CONTIRACIR SHALL REDATA BY TLE GOVERNING AUTDRI71E5 AND DC7 CONTR DOCNNEN E CON7RACTOF'S EXFENM DEFECTIVE SHALL BE IMMEDIATELY REMOVED FROM THE WORK STE WORK DONE BE'/OHD THE UAE OR NOT N CONFORWTV WITH THE GRADES SHOWN RI THE DRAWINGS OR AS PNONDIb, WOW DONE WH7HOUT REQUIRED NS+ECTOW. OR ANY EXTRA OR UNCLASSIFIED WORK DONE WITHOUT' N ACCOEDANCE 1MiH�HTFJH�1 28COT F THE STMp SPECIFTCATONS FOR PUBLIC WORKS CONSTRUCiKkN, NOTRTH CIN7RAL TEXAS -NORTH CENTIRAL TEXAS COUNCL OF GOVTUINMENT. WRITTEN AUTHORITY AND PRIOR AGREEMENT N WRIIWM. AS TO PRICES, SHAD_ BE AT THE CONTRACTOR'S RISK, AN) WALL BE CONSIARED UNAU7NORIZED, AND AT THE OPITON O TE MAY NOT BE MEASURED AND PND FOR AND MAY 18 9lINVEYNO ALL SHALL PRO+AOE RHE SIR YNG REQUIRED FOR CONSTRUCTION STRONG SHALL [E THE R£SPgHSDtUiy O TFE CONTRACTOR. RHE DEVELOPER PROPERTY CORNER$ MD TWO BNCMARKS FOR USE AS HNORIZONTAL nOPER BE ORDERED REMOVED AT THE CONTRACTOR'S EXPENSE UIF'ON FAKURE OF RETE CONIRAC7OFt TO REPAIR SATISFACTORILY OR TO REMOVE AND REPLACE, IF SO OIREC7ED, REIEC7ED, UNAUTHOR2tD OR CONDEMNED WORK OR MATERIALS BN:fEAATFLY AFTER RECflVI1G NOTICE FROG/ AND 4ERTK;AL OAIUM. THE C(NTRACTOTt SHALL FA1fM.0Y A REdSTERFp PROFESSIOfLV.. LAND SR4EYOR TO PERFORM All AOpITWNlAL Sl1RYEH; UYOUT AND MEASRELHETNT WORK NECESSARY FOR INE COMPl.E110N OF 1FE PRO.ECL RHE OEYELOpER, TE DEVELOPER COWL AFTER GIVING WRT1IN NOTICE 70 THE CONTRACTOR, HAVE RHE AU7{K+RI7Y 70 CAUSE OFFECIR£ WORN tb BE FIEMEDED OR REMOVED AND REPLACED. OR 76 CAUSE UNAUTHORUZEp WORK TOREMOYED MW TO DEDUCT THE COST THEREOF FROM W1& PAOIECDON OF PROPERTY CORERS AND BINgB(APoC4 THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS AND Da"U RES AND M41EM ANY SUCH MARKERS OR MBLIC SU S ARE N DANCER CF KENO OSTIRBEp, THEY SHALL BE PROPERLY REFERENCED AND E DNSNRBED SHALL RESET BY A REGISTERED PUBIC SURVEYOR AT THE CONTRACTOR. ANY MALES IDLE OR TO BECOME BLE THE 37. DISPOSrnON AND DISPOSAL OF= AND UNSUITABLE MATERIAL& AL MATERIALS TO BE REMOVED FROM THE SITE INCLUDING, BUT NOT UNITED TO EXCESS MATEFIA. AND IRASIATABUE MAIM SIKH AS CONCREE, ASPHALTHET, LARGE HAL EXPENSE OF. THE CONTRACTOR. 17. EXISTING 57RUCTRWEg THE PLANS SHOW 7FE LOCATM OF ALL KNOWN SURFACE AND SUSSINFACE - ROCKS RI]FUSE, AND OTHER OEBRI5 SHALL BECOME RHE PROPQRTY OF THE CONTRACTOR ANW SHALL DISPOSED OF OUTSIDE LIMITS OF TIE P.iQECT AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHAT ALSO COMPLY WHTH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF AND ENGINEER ASSIBE NO WS'ONSIBN77Y FOR fA1LURE 70 StHOW ANY OR ALL O- 7FESE 57RUCTIlRES, IDWEVtR. RHE DEVELOPER THEM IN LOCATION. SUCH FAILURE SHAM NOT BE CONSIDERED S FFICEHT BASS THEIR OR DEBRIS WHILE DISPOSAL SITE E TRANSPORTING TO A FO FOR CWMS �ORFOR ADA7KNAL COMPENSAT OR EX7itA WOW OR FOR NOEASNO 7}E PAv QUANTITAS N MY MANNER YAHAISCTEVER, UNLESS TFE.OBS7RUClIpN ENCOUNTERED S SACH AS TO REOURE CHANGES N TFE TUNES OR GRADES. OR REQUIRE THE CONSiRUC1I0N OF SIPECAL WORIC, 38 �EDBNG+ THE CANIRAC70R SNANl PROVE SEEDING. WA7FRINC, FERnU7UN0 Alp gEOUNED MAINTENANCE FOR THE GRASSING OF ALL UPAYID AREAS OF OED &M NIGHT -CF -WAY. EASEMENTS ANW AL On1ER ASTURBED AREAS FOR WHICH PROVISIONS ARE HOT MADE N THE PLANS 18 PR01EC11pN OF F30gII1G UWTIM AS REQUIRED By 'THE TEXAS OF CONSiRUCT10N NOT COWED BY RHE LANDSCAPE PLM FOR THE PROJECT. SEEDING SHAT ALSO BE FRONDED N CXNFORNANQ IW7H THE REDUAROAEM75 aF THE PROJECT STORK WATER PODU7RH PREVENT"N PLAN N ORDER M ESTABLISH A GRASS COVER aS1AY8ED UNDERGROUND FAa UTY-DAMAGE PREVENTION AND SAFETY ACT. TEXAS ONE CN.1: SYSTEM MUST 8E CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS BEND PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY W CONTACT TEXAS ONE CALL SYSTEM, SURFACE -ON AREAS SUBJECTED TD RHE EROSION CO TE SOIL THE LOCATION AAD GOHFNSIONS SOWN ON THE PUNS RELATIVE TO DOS71NG UNITIES ARE BASED ON THE 8E5T RECORDS AND/OR FIELD INFORHATION AVAIUBIE' AND ARE NOT GUARM7EE0 BY THE DEVELOPER 3A RECOim DRAWINGS THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD Of THE INSTALLATION OF ALL MATERIALS AND SYSTEMS CON3HlI BY THE PROJECT CONTRACT DOCUMENTS. - THESE RECORD PRINTS WILL BE RENEWED BY THE DEVELOPER EACH MONTH PRIOR TO THE PRELIMINARY REVIEW OF CONIRACTORY REQUEST FOR PAYMENT. IF THE DRAWINGS ARE NOT OOMPLM ACCURATE OR ENGINEER TO BE ACCURATE AS TO LOCARON AND DEPTH. iT SULL BE 7FE CONTRACTOR'S RT HE MAY NEGOTIATE VTE Su LOCAITONS OF ADJACENT AND/OR CONFLICTING UTILITIES 511FFICIN7LY N ADVANCE OF MS ODER.INAT HIE YAY NECOTiAIE SUCH DUCAL ADJUSTMENTS AND UP -TO DATE, THE DEVELOPER WILL NOT ACCEPT THE PAYMENT REQUEST. THE COMPLETED SET OF 'RECORD' DRAWINGS ML T BE DE11VfliED TO RHE DEVELOPER BEFORE IRE WILL NO FINAL T TRENT. CLEARANCES AS NECESSARY N TIE CONSTRUCTION PROCESS TO PROVIDE ADEQUATE THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS NN ORDER TO PROTECT ALL EXIS7NO UNITES, SERVICES AND STRUCTURES ENCOIWlTFRED, WNETER NOT THEY ARE NIXCAIED ON TME PLANS ANY DAMAGE 70 U79JTES RFSNR ePFRanrwS Suerr 0. BE LIABLE FOR DAMAGES DUE TO DELAY AS A RESULT OF THE ARE DAMACIE 70 E1047INi FMRL7E'S RLI. U7II71E5, PAVEMENT. SIDEWALKS -AUS, FENCES ETC. NOT DESIGNATED TO tE RETMOYED PUT THAT ARE DAMAGED AIRING CONSTRUCTION ACRNnES SHALL REPLACED TOA CONDITION AS DEW AS OR SIGNER THAN TIE EMo%EDNS PRIOR TO STARTING THE WORK, SOLELY AT THE EXPENSE OF iHHE CONTRACTOR 2(L FIRE AND LIFE SAFETY SWSIDIS CONTRACTOR SHALL NOT REMOVE, DISABLE OR DISRUPT EXISTING FIRE OR LIFE SAFETY SYSTEMS WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY 21. "T"SANITY R SHALL DE RHE RESNUNSBNItt OF TRE CONPRACTOR TO PROVIDE AID MAMANN A VIABLE 7RENCN SAFETY SYSTEM AT ALL TIMES GURIND CONSTRUCTgN AC7WTRES. TNIE CONTRNCPOR 6 ORECIED TD BECOME KILO-LFDGEABLE AND FAMILWR WITH THE STANOADS AS SET BY RHE GCCNPATDNAI,'SAfEtI' ND HEALTH NWWNISIRA7DN ( ARID THE SPATE aF TEXAS TAW PROFF.�dNAI. EHdNEER 110ENSED N TIE STATE FORL7HE IMPLEM OFTKN SAFELY CONPf q. MEASURES,MMFETNO TIE A REQURENENIS OF TIE OCWERMNNG AURORRES 7}N7 CALL BE N' E7YtECT DURING 1FE PERKD O' CX)NSLR)CiplN OF TFE PROIECf. 2L SATIETY RFSIRICTDNS _WORK HEAR Ildl VOLAF.E lNN6: RENT FOLLOWrNG PROCEWRES WILL. BE FOLLOWED REGMaNC RHE_ SUBJECT REM ON 71IS CONTRACT BE A A WARINING SIGN NPT LESS TF1AN FINE NI:INS BY SEVEN INCHES PANTED YELLOW WITH BACK LETTERS TMT ARE LECIBE AT /2 FELT SHALL SIMILAR APP TT T VEHK2ES SI1OI AS WANES. DERRICKS, POWER SNOVIIS, DRILLING RUGS PLE DRIER. IHISLE A E12 FE EHf OR MCN VOLTAGE LINES.- WAR" ' STALL READ AS FOLLOWS 'WARNING - UNLAWFUL TO OPERATE TNS EQUIPMENT WITHIN SDI FLET OF 8 EQUIPMENT TNT MAY BE OPERATED WNfHN REN FEET OF N H VOLTME, LINES SINAL WAVE M NSIU7WO CAGE -TYPE OF GUARD ABOUT 7FE BOOM M ARM. EXCEPT BACIODES OR OFFERS. AND NSUUTOR (INKS IN THE LIFT NOOK CONNECTIONS. C. WHEN NECESSARY TO WORK YAiHIH S)I FEET OF HWJH VOLTAGE ELEC7FUC LINES, NOTIFY THE POYIFR COMPANY WFD WILL ERECT 7EMPOWRY FINE ENOTIFYING DEPARTMENT WALL MAINTAINANACCURATE LOG OF ALL SUCH CALLS TO y SHALL B ACT THE AND SHALL Rzl ACTION TAKIN N EACH CASE. 0. TCONTRACTOR REQUIRE) TO MAKE ARFANCENENTS WITH THE POWER COMPANY FOR THE TEMPMARY RELOCATON OR RASING OF WON S ED OLTAGE LINES AT THE CONTRACTORS SOLE COST AND EXPENSE. E. NO PERSON SCOWL WORK W M SX FEET OF A HIGH VOLTAGE UNE WNHWT PROTECTION HNNNQ BEEN THEN AS WnMED IN PAKARApH CTI ABOVE. F\ -'DL. T\A45'"`Md" --&fW M d -W M Feb 13, 2005 - 134PA L E G E N D E7QSIWiG. PROPOSED fu FUTURE p PIroPM LAE ---- - N/A COD ; FINSN FLOOR EIFAOIDN c~`y qLnI� SPOT 1EIZATWN N/A 0. CURB ...___. -max... __ = s = _ c�d ASPHALT FNVEMINPP .... _ __ _. -�-�- WA P+•1 = ems, -. 1 Imps" T RIDGE Lw W SWINE - VALEY QUTER ............. "'•'- - -p- N/A tl m E'e CONTOUR ERIE ._ _ _ .__ •�-•�NiSJ 579 % r na F STORM DRNPI _ _. _ _ .- ._ - A W STORM DRAIN MANHOLE _._- CSB INET_._..._.I.::i.-'---1.-- CURB ROM --�.__ o is IN GRATE ET N/A *, tia TWTFR ERNE ....._ ., ,r ...... Nw 8-W _ - SFEAROD 9188 A FINE HIYDPIYNP R/p 8442 0 POURER WLVE __. _._...... 'T N/A M11ER METER BAC +� ® WAI, 9 NS CONTROL„ N1LVF ,v N/A N/A WWe3y� a e. IRRIV1 IOH METER PVAQ) WA z BACOTDW PREYVOER ,Ty N/A OEICAQR CHECK ,- ® H/A Z AA IPRY SE7RR LAVE SRRARY SEWR MANHOLE _ .._. 1 �•''+.. ,�,. _ -. _� ._ _ OARLE CLEANOUT co LIGHT POLE * H(/A //YyP�� Li. Z POWER POLE SET N/A W DANA BUY !- N/A }^ (- \/Z/ SIGH.�... yyi,,, N/A .WV U� ACCFS56lE PARIAH, L?N/A ® WIN ACCESSIBLE PAR" d 6L VAN N/A p> �® REMIBWILL L FSA /Yq�.m W W WOW recE SCREEN WWI. FENCE WA ,..,®der M CC 0 Q .. ..�.. ,._ _ _ N/A Z CHIN LINK FENCE _, _.._..-�,..-- o -v- NAA Z WERE FENCE .._'>._____<.__-�.-�P- N/A z TREE N/A N/A //t \.i OVERHEAD "RES N/A N/A OVERHEAD EIECiRC TAE -- ,... __--_ CE N/A OYHIIFAO IEI.EPHg1E UNE -OR- N/A y J) UDERWOND ETBCHRIC LINE - "--., .. ___._ {ICE N/A Q ;. UNDERGROUND TELEPHONE UNE ...__ ..,,.;, _____ --RIOT- W/A x . UNDERGROUND CABLE UNE _.. _. _.C.,.:::.__.__ CVOV N/A• Ltj • ' ELECTRIC METER 'z9 � N/A m `. EL192100 SNTAOFMR 'YJ ® N/A W GAS ME" ® N/A U ® GAS LiLINE._.... - _.__ -- G -�- WA 'J ®. AR CONDITIONING UNIT FLAG POLE :;; ® ® W/A m Iy. ' J tr m F N/A VR o , v 80LLNLD BENCHMARK cy- $ • N/A N/A Ic'!0 ' BOREHOLE 4: WA WA � ; ® JI ABB R E V I A T 1 0 N S - ® (>- Z J AWN ASPHAILT FW FINE WATER OCEN ON CENTER FARE WAY Be BACK OF CURB G GAS - B -B BACK TO BICC OF CURB C ORATE INET ONE R OVERW D ELECTRIC RADIUSW.E.. (- M<M BM BENCHMARK HNA am URETER RCB CONCRETE BALI . cr- SIN ew B010M OF WVYL CABLE TV NOPE MGH DENSLY PCLTEnMx E PEPS RC CURB INIET - Q - CFS CUBIC FEET PER SECOND HNA, HNIA: HFAtWWU. HOT MIL ASPHALM CONCRETE RCP RCCP NAfDRCED CONCRETE PIPE CONCRETE d ANS MEET NOW NOF90NTAPIPE OVLINDRCED CMP CDS MM PINE HP HIGH PONE POW WINFOR(ED CO CEVIWT MWD NIFONNG, 1AiH1I/AON ND AL ROW RDCE LINE RIGHT OF WAY m CONC COMET CONOREIE CONSTRUCT NRR MRIGAIMON RT RIGHT CL CENTER INE 40 JUNCTION INA( SF SQUARE :FEFZ DOD DIA DOABLE C2FAOUT OAMEIFR a LF JOINT U M FELT ED so SWAM (RANI SQUAME pI o Q DP 0l1CUE NON PPE LP LOW PONT IS SANITARY SEWER 3q b U(1 OW DOMESTIC 1NUER IT LEFT STA STAl10N O0O WIN SY SQUARE YARD aa is L GR EL EMH EIEVAIIOH EDGE RICOF MANHOLE APPIICABlE GO N I,rOj EP EDGE OF PAVEIAEINF NG PC M ;TuRAL NROLRO (H70STNS) PONT OF C NNOURE lO OF CURB d ED" t0 /, C Z EX EXISTING; PCC POMP OF COMPOUND CwholuRE To TW TOP OF GROUNDQO' TELEPHONE C ED F -F FACE OF CURB NICE W FACE di CURB PI PTY POND OF NPERSEOIgN POST Y1LVY Toe WHILE IOP of aAMc � °/ N o O Gx b W FFE FINISHED FLOOR QV#010N IIIGTOR TOB ICE OF SLOPE CS V 1Q RH fPE WDRFNT PL PROPERTY LINE 1P TOP OF PAVEMENT FM FORCE WN PP POWER POLE IW TDP OF WAIL SHEET FD FIBER OPTICS PRC POM OF REVERSE CRIWI W TVP TYPICAL FP FNISED PAD FLIT PER SEOOHD � PROPOSES T USE UAERQOUI) ELECTRIC CLAY PIPE R. R. FLOW LRE ____._ PNC PVMf P1ILWIML CLNDRIE PPE RVFFMIEM W W VAM WIOFR VYLVE 1® E, F - - _ N01'46'57"E - 212.00' 10' UTILITY EASEMENT X . ---- ------ -- ------------- . NR COISR - _--- WT BARRIER - ' � � 25' BUILDING SETBACK ;, FREE j k�j b 1 b 4 A O 36' L t SPA 09'-W 9C PtiRbNc V.A. VAN VAN k I 19 1 40' POLE SIGN M SEMACK �� _ a N01'46'57W _212.00' _ I. 172.00' ) � ' 40.00' I; v. ■' s s v v SPA O 9' I Zr Q a I a Ir—= = i - L' O LANDSCAPE PLANTER LANDSCAPE' HANil7Z LANDSCAPE PLANTER r;. .•I f o d o r'GO o Proposed $' -- La -Z -Bo N_ o y 14,652 sf 6 I a FF=537.00 ri a I W I' O 1 — �, -- -- I I gr t z rr o SP - o v iII � I I 1,111 _ - _ N01 *57"w II I los 172.00' - - - - -- I II ' glow �\ o ''57 " w 22.00 V-0 172.0 "WS01'4657 1°90.00 46 17T, - - 1! J s 'E EIRB FREE EDGE CURB FREE EDGE It" t i I 1 I �qI 1VIM�' PALM C u I Y I I r FUTURE PAWQXi 1 I d 'I I m.M d b rhpmil at Fab 13. 2006 1:11pm F:\10445-3044Sy _ CAUTION!! I. S TO CONTACT TERAS OW -CALL 7 511 osis) OR 01HER uixttY 4 ACT A I !EAST M P ARS PRIOR R) i AC FMX BURYWX A MARINERS S TING NREPRWECT AREA PW FCR EXA4T LOCARONS OF UT9flES ON ALL DIMENSIONS SHOWN ARE TO FACEOF i S HERROO ■BB CURB UNLESS OTHERWISE NOTED Fit 88442 L Z A3 oL GENERAL NOTES- LAYOUT & DIMENSIONAL CONTROL Q 1. GEERAL CONSTRUCTION NOTES REFER TO SHEET C1.1 •GEFIERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS' FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT, 2 SUtVEYBIR ALL SURVEYING REQUIRED FOR CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE v/ CONTRACTOR. THE DEVELOPER SHALL PROVIDE THE PROPERTY CORNERS AND TWO BENCHMARKS FOR USE AS z HORIZONTAL AND VERTICAL DATUM. THE CONTRACTOR SHALL EMPLOY A REGISTERED PROFESSIONAL RAND SURVEYOR TO PERFORM ALL ADDITIONAL SURVEY, LAYOUT AND MEASUREMENT WORK NECESSARY FOR THE COMPLETION OF THE PROJECT. Z W & PROTE'CIM OF PROPERTY CCS AND BENCHMAPofS THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS AND BENCHMARKS. AND WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF BEING DISTURBED. THEY SHALL BE PROPERLY REFERENCED AND IF DISTURBED. SHALL BE RESET BY A REGISTERED PUBLIC SURVEYOR AT THE EXPENSE OF THE CONTRACTOR cccc A DIMENSIONAL. CONTROL: ALL PAVING DIMENSIONS AND COORDINATES SHOWN ARE TO FACE OF CURB WHERE APPLICABLE. ALL DIMENSIONS SHOWN AT PI CURB POINTS ARE AT THE INTERSECTION OF THE FACE OF CURB. Z Z Z & CURB RADIA ALL CURB RADI SHALL BE 2' TO FACE OF CURB UNLESS OTHERVMSE NOTED. 9. BHADRD D ON$ 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 O N a Wx W m j �C W }- ®Uin ai" N m O N®tJ aI Z Z3 cr a b O O g a c o � M M0 v k / z« O G Y ! V SHEET BENCHMARK: BM 91 = 539.70 BORCUT FOUND ON INLET = SW SOUTH OF STARS R STRIPES WAY ON THE WEST SIDE OF F.M. 2499 @ THE SOUTHEAST' CORNER OF THE ROOMS TO GO PAAMNG NAT. ■ f0' tIIILRf-kks isw 25' BUILDING `S�MACK I C36.60 GT36.10 T 53 d'. 7''- 7 5.75 G I \ 1 535' O I Q 540' 6.70 IGS/."LO T 39• 6.35 II N uo i; M 99 534'i 535' !co 00 j 53=1- _ p Pro osed 5 La -Z -Bo 14,652 Sf . I ' 6 C36.9 j1i I 6.96 53s FF=537.00 3s. 1 1 1 I 2.90 I I. ' I� a GT32.2 I II, (� TC32.45 I , j. GT31 95 ( I � Gi31.45 I - TC31,65 I TC31 I I , z I ( I 0.90 i < i .55 .' I N I€ b modified by rh-1 aL Feb 13. 2006 1:33pm 2.80 -T- j;,,_ I I I 1. GENERAL CONSTRUCTION NOTES.` REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL SHERRW I OW 1 e 42 \1 nk-00, TC34. GT34 I $ o a CAUTION ±± �� �uA TC34.18 GT33.68 Q� li f WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS, -T- j;,,_ I I I 1. GENERAL CONSTRUCTION NOTES.` REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL SHERRW I OW 1 e 42 \1 nk-00, TC34. GT34 I $ o a CAUTION ±± �� �uA TC34.18 GT33.68 Q� TC33:98 3348 , TC33.64 GT33,1 WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS, JAIG73 :440 v 2.5 132.5 TC32.85 G13 .40 1 1 - 190.00' - I 5.7 or 5.7 r p 00 I 501-46'57"W_ 2200 c !t rJ i I I GENERAL NOTES- GRADING 1. GENERAL CONSTRUCTION NOTES.` REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL SHERRW I OW 1 e 42 CONSTRUCTION NOTES FOR THE PROJECT. 2 UNDISTURBED AREAS PRIOR TO GRADING, BRUSH REMOVAL, OR SITE CONSTRUCTION. THE CONTRACTOR SHALL MEET WITH THE DEVELOPER AND/OR $ o a CAUTION ±± �� 1 TESTINOk ALL EARTHWORK OPERATIONS SHALL BE OBSERVED AND TESTED ON A CONTINUING BASIS BY THE GEOTECHNICAL ENGINEER FOR CONTRACTOR IS TO CONTACT TEXAS OFA -CALL sTSTOM (1-rpo-z4s-+scs) aR oTNET: WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS, LOCATING SERVICES AT (EAST 46 HOURS PRIOR TO CONSIMJC'RON ACIMIES &TRY i PAR7NFR5 6 C STRIPPED OF VEGETATION, TREES, ROOTS, STUMPS DEBRIS AND OTHER ORGANIC MATERIAL THE DEPTH OF STRIPPING IS ESTIMATED M BE ON THE ORDER 4 O NOT RESPONSIBLE FOR KNOWING ALL EXISTING NA OBSERVATIONS. STRIPPED TOPSOIL SHALL BE STOCKPILED IN A LOCATION ON-SITE APPROVED BY THE DEVELOPER. ALL TREES INCLUDING STUMPS AND ROOT SYSTEMS VEGETATION, DEBRIS AND OTHER OBJECTIONABLE MATERIAL SHALL �y " Try = OEPOIINGIN THE FOR IONS OF UTILITIES ON 0 10 20 30 40 THE EXACT LOCAA= 7HM DRAWINGS. SHEET MATERIAL SHALL BE INCLUDED IN THE CONTRACT AMOUNT. BENCHMARK- ENCHMARKSM 1•x20• a & PROOF ROLLM UPON COMPLETION OF STRIPPING OPERATIONS AND PRIOR TO PLACEMENT OF ANY FILL MATERIALS, THE STRIPPED AREAS SHOULD BE yy g OBSERVED TO DETERMINE F ADDITIONAL EXCAVATION IS REQUIRED TO REMOVE WEAK OR OTHERWISE OBECTONA9LE MATERIALS THAT WOULD ADVERSELY "'l AFFECT THE FILL PLACEMENT. THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. SOFT OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. PROOF ROLLING SHOULD BE PERFORMED USING A HEAP PNEUMATIC TIRE ROLLER, LOADED DUAP TRUCK, OR 0 SIMILAR PIECE OF EQUIPMENT WEIGHING 25 TONS THE PROOF ROLLING OPERATIONS SHOULD BE OBSERVED BY THE GE07ECFM6CAL ENGINEER OR HIS REPRESENTATIVE <M 7, UNSTABLE MATERIAL• WHEN CLAY OR OTHER UNSTABLE MATERIAL IS PRESENT IN AREAS OF PROPOSED BUILDING PADS OR PAVED AREAS THE a: GEOTECHNICAL ENGINEER SHALL OBSERVE THE STABILITY OF ANY EXISTING CLAY OR WEATHERED MATERIAL THAT IS PRESENT IN THE SUBBASE, AND SHALL (R DETERMINE WHETHER ADDITIONAL EXCAVATION OF THESE MATERIALS WILL BE REQUIRED, F THIS MATERIAL IS DEEMED SUITABLE FOR SUBBASE MATERIAL, vv GENERAL NOTES- GRADING 1. GENERAL CONSTRUCTION NOTES.` REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL SHERRW I OW 1 e 42 CONSTRUCTION NOTES FOR THE PROJECT. 2 UNDISTURBED AREAS PRIOR TO GRADING, BRUSH REMOVAL, OR SITE CONSTRUCTION. THE CONTRACTOR SHALL MEET WITH THE DEVELOPER AND/OR ,®A�IONAL e ENGINEER AT THE SITE TO ASCERTAIN THE AREAS OF THE PRO ECT SITE THAT ARE TO BE PROTECTED AND PRESERVED. REFER TO THE 'GENERAL TREE PROTECTION NOTES' FOR ALL CONSTRUCTION IN THE VICINITY OF EXISTING TREES. �� 1 TESTINOk ALL EARTHWORK OPERATIONS SHALL BE OBSERVED AND TESTED ON A CONTINUING BASIS BY THE GEOTECHNICAL ENGINEER FOR CONFORMANCE WITH THE REOUIREL/ENTS SET FORTH IN THE GEOTECHNICAL STUDY PREPARED BY PROJECT NO. - DATED WHICH IS MADE A PART OF THESE CONSTRUCTION DOCUMENTS, 4. STRIPPING AND DEBRIS REMOVAL" THE BWDING PAD SITES, AREAS TO BE PANTED, AND ALL AREAS THAT ARE TO RECEIVE FILL MATERIAL SHALL BE C STRIPPED OF VEGETATION, TREES, ROOTS, STUMPS DEBRIS AND OTHER ORGANIC MATERIAL THE DEPTH OF STRIPPING IS ESTIMATED M BE ON THE ORDER 4 O OF SIX (6) INCHES IN ORDER TO REMOVE THE SURFACE SOIL CONTAINING ORGANO MATERIAL THE ACTUAL STRIPPING DEPTH SHALL BE BASED ON FIELD " NA OBSERVATIONS. STRIPPED TOPSOIL SHALL BE STOCKPILED IN A LOCATION ON-SITE APPROVED BY THE DEVELOPER. ALL TREES INCLUDING STUMPS AND ROOT SYSTEMS VEGETATION, DEBRIS AND OTHER OBJECTIONABLE MATERIAL SHALL U BE REMOVED AND DISPOSED OFF-SITE. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS GOVERNING SPILLAGE OF DEBRIS WHILE TRANSPORTING TO A DISPOSAL SITE ALL COSTS ASSOCIATED WITH DISPOSAL OF SHEET MATERIAL SHALL BE INCLUDED IN THE CONTRACT AMOUNT. BENCHMARK- ENCHMARKSM & BURIM BURNING SHALL NOT BE PERMITTED ON THE PROJECT SITE UNLESS APPROVED IN WRITING BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. a & PROOF ROLLM UPON COMPLETION OF STRIPPING OPERATIONS AND PRIOR TO PLACEMENT OF ANY FILL MATERIALS, THE STRIPPED AREAS SHOULD BE V OBSERVED TO DETERMINE F ADDITIONAL EXCAVATION IS REQUIRED TO REMOVE WEAK OR OTHERWISE OBECTONA9LE MATERIALS THAT WOULD ADVERSELY "'l AFFECT THE FILL PLACEMENT. THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. SOFT OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. PROOF ROLLING SHOULD BE PERFORMED USING A HEAP PNEUMATIC TIRE ROLLER, LOADED DUAP TRUCK, OR SIMILAR PIECE OF EQUIPMENT WEIGHING 25 TONS THE PROOF ROLLING OPERATIONS SHOULD BE OBSERVED BY THE GE07ECFM6CAL ENGINEER OR HIS REPRESENTATIVE <M 7, UNSTABLE MATERIAL• WHEN CLAY OR OTHER UNSTABLE MATERIAL IS PRESENT IN AREAS OF PROPOSED BUILDING PADS OR PAVED AREAS THE a: GEOTECHNICAL ENGINEER SHALL OBSERVE THE STABILITY OF ANY EXISTING CLAY OR WEATHERED MATERIAL THAT IS PRESENT IN THE SUBBASE, AND SHALL (R DETERMINE WHETHER ADDITIONAL EXCAVATION OF THESE MATERIALS WILL BE REQUIRED, F THIS MATERIAL IS DEEMED SUITABLE FOR SUBBASE MATERIAL, vv THE SOBGRADE SHALL BE SCARIFIED 70 A DEPTH OF SIX (6). INCHES ITS MOISTURE CONTENT ADJUSTED ASRECOMMENDEDBY THE GEOTECHNICAL ENGINEER, AND THEN RE -COMPACTED TO ONE HUNDRED (100) PERCENT OF THE OPTIMUM DENSITY DETERMINED BY THE STANDARD PROCTOR JEST ASTM 0 - 696 PRIOR TO PLACEMENT OF FILL MATERIALS. & 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 DIMEHSICN WITHIN 15' OF PROPOSED SUBGRADE ELEVATION, LESS THAN 6 INCHES IN SIZE FROM IS" TO 36" OF PROPOSED SUBGRADE ELEVATION. LESS THAN 12 INCHES IN SIZE FROM 36' TO 72" OF PROPOSED SUBGRADE ELEVATION, AND LESS THAN 18 INCHES IN LARGEST DIMENSION FOR FILLS IN EXCESS OF 72" FROM SUBGRADE ELEVATION, WILL BE ALLOWED AS ACCEPTABLE FII. MATERIAL ROOK FILLS SHOULD BE SUPPLEMENTED WITH A SUFFICIENT AMOUNT OF FINE MATERIAL TO PREVENT VOIDS SONS IMPORTED FROM OFF-SITE FOR USE AS FILLSHOULDBE APPROVED BY THE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHOULD BE PLACED IN LEVEL, UNIFORM LIFTS, WITH EACH LFT COMPACTED TO THE 'h V i MINIMUM DRY DENSITY WITHIN THE COMPACTION SOIL MOISTURE RANGES RECOMMENDED. THE LOOSE LFT THICKNESS SHOULD NOT EXCEED 10 INCHES EACH LAYER SHOULD BE PROPERLY PLACED, MIXED. SPREAD, AND COMPACTED TO BETWEEN 95 AND TCO PERCENT OF STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D 69& X 9. PROPOSED GRADES THE PROPOSED CiON70URS INDICATED ON THE GRADING PLAN ARE FINISHED GRADES AND ARE SHOWN AT ONE -FOOT INTERVALSM W SPOT BATONS SHOWN IN PAVED AREAS ARE TOP OF PAVEMENT, UNLESS NOTED OTHERWISE W Z i& MASS GRADE ELEVATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MASS GRADING OF THE STE TO THE FOLLOWING ELEVATIONS: W BELOW FINISHED GRADE WITHIN THE BUILDING PAD AREAS. BELOW FINISHED GRADE FOR ALL HEAVY DUTY PAVEMENT AREAS ® • _' BELOW FINISHED GRADE FOR STANDARD DUTY PAVEMENT AREAS U E� Q E * 4' BELOW FINISHED GRADE FOR ALL SIDEWALK PAVEMENT AREAS * 6' BELOW FINISHED A�py ® J GRADE FOR ALL LANDSCAPE AREASmo O E A TOLERANCE OF +/- 0.10 FEET OF TFINISHED GRADE WILL BE ALLOWED FOR ALL AREAS UNDER PROPOSED BUILDING PADS AND UNDER PROPOSED pW L y O PAVEMENT. ALL LANDSCAPE AREAS ARE TO BE GRADED WITHIN +/- 0.30 FEET OF THE FINISHED GRADE ' :.J IT- BUILDING ENTRANCE GRADES REFER TO THE BUILDING PLANS FOR DETAILED SPOT GRADING AT THE BRIDING ENTRANCE AREAS. THE CONTRACTOR N O SHALL COMPLY WITH ALL ADA AND TEXAS ACCESSIBILITY STANDARDS FOR REQUIREMENTS REGARDING MAXIMUM SLOPES FOR HANDICAP PARIONG-AREAS SIDEWALKS, E� - ACCESS RAMPS AND ACCESSIBLE ROUTES. 1_ i ■ 12. LANDSCAPE AREAS:ALL LANDSCAPE AREAS ANO OTHER DISTURBED AREAS WITHIN THE LIMITS OF THE PROPERTY NOT DESIGNATED TO BE PAVED {- I ® SHALL RECEIVE SIX (6) INCHES OF TOPSOIL REFER TO THE EROSION AND SEDIMENT CONTROL PLANS AND/OR LANDSCAPE PLANS FOR LIMITS OF TOPSOIL PLACEMENT. ® M s , CC 11 EARTNWOW QUTANTTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING THE EARTHWORK QUANTITIES BASED ON THE EXISTING AND v PROPOSED CONTOURS SHOWN ON THESE PLAN& ALL EARTHWM SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION AND BD ON A LUMP STM BASS UNLESS NOTED OTHERWISE. ' O S. m$- C N 1I1 M .. N Z YY C C X 1 4 O NA U � d SHEET BENCHMARK- ENCHMARKSM SM#1 = 539.70 BOXCUT FOUND ON INET 2 SW SOUTH OF STARS b STRIM WAY C3.1 ON THE WEST SIDE OF F.M. 2499 N9 THE SOUTHEAST CORNER OF THE ROOMS TO GO' PARKING LOT r: \X1445-O'\44501EST.dwg modified by momp of Feb 13. 2006 - 1:32pm 1'46'57E - — 540' &U VAN VANI �. _- M i I I / 53 01 0 RVANA CAUTION 11 `' CONTRACTOR IS TO CONTACT THUS ONE -CALL SY57EM (1-800-245-4345) OR O7HEk UTUTY EDOATMG SERVICES AT LEAST 4B l" PRIOR ro NOT RESPONSIBLE ESPOLE FORTES. WING ALL EXISTING 6 NOT RES I LATHE PROJECT KNOWING ALL FOR DEPICTING M liff PRO, LO AREA NOR FOR DEPKO'I DR THE EXACT LOCATIONS OF UTILITIES ON ,►ESE oRAwINcs. W, LEGEND SF— S&T FENCE ® MIET PR07EC110Ni STABILIZED CONISWJCTION ® ENTRANCE --+- FINISHED SLOPE GENERAL NOTES- EROSION CONTROL 1. GENERAL CONSTRUCTION NOTES, REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES LEGEND AND ABBREVIATIONS' FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. SWP3 COMPLIANCE: THE CONTRACTOR SHALL BE REQUIRED TO COMPLY V47H THE CONDITIONS OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) WINE CONDUCTING HIS ACTIVITIES ON THIS PROJECT. M' ADDITION TO CONSTRUCTING THOSE 17EMS INDICATED ON THE PLAN SHEETS, COMPLIANCE WITH THE SWP3 INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES (IDENTIFIED IN THE (SWP3) DURING PROJECT CONSTRUCTION. THE SWP3 PLANS AND DOCUMENTS ARE.PROVOED FOR THE SOLE BENEFIT OF. THE CONTRACTOR AS A PLANNING TOO. FOR COMPLYING WWTH THE ENVIRONMENTAL REGULATIONS OF THIS PROJECT. THE CONTRACTOR IS EXPECTED TO PROVIDE, EXPAND. SUBMIT AND MONITOR A FULL COMPREHENSIVE SWP3 BEYOND W1AT IS HEREIN PROVIDED. & BNP MSTALATOf- PRIOR TO COMMENCING GRADING OPERATIONS THE CONTRACTOR SHALL INSTALL ALL SWP3 MEASURES AND DEVICES AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN. ALL SWP3 MEASURES AND DEVICES SHALL BE IN ACCORDANCE WITH SPEC*ICATIONS AND DETAILS SHOWN M THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS CONSTRUCTION "BEST MANAGEMENT PRACTICES' (BMP) MANUAL. OR AS MODIFIED BY THE CONTRACT DOCUMENTS 4. CLE44K REPAIR AND MAINTQIAFICE: THE CONTRACTOR SHALL REFER TO THE SWP3 FOR SEQUENCING OF CONSTRUCTION, INSTALLATION OF NEW EROSION CONTROL DEVICES AND CLEANING, REPAIR AND MAINTENANCE OF EXISTING EROSION CONTROL DEVICES. THE CONTRACTOR SHALL REVISE, RELOCATE AND/OR ADD DEVICES TO RETUCT ACTUAL SITE CONIXTIONS AND TO ACCOMMODATE LOCATIONS FOR CONSTRUCTION TRAILER AREAS. STORAGE AREAS. FUELING AREAS TOI ET% TRASH RECEPTACLES AND WASHOUT AREAS. ANY ACCIDENTAL RELEASE OF SEDIMENT OR POLLUTANTS FROM THE SITE SHALL BE CLEANED BY THE CONTRACTOR & 517E QMTRY/ETOT LOCATIOM SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED BY THE CONTRACTOR M A CONDITION THAT WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPIELED. DROPPED. WASHED OR TRACKED ONTO PUBLIC ROADWAYS MUST BE REMOVED IMMEDIATELY. WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH GRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. & PROTECTION OF ADJACENT PROPERTY. CONTRACTOR -SHALL ASSUME FULL LIABILITY FOR DAMAGE TO ADJACENT PROPERTIES AND/OR PUBLIC RIGHT-OF-WAY RESULTING FROM FAILURE TO FILLY IMPLEMENT AND EXECUTE ALL EROSION CONTROL METHODS AND PROCEDURES SHOWN AND NOTED IN THE PLANS AND SWP3, 7. RE -VEGETATION AT THE COMPLETION OF PAVING AND FINAL GRADINO OPERATIONS. ALL DISTURBED MEAS SHALL BE VEGETATED IN ACCORDANCE MATH THE LANDSCAPE ARCHITECTS' PLANS M MEAS NOT COVERED BY LANDSCAPE PLM. THE CONTRACTOR SHALL. PROVIDE HYDROMULCH SEEDING AND/OR SODDING FOR ALL DISTURBED ARES (NOT DESIGNATED TO BE PAVED) IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES' SPECIFICATIONS & EIMP FaMA: THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SEDIMENT BARRIERS AND INLET PROTECTION AFTER VEGETATION HAS BEEN COMPLETED AND ALL MEAS OF THE SITE HAVE BEEN STABUZED AND ACCEPTED BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. A5 Z Y fX O U CL SHEET BENCHMARK: SM #1 = 539.70 SOXGUT FOUND ON INLET t 500' SOUTH OF STAR$ b STRIPES WAY ON THE WEST SIDE OF F.M. 2 W ® THE SOUTHEAST CORNER OF ■ 10' UTIU -- --, 2. BU S�NAC -sir �-- - i � 1 1 i" 536' I H C I 1 � a ig 535' i5 i f� W LI � 0 \ M I O \M � 5 CO 00 w 00 N ,I - 53Z FI � I P, J i w . L-71I 535 I I - I i r I II I I" ,) 531' SOT' '• i j I �� 5� II r: \X1445-O'\44501EST.dwg modified by momp of Feb 13. 2006 - 1:32pm 1'46'57E - — 540' &U VAN VANI �. _- M i I I / 53 01 0 RVANA CAUTION 11 `' CONTRACTOR IS TO CONTACT THUS ONE -CALL SY57EM (1-800-245-4345) OR O7HEk UTUTY EDOATMG SERVICES AT LEAST 4B l" PRIOR ro NOT RESPONSIBLE ESPOLE FORTES. WING ALL EXISTING 6 NOT RES I LATHE PROJECT KNOWING ALL FOR DEPICTING M liff PRO, LO AREA NOR FOR DEPKO'I DR THE EXACT LOCATIONS OF UTILITIES ON ,►ESE oRAwINcs. W, LEGEND SF— S&T FENCE ® MIET PR07EC110Ni STABILIZED CONISWJCTION ® ENTRANCE --+- FINISHED SLOPE GENERAL NOTES- EROSION CONTROL 1. GENERAL CONSTRUCTION NOTES, REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES LEGEND AND ABBREVIATIONS' FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. SWP3 COMPLIANCE: THE CONTRACTOR SHALL BE REQUIRED TO COMPLY V47H THE CONDITIONS OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) WINE CONDUCTING HIS ACTIVITIES ON THIS PROJECT. M' ADDITION TO CONSTRUCTING THOSE 17EMS INDICATED ON THE PLAN SHEETS, COMPLIANCE WITH THE SWP3 INCLUDES CONFORMANCE TO CERTAIN PRACTICES AND PROCEDURES (IDENTIFIED IN THE (SWP3) DURING PROJECT CONSTRUCTION. THE SWP3 PLANS AND DOCUMENTS ARE.PROVOED FOR THE SOLE BENEFIT OF. THE CONTRACTOR AS A PLANNING TOO. FOR COMPLYING WWTH THE ENVIRONMENTAL REGULATIONS OF THIS PROJECT. THE CONTRACTOR IS EXPECTED TO PROVIDE, EXPAND. SUBMIT AND MONITOR A FULL COMPREHENSIVE SWP3 BEYOND W1AT IS HEREIN PROVIDED. & BNP MSTALATOf- PRIOR TO COMMENCING GRADING OPERATIONS THE CONTRACTOR SHALL INSTALL ALL SWP3 MEASURES AND DEVICES AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN. ALL SWP3 MEASURES AND DEVICES SHALL BE IN ACCORDANCE WITH SPEC*ICATIONS AND DETAILS SHOWN M THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS CONSTRUCTION "BEST MANAGEMENT PRACTICES' (BMP) MANUAL. OR AS MODIFIED BY THE CONTRACT DOCUMENTS 4. CLE44K REPAIR AND MAINTQIAFICE: THE CONTRACTOR SHALL REFER TO THE SWP3 FOR SEQUENCING OF CONSTRUCTION, INSTALLATION OF NEW EROSION CONTROL DEVICES AND CLEANING, REPAIR AND MAINTENANCE OF EXISTING EROSION CONTROL DEVICES. THE CONTRACTOR SHALL REVISE, RELOCATE AND/OR ADD DEVICES TO RETUCT ACTUAL SITE CONIXTIONS AND TO ACCOMMODATE LOCATIONS FOR CONSTRUCTION TRAILER AREAS. STORAGE AREAS. FUELING AREAS TOI ET% TRASH RECEPTACLES AND WASHOUT AREAS. ANY ACCIDENTAL RELEASE OF SEDIMENT OR POLLUTANTS FROM THE SITE SHALL BE CLEANED BY THE CONTRACTOR & 517E QMTRY/ETOT LOCATIOM SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED BY THE CONTRACTOR M A CONDITION THAT WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPIELED. DROPPED. WASHED OR TRACKED ONTO PUBLIC ROADWAYS MUST BE REMOVED IMMEDIATELY. WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH GRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. & PROTECTION OF ADJACENT PROPERTY. CONTRACTOR -SHALL ASSUME FULL LIABILITY FOR DAMAGE TO ADJACENT PROPERTIES AND/OR PUBLIC RIGHT-OF-WAY RESULTING FROM FAILURE TO FILLY IMPLEMENT AND EXECUTE ALL EROSION CONTROL METHODS AND PROCEDURES SHOWN AND NOTED IN THE PLANS AND SWP3, 7. RE -VEGETATION AT THE COMPLETION OF PAVING AND FINAL GRADINO OPERATIONS. ALL DISTURBED MEAS SHALL BE VEGETATED IN ACCORDANCE MATH THE LANDSCAPE ARCHITECTS' PLANS M MEAS NOT COVERED BY LANDSCAPE PLM. THE CONTRACTOR SHALL. PROVIDE HYDROMULCH SEEDING AND/OR SODDING FOR ALL DISTURBED ARES (NOT DESIGNATED TO BE PAVED) IN ACCORDANCE WITH ALL GOVERNING AUTHORITIES' SPECIFICATIONS & EIMP FaMA: THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SEDIMENT BARRIERS AND INLET PROTECTION AFTER VEGETATION HAS BEEN COMPLETED AND ALL MEAS OF THE SITE HAVE BEEN STABUZED AND ACCEPTED BY THE GOVERNING AUTHORITIES AND THE DEVELOPER. A5 Z Y fX O U CL SHEET BENCHMARK: SM #1 = 539.70 SOXGUT FOUND ON INLET t 500' SOUTH OF STAR$ b STRIPES WAY ON THE WEST SIDE OF F.M. 2 W ® THE SOUTHEAST CORNER OF ■ j 10' UTILITY EASEMENT 25' BUILDING SETBACK I� I 4 19 1> I� u I I !' GENERAL NOTES -STORM DRAIN ,S 1. GENERAL, COfS1RUC110N NOBS REFER TO SHEET CIA *GENERAL CONSTRUCTION NOTES, LEGEND AND EN TANGT LENGTH CHORD ABBREVIATIONS• FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. J 2 PROTECTION OF UMU71M THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND g I N 79'36'28' E DRAINAGE PIPES, U71UTY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND. 21'OYar 3. PUBLIC STORM DRAIN PIPE: UNLESS 01HERVASE NOTED ON THE DRAWINGS. ALL PIPE FOR PUBLIC STORM DRAIN gg 3 CV.3 4, PRIVATE STORM DRAIN PIPE: UNLESS OTHERWMSE NOTED ON THE ORAWNCS, ALL PIPE FOR PRIVATE STORM DRAIN p IMPROVEMENTS SHALL BE AS FOLLOWS: N 78'06'45 W GREATER THAN W. REINFORCED CONCRETE PIPE (RCP). CLASS II Proposed La 15• THROUGH 36•: REINFORCED CONCRETE PIPE (RCPZ CLASS W OR tl HIGH DENSITY POLYETHYLENE PIPE (HOPE), N-12 4• THROUGH 12•: POLYVINYL CHLORIDE PIPE (PVC), SDR — 35, OR -Z -Bo 14,652 HIGH DENSITY POLYETHYLENE PIPE (HDPE). N-12 ti S RCP JOINT SEALANT: REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED i sf G GROUTM ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT a CONNECTIONS. FF=537.00 7. CONCRETE COSARS CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER. S ROOF DRAINS THE CONTRACTOR SHALL COORDINATE T14E EXACT LOCATION OF ROOF DRAIN LATERALS WITH BRAIDING MANS FOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE (5) FEET FROM BUILDING AT 12• BELOW FLASH GRADE FOR CONNECTION OF DOWNSPOUTS, 9. ADJUSTMENT OF STRUC7URES, 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 4-4z AND GRASSING. ! w Qw-0.21 CFS ! ( I I� 1 T ❑ I � I I! ! I I ! �PIPEOIR9 INLET � -Ti5TI F:\30445-01\44501STM.d.9 modi0ed by rham0 at Feb 13, 2006 — 1:35pm A CAUTION P a la N OPNTACT TEXAS oar -CALL Bo-z4s-uses) aR o1NER ulam MCF- AT LEAST 4B F101JRS PRIOR l0 V AClIVI11ES BURY A PARTNERS S TBIE FOR 10N016IIO N OS7I7C PROJECT AREA NORR FOR OR E E EXACT wcAitaNs OF U7IITIS ON 'It-' .- GENERAL NOTES -STORM DRAIN ,S 1. GENERAL, COfS1RUC110N NOBS REFER TO SHEET CIA *GENERAL CONSTRUCTION NOTES, LEGEND AND EN TANGT LENGTH CHORD ABBREVIATIONS• FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. CV.1 2 PROTECTION OF UMU71M THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND 61.00 PROTECTION OF ALL UTILITY POLES, FENCES, TREES, SHRUBS, CAS MAINS, TELEPHONE CABLES, ELECTRIC CABLES, N 79'36'28' E DRAINAGE PIPES, U71UTY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND. 21'OYar 3. PUBLIC STORM DRAIN PIPE: UNLESS 01HERVASE NOTED ON THE DRAWINGS. ALL PIPE FOR PUBLIC STORM DRAIN 14.66 20.39 2922 IMPROVEMENTS SHALL BE REINFORCED CONCRETE PIPE (RCF). CLASS II. CV.3 4, PRIVATE STORM DRAIN PIPE: UNLESS OTHERWMSE NOTED ON THE ORAWNCS, ALL PIPE FOR PRIVATE STORM DRAIN BOAC IMPROVEMENTS SHALL BE AS FOLLOWS: N 78'06'45 W GREATER THAN W. REINFORCED CONCRETE PIPE (RCP). CLASS II 15• THROUGH 36•: REINFORCED CONCRETE PIPE (RCPZ CLASS W OR HIGH DENSITY POLYETHYLENE PIPE (HOPE), N-12 4• THROUGH 12•: POLYVINYL CHLORIDE PIPE (PVC), SDR — 35, OR HIGH DENSITY POLYETHYLENE PIPE (HDPE). N-12 S RCP JOINT SEALANT: REINFORCED CONCRETE PIPE JOINTS SHALL BE SEALED WITH RAMNECK OR APPROVED EQUAL G GROUTM ALL PIPE ENTERING PUBLIC STORM DRAIN STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT _. CONNECTIONS. 7. CONCRETE COSARS CONCRETE COLLARS SHALL BE INSTALLED AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT MANUFACTURER. S ROOF DRAINS THE CONTRACTOR SHALL COORDINATE T14E EXACT LOCATION OF ROOF DRAIN LATERALS WITH BRAIDING MANS FOR DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE (5) FEET FROM BUILDING AT 12• BELOW FLASH GRADE FOR CONNECTION OF DOWNSPOUTS, 9. ADJUSTMENT OF STRUC7URES, 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 AND GRASSING. -205 CFS No 1 � � P O p V rZ lL SHEET BENCHMARK SM #1 = 539.70 BOXCUT FOUND ON INLET 3 507 SOUTH OF STARS d STRIPES WAY ON THE WEST SIDE OF I'M V" @ THE SOUTHEAST CORNER OF C4.2 STORMSEWER CENTERLINE CURVE DATA CURVE DELTA RADIUS" EN TANGT LENGTH CHORD CHORD BEARING CV.1 2A'2'W 61.00 1726 34.00 3314 N 79'36'28' E CV.2 21'OYar 80.00 14.66 20.39 2922 SW44WE CV.3 18'12'36' BOAC 12.82 25.42 25.32 N 78'06'45 W No 1 � � P O p V rZ lL SHEET BENCHMARK SM #1 = 539.70 BOXCUT FOUND ON INLET 3 507 SOUTH OF STARS d STRIPES WAY ON THE WEST SIDE OF I'M V" @ THE SOUTHEAST CORNER OF C4.2 t Y ! I� 'I INSTAL 95 LF OF 8' SS SERVICE 0 1.04X ij! " I iFl� r 8' W3 WYE CONNEt i 1 Y ! a INSTAL 95 LF OF 8' SS SERVICE 0 1.04X ij! " I iFl� r 8' W3 WYE CONNEt N01'46'57"E — 212.00' 10' UTILITY EASEMENT ..-.- 25' BUILDING SETBACK NS'fldl: ' Ij 1-8"ft8' TEE 2-8' VAL VALVE 2-8' 48' SENDS IT -� - w.v i�.axrg moameo oy moron at teD 13, 2006 - 1;36pm Pro pposed La -Z -Boy 14,652 sf FF=537.00 • S01'46'57"W — 190.00' CAUTION!! t. CONTRACTOR IS M CONTACT TEXAS OLE -CAIN. SYSTEM (1-800-248-4545) OR OTHER UTIITY LUOCA7IM. SERVICES AT LEAST 46 HOURS PRIOR TO CONSTRUCTION ACr47l . BURY 4 PARTNERS B NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON THESE DRAWINGS. GENERAL NOTES- UTILITIES 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTE$ LEGEND AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION N07ES FOR THE PROJECT. 2 INSPECTION AND TESTIM THE CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE APPROPRIATE GOVERNING AUTHORITIES PRIOR TO BACKFILIJNG TRENCHES FOR ALL U7IUTIES. 3. TRENCH COLIPACTKN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TO A MINIMUM OF 95% STANDARD PROCTOR IN AREAS OF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT THE BUILDING FOOTINGS FOR UTILITY SERVICE ENTRIES TRENCHES WHICH LIE OUTSIDE THESE AREAS SHALL BE COMPACTED TO A MINIMUM OF 90% STANDARD PROCTOR A CONFLIOM THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER DEPTHS ARE ACHIEVED. IN THE EVENT OF A CONFLICT BETWEEN WATER ONES AND STORM DRAIN OR SANITARY SEWER PIPING, THE CONTRACTOR SHALL ADJUST THE WATER LIKE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON THE PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED. 5, CONNECIWN TO EXISTNG UIXITES THE CONTRACTOR SHALL VERIFY THE SIZE, TYPE, ELEVATION. CONFIGURATION. AND ANGULATION OF EXISTING WATER. SANITARY SEWER AND UTILITY LINES PRIOR TO CONSTRUCTION OF TE -N MATERIALS THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITES DAMAGED BY HIS ACTIVITIES. 6 WATER METERS` THE CONTRACTOR SHALL ACQUIRE BOTH DOMESTIC AND IRRIGATION METERS FROM THE GOVERNING AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING METERS INSTALLED IN BOXES AND CONNECTING PUBLIC TO PRIVATE WATER LINES. 7, PPE COVER TOP OF ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. & HORIZONTAL SLOCKNR HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER. BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE V47H THE GOVERNING AUTHORITIES 'STANDARD DETA55. 9. TdWW BLOCKING: THRUST BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE V87H THE GOVERNING AUTHORITIES' STANDARD DETAILS DO NOT COVER BELLS OR FLANGES Y47H CON(Ytm THE CONTRACTOR SHALL REMOVE EXISTING 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 SHALL BE INCLUDED IN THE CONTRACT AMOUNT- 10- MOUNT1O ADDITIONAL BENDS THE CONTRACTOR SHALL SUPPLY AND INSTALL ANY ADDITIONAL BETAS WITH THRUST BLACKING AND OTHER APPURTENANCES REQUIRED TD ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. 7HE CONTRACTOR MAY PULL PIPE AS NEEDED AT THE BENDS WHERE THE DEFLECTION ANGLE OF THE PPE DOES NOT MATCH THE ANGLE OF THE BEND PROVIDED THE PPE DEFLECTION IS WITHIN TOLERABLE MANUFACTURERS LIMITS. THE COST FOR ADOI7TONAL BENDS AND BLOCKNG SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 11. POLYETHYLENE WRAP; ALL VALVES. DUCTILE IRON AND CAST NON PPE FITTINGS AND SPECIALS SHALL BE POLYETHYLENE WRAPPED. 12 ADJUSTME1M THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLES, CLEANOUTS. VALVES. BOXES, VAULTS AND HYDRANTS TO FINAL GRADE. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 11 APPLRTANANCES ALL VALVES AND OTHER APPURTENANCES ON ALL FRE PROTECTION LINES SHALL BE UL/FM APPROVED. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 14, FIRE PROTECTION WORK: ALL FIRE PROTECTION WORK MUST BE PERMITTED AND APPROVED BY THE GOVERNING AUTHORITIES FIRE DEPARTMENT THE CONTRACTOR SIAL CONDUCT ALL REQUIRED PRESSURE TESTS ON THE FIRE PROTECTION LINES TO THE SATISFACTION OF THE FIRE MARSHALL FOR THE GOVERNING AUTHORITY AS WELL AS THE DEVELOPERS' INSURANCE CARRIER. 15. SABTARY SEWER PPE ALL SEWER PIPE SHALL BE SDR -35, IN ACCORDANCE WITH ASTM SPECFXA71OIS D-3034 FOR 4- THROUGH 15'. AND ASTM F-879 FOR 15' THROUGH 27". 1& WATER PPE ALL WATER MANS 4 INCH THROUGH 12 INCH STALL BE C-900 (SDR - 14 WATER MANS 14 INCH THROUGH 36 INCH SHALL BE C -905 (SDR - 18). 1 i t x STA. 0+00.00 - A 1 ! REMOVE EX. CLEANOLIF --f---'(->.e----- CONNECT TO EXISTING -------- 1 I Ir 8S' SER --------------- _.- n 1 1 _r� STA SS 0408.DO - A i r SS ss SnSM TOP moo (( ✓_% Fri r 8m85 (1N� I �'l 0 10 20 30 40 1'=20' Z d J SHEET BENCHMARK: BM #1 = 539.70 SOXCUT FOUND ON INLET: SOW SOUTH OF RS STAE STRIPES WAV ON THE wEST SWE OF F.M. C5l 2499 N91HE SOUTHEAST CORNER OF ■ CI SI a INSTAL 95 LF OF 8' SS SERVICE 0 1.04X CLEANOM TRADE WITH CLEANOUTS PER PLURABIM CODE -� - w.v i�.axrg moameo oy moron at teD 13, 2006 - 1;36pm Pro pposed La -Z -Boy 14,652 sf FF=537.00 • S01'46'57"W — 190.00' CAUTION!! t. CONTRACTOR IS M CONTACT TEXAS OLE -CAIN. SYSTEM (1-800-248-4545) OR OTHER UTIITY LUOCA7IM. SERVICES AT LEAST 46 HOURS PRIOR TO CONSTRUCTION ACr47l . BURY 4 PARTNERS B NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROECT AREA NOR FOR DEPICTING THE EXACT LOCATIONS OF UTILITIES ON THESE DRAWINGS. GENERAL NOTES- UTILITIES 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTE$ LEGEND AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION N07ES FOR THE PROJECT. 2 INSPECTION AND TESTIM THE CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE APPROPRIATE GOVERNING AUTHORITIES PRIOR TO BACKFILIJNG TRENCHES FOR ALL U7IUTIES. 3. TRENCH COLIPACTKN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TO A MINIMUM OF 95% STANDARD PROCTOR IN AREAS OF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT THE BUILDING FOOTINGS FOR UTILITY SERVICE ENTRIES TRENCHES WHICH LIE OUTSIDE THESE AREAS SHALL BE COMPACTED TO A MINIMUM OF 90% STANDARD PROCTOR A CONFLIOM THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER DEPTHS ARE ACHIEVED. IN THE EVENT OF A CONFLICT BETWEEN WATER ONES AND STORM DRAIN OR SANITARY SEWER PIPING, THE CONTRACTOR SHALL ADJUST THE WATER LIKE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON THE PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED. 5, CONNECIWN TO EXISTNG UIXITES THE CONTRACTOR SHALL VERIFY THE SIZE, TYPE, ELEVATION. CONFIGURATION. AND ANGULATION OF EXISTING WATER. SANITARY SEWER AND UTILITY LINES PRIOR TO CONSTRUCTION OF TE -N MATERIALS THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITES DAMAGED BY HIS ACTIVITIES. 6 WATER METERS` THE CONTRACTOR SHALL ACQUIRE BOTH DOMESTIC AND IRRIGATION METERS FROM THE GOVERNING AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING METERS INSTALLED IN BOXES AND CONNECTING PUBLIC TO PRIVATE WATER LINES. 7, PPE COVER TOP OF ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. & HORIZONTAL SLOCKNR HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER. BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE V47H THE GOVERNING AUTHORITIES 'STANDARD DETA55. 9. TdWW BLOCKING: THRUST BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE V87H THE GOVERNING AUTHORITIES' STANDARD DETAILS DO NOT COVER BELLS OR FLANGES Y47H CON(Ytm THE CONTRACTOR SHALL REMOVE EXISTING 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 SHALL BE INCLUDED IN THE CONTRACT AMOUNT- 10- MOUNT1O ADDITIONAL BENDS THE CONTRACTOR SHALL SUPPLY AND INSTALL ANY ADDITIONAL BETAS WITH THRUST BLACKING AND OTHER APPURTENANCES REQUIRED TD ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. 7HE CONTRACTOR MAY PULL PIPE AS NEEDED AT THE BENDS WHERE THE DEFLECTION ANGLE OF THE PPE DOES NOT MATCH THE ANGLE OF THE BEND PROVIDED THE PPE DEFLECTION IS WITHIN TOLERABLE MANUFACTURERS LIMITS. THE COST FOR ADOI7TONAL BENDS AND BLOCKNG SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 11. POLYETHYLENE WRAP; ALL VALVES. DUCTILE IRON AND CAST NON PPE FITTINGS AND SPECIALS SHALL BE POLYETHYLENE WRAPPED. 12 ADJUSTME1M THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLES, CLEANOUTS. VALVES. BOXES, VAULTS AND HYDRANTS TO FINAL GRADE. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 11 APPLRTANANCES ALL VALVES AND OTHER APPURTENANCES ON ALL FRE PROTECTION LINES SHALL BE UL/FM APPROVED. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 14, FIRE PROTECTION WORK: ALL FIRE PROTECTION WORK MUST BE PERMITTED AND APPROVED BY THE GOVERNING AUTHORITIES FIRE DEPARTMENT THE CONTRACTOR SIAL CONDUCT ALL REQUIRED PRESSURE TESTS ON THE FIRE PROTECTION LINES TO THE SATISFACTION OF THE FIRE MARSHALL FOR THE GOVERNING AUTHORITY AS WELL AS THE DEVELOPERS' INSURANCE CARRIER. 15. SABTARY SEWER PPE ALL SEWER PIPE SHALL BE SDR -35, IN ACCORDANCE WITH ASTM SPECFXA71OIS D-3034 FOR 4- THROUGH 15'. AND ASTM F-879 FOR 15' THROUGH 27". 1& WATER PPE ALL WATER MANS 4 INCH THROUGH 12 INCH STALL BE C-900 (SDR - 14 WATER MANS 14 INCH THROUGH 36 INCH SHALL BE C -905 (SDR - 18). 1 i t x STA. 0+00.00 - A 1 ! REMOVE EX. CLEANOLIF --f---'(->.e----- CONNECT TO EXISTING -------- 1 I Ir 8S' SER --------------- _.- n 1 1 _r� STA SS 0408.DO - A i r SS ss SnSM TOP moo (( ✓_% Fri r 8m85 (1N� I �'l 0 10 20 30 40 1'=20' Z d J SHEET BENCHMARK: BM #1 = 539.70 SOXCUT FOUND ON INLET: SOW SOUTH OF RS STAE STRIPES WAV ON THE wEST SWE OF F.M. C5l 2499 N91HE SOUTHEAST CORNER OF ■ 10' UTILITY EASEMENT 25' BUILDING SETBACK ! 1 DUFUTURE N01'46'57PE — 212.00' ---- ,. r .T ! I 1 1 ! I 1 tax PAVE7MF RT—_�— —1 O,T -- i HTDUiLY PAVEMENT_— i-- -- I PAVEMENT N 1 1 I a I I I I Proposed La-Z Boy 14,652 sf FF=537.00 1 I i GHT WTM PAVEME T 1 -_� —r`az i-- 1 I 1 i I 1 i 1 PAVEMENT --1— I 1 11 I I I ! ( ! ! ,IL IGHT Wily PAVEMEkT ! i I I i I I I 1 F:\30445-01\44501PW.d.9 m difietl by t,—R at Feb 13, 2006 - 1:34pm I 1 1 ! ! I 1 —t—Qi—L—_5LkIGR17 DU�1l PAVEMEIIT --�-- --1— I 1 1 i 1 1 ! ! FUTURE, PAVEMENT 1 ! :4- . E) al 'ol �i I i ! --I — o 1 00 N 1 W 0 — I O �03 I � 1 I ( — wl— — w a ts• ooNi maPIF of P]R a t• t Tye w. ax i 1 i i 57P _ _ sFNN r PmL a ���II'I, p aws a te• oucR FUTURE PAVEMENT '( //,,/I 0.5 CONTROL JOINT S / OLT& 0.1 INTEGRAL CURB DETAIL KT: '� aaaoMm ooNtme e aoeir a sFAlalr A tl+X AlIPE '�' ewn scLvwA + ��II �K �fa�� Oa ews �suem+ac '� mFy RMroq 0.2 INTEGRAL CURB DETAIL W W SIDEWALK a _ sANart RA1 � HameR LL r-ts aa• uX:n suopRx Po. a DOeT1 BrR eIe• oa TOP tH• M SfM1A1G Oornoul0 r ) �N' �PN+J Nit1C: WPIC a wa aTne i u NOil4 1. ND. S SMOOTH 004EL 841 WY C VSm N S elpH ANO 6 NCN PAVpENf 11MDeR6S. 2 LOMMUDNNL RIR CONSI'tx1m WY BE UISIIm a CGNtMCI'm OPNON. XN� » N01RR 1 UNIT OAM SHPN1. W OFXM NIDI PASiEW NDt=WN Y W u a A �riaWtll NSI. OPIUM W HMO 6 NOT AxEYR)R,[ PUSHM 00RL1. 846 N18 4111RN fMNLTaiC HHOT ALCEPIMKE 0.3 LONGITUDINAL BUTT JOINT DETAIL ttTs °�xsdoo�iP aliA JONr 0.4 EXPANSION JOINT DETAIL Itrs r H est==N. mll rnoore mas '� auuer rR POR a m es +/a• Nass c -'� �- we4s a0mate p ws a +B• aC.EW. FUTURE PAVEMENT 0.6 CONSTRUCTION JOINT m R �� wWa.on PM. PPua i 0.7 FREE EDGE PVMT, DETAIL CAUTION!! IS TO CONTACT 7EXAS OI•E-CAU. To-s4s-ssts) aR OTHER uT9m lMCES AY LEAST b HOURS PRIOR TO 1 AC7114iE'S BURY & PARINERS IS ME FOR KNOWBIG ALL 03SIING HE PRO&= AREA NOR FOR CKACT LOCATIONS OF UTIUTES ON 1 n n^ n^ n n o 101"-2 3o ao v GENERAL NOTES- PAVING /. ODERAL CONSTRUCTION NOTES REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. PROTECTION OF COSTING MPROViEMEMM THE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING UTILITIES. BUILDING FOUNDATION OR OTHER SITE STRUCTURES DURING PAVEMENT OPERATIONS. S-SUBGRADE PREPARAIM PREPARATION OF SUBGRADE UNDER PAVED AREAS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING AUTHORmES' SPECIFICATIONS OR THE GEOTECHNICAL REPORT. THE MORE RESTRICTIVE REOUIREMENTS SHALL APPLY. PREPARATION OF THE SUBGRADE FOR PAVING WITHIN RIGHT-OF-WAY, ACCESS EASEMENTS AND/OR FIRE LANES SHALL NOT BE INIRATED UNTIL ALL TESTING OF UNDERGROUND UTILITIES HAS BEEN COMPLETED AND VERIFIED TO MEET THE GOVERNING AUTHORITIES SPECIFICATIONS AND AUTHORIZATION TO PROCEED HAS BEEN RECEIVED FROM THE INSPECTOR. PAVEMENT SUBGRADE SHALL NOT BE ALLOWED TO RETAIN WATER. WET MATERIAL SHALL BE REMOVED TO DRY, SOUND MATERIAL AND APPROPRIATE DENSITY ACHIEVED PRIOR TO PAVING OPERATIONS C PROOF -ROLL SU&iRADE: THE SUBGRADE SHALL BE PROOF -ROLLED WITH HEAVY PNEUMATIC EWIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND RE -COMPACTED IN CONFORMANCE WITH THE GEOTECHNICAL REPORT. S HYDRATED LME HYDRATED LIME (IF REQUIRED) SHALL MEET THE REOUIREMENTS OF TXDOT ITEM 260, LIME TREATMENT USED AS SUBGRADE_ LIME SHALL BE APPLIED AT 114E RATE OF 6X BY WEIGHT, THOROUGHLY MIXED AND BLENDED WITH THE TOP 6. OF SUBGRADE AND UNIFORMLY COMPACTED TO A MINIMUM OF 100 PERCENT OF STANDARD PROCTOR (ASTM D698) DETERMINED BY THAT TEST.. LIME STABILIZATION SHALL EXTEND ONE (1) FOOT OUTSIDE THE LIMITS OF THE PAVED AREA. IT SHOULD BE PROTECTED AND MAINTAINED IN A MOST CONDITION UNTIL THE PAVEMENT IS PLACED. & SAND OJ94M PRO6BRTER THE USE OF SAND CUSHION UNDER PAVEMENT. INCLUDING SIDEWALKS, IS STRICTLY PROHIBITED. 7. REINFORCING BARS ALL REINFORCING BARS SHALL SE GRADE 40 KSI DEFORMED REINFORCING STEEL. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE DETAILS. & BAR CHAIRS ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAIRS OR OTHER APPROVED SUPPORT. 9. CONtECBON TO EOSTING PA%lE ENT. WHERE PROPOSED PAVEMENT TO EXISTING PAVEMENT IS TO BE CONSTRUCTED BY THE CONTRACTOR, AT LEAST 15' OF REINFORCING STEEL SHALL BE EXPOSED FROM THE EXISTING PAVEMENT, OR THE CONTRACTOR SHALL PROVIDE HORIZONTAL DOWEL BARS PER THE DETAILS. 10. TEMPERATUM CONDITIONS FOR CONCRETE PLACEMENT' CONCRETE SHAT NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLACED WHEN TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. 11. C%KREyE PAVEMENT CURT MEMBRANE CURING TYPE 2, WHITE PIGMENTED, STALL BE USED FOR WRING ALL CONCRETE SURFACES IMMEDIATELY AFTER FINISHING OF SURFACES AND SHALL BE M ACCORDANCE WITH THE TEXAS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS ITEM ¢526. 12 IESVa SAMPLES FOR STRENGTH TESTS OF THE CONCRETE PAVEMENT WALL BE TAKEN BY THE GEOTECHNICAL ENGINEER TO VERIFY DESIGN STRENGTH, PAVEMENT AREAS FOUND TO BE DEFICIENT IN STRENGTH SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. THE GEOTECEHNCAL ENGINEER SHALL ALSO RANDOMLY CORE THE PAVEMENT TO VERIFY THE THICKNESS OF CONCRETE ANY AREA FOUND TO BE DEFICIENT IN THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. I& SIDEWALKS AND RAIDS CONSTRUCTION OF SIDEWALKS, WHEELCHAR RAMPS AND ACCESSIBLE ROUTES SHALL BE IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (IAS) AND THE AMERICANS DISDILITY ACT (ADA). 14. PAVEMENT MARKINGS: PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE NTH THE TEXAS 'UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS•. FIRE LANES SHALL BE STRIPED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REQUIREMENTS. ALL HANDICAP SYMBOLS, SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH TAS AND ADA STANDARDS 3 BARS O r 3,500 pd CONCRETE 8' O.C.EW. 6' 3.500 pei CONCRETE -r 3,500 PTR CONCRETE SUBORCE SEE NOTE 7.J `COSTING GROUND LIGHT/HEAVY DUTY CONCRETE PAVEMENT SECTION au LEGEND Tw o NDLSPosE OF E OSTINO CURIB.- = IFIR PROPOSED FRRIGATTON SLEEVE DWANS104 JOINT ---- CONSTRUCTION JOINT D(M ELIY RAN]IE)ML• 7- 3500 PSI KONCIRETE PWT. W/RT BARS o 2r MC.EW ON X' COMPACTED SIIDGRAOE TO 95X AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) }JEAVY dMTV PAVI9AETih 6' 3500 PSN CaRaRETE PNMTZ/#3D . w//3 BARS o 24' MC.EW ON X' COMPACTED SUBGRADE 1b 95X AT OR ABOVE OPTIMUM MOISRxRE CONTENT: (ASTM D 696) jKiHT DUTY PAVEMENT. r N PSI CONCRETE PWMT. W/#3 BARS o 2r O.C.EW ON X' COMPACTED SUBGRADE TO 95X AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 696) SKIEWALK & FT.ArMAC, 4` ROMWORCED OONC RETE SIDEWALK FLATWOFK 7 • .:..4 • (KXb( PSI AT 26 DAYS) W//% BARS O XX' QC.EW ON X" OOMPAC70 SUBGRADE TO 95% AT OR ABOVE OPTMUM MOISTURE CONTENT. (ASIA D 698) DOSTM CONCRETE PAVEMENT BENCHMARK BM #1 = 639 70 BOXCUT FOUND ON INLET t 500' SOUTH OF STARS a STRIPES WAY ON THE WEST SIDE OF FM 2499 @ THE SOUTHEAST CORNER OF THE •ROOMS TO GO PARKING LOT. N i5 I—. k i 4 t! 1 L sk 3 i 5 T ZI .:. 4 I .h 10' UTILITY EASEMENT 25' BUILDING SETBACK ! 1 DUFUTURE N01'46'57PE — 212.00' ---- ,. r .T ! I 1 1 ! I 1 tax PAVE7MF RT—_�— —1 O,T -- i HTDUiLY PAVEMENT_— i-- -- I PAVEMENT N 1 1 I a I I I I Proposed La-Z Boy 14,652 sf FF=537.00 1 I i GHT WTM PAVEME T 1 -_� —r`az i-- 1 I 1 i I 1 i 1 PAVEMENT --1— I 1 11 I I I ! ( ! ! ,IL IGHT Wily PAVEMEkT ! i I I i I I I 1 F:\30445-01\44501PW.d.9 m difietl by t,—R at Feb 13, 2006 - 1:34pm I 1 1 ! ! I 1 —t—Qi—L—_5LkIGR17 DU�1l PAVEMEIIT --�-- --1— I 1 1 i 1 1 ! ! FUTURE, PAVEMENT 1 ! :4- . E) al 'ol �i I i ! --I — o 1 00 N 1 W 0 — I O �03 I � 1 I ( — wl— — w a ts• ooNi maPIF of P]R a t• t Tye w. ax i 1 i i 57P _ _ sFNN r PmL a ���II'I, p aws a te• oucR FUTURE PAVEMENT '( //,,/I 0.5 CONTROL JOINT S / OLT& 0.1 INTEGRAL CURB DETAIL KT: '� aaaoMm ooNtme e aoeir a sFAlalr A tl+X AlIPE '�' ewn scLvwA + ��II �K �fa�� Oa ews �suem+ac '� mFy RMroq 0.2 INTEGRAL CURB DETAIL W W SIDEWALK a _ sANart RA1 � HameR LL r-ts aa• uX:n suopRx Po. a DOeT1 BrR eIe• oa TOP tH• M SfM1A1G Oornoul0 r ) �N' �PN+J Nit1C: WPIC a wa aTne i u NOil4 1. ND. S SMOOTH 004EL 841 WY C VSm N S elpH ANO 6 NCN PAVpENf 11MDeR6S. 2 LOMMUDNNL RIR CONSI'tx1m WY BE UISIIm a CGNtMCI'm OPNON. XN� » N01RR 1 UNIT OAM SHPN1. W OFXM NIDI PASiEW NDt=WN Y W u a A �riaWtll NSI. OPIUM W HMO 6 NOT AxEYR)R,[ PUSHM 00RL1. 846 N18 4111RN fMNLTaiC HHOT ALCEPIMKE 0.3 LONGITUDINAL BUTT JOINT DETAIL ttTs °�xsdoo�iP aliA JONr 0.4 EXPANSION JOINT DETAIL Itrs r H est==N. mll rnoore mas '� auuer rR POR a m es +/a• Nass c -'� �- we4s a0mate p ws a +B• aC.EW. FUTURE PAVEMENT 0.6 CONSTRUCTION JOINT m R �� wWa.on PM. PPua i 0.7 FREE EDGE PVMT, DETAIL CAUTION!! IS TO CONTACT 7EXAS OI•E-CAU. To-s4s-ssts) aR OTHER uT9m lMCES AY LEAST b HOURS PRIOR TO 1 AC7114iE'S BURY & PARINERS IS ME FOR KNOWBIG ALL 03SIING HE PRO&= AREA NOR FOR CKACT LOCATIONS OF UTIUTES ON 1 n n^ n^ n n o 101"-2 3o ao v GENERAL NOTES- PAVING /. ODERAL CONSTRUCTION NOTES REFER TO SHEET CIA 'GENERAL CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS" FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 2. PROTECTION OF COSTING MPROViEMEMM THE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING UTILITIES. BUILDING FOUNDATION OR OTHER SITE STRUCTURES DURING PAVEMENT OPERATIONS. S-SUBGRADE PREPARAIM PREPARATION OF SUBGRADE UNDER PAVED AREAS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING AUTHORmES' SPECIFICATIONS OR THE GEOTECHNICAL REPORT. THE MORE RESTRICTIVE REOUIREMENTS SHALL APPLY. PREPARATION OF THE SUBGRADE FOR PAVING WITHIN RIGHT-OF-WAY, ACCESS EASEMENTS AND/OR FIRE LANES SHALL NOT BE INIRATED UNTIL ALL TESTING OF UNDERGROUND UTILITIES HAS BEEN COMPLETED AND VERIFIED TO MEET THE GOVERNING AUTHORITIES SPECIFICATIONS AND AUTHORIZATION TO PROCEED HAS BEEN RECEIVED FROM THE INSPECTOR. PAVEMENT SUBGRADE SHALL NOT BE ALLOWED TO RETAIN WATER. WET MATERIAL SHALL BE REMOVED TO DRY, SOUND MATERIAL AND APPROPRIATE DENSITY ACHIEVED PRIOR TO PAVING OPERATIONS C PROOF -ROLL SU&iRADE: THE SUBGRADE SHALL BE PROOF -ROLLED WITH HEAVY PNEUMATIC EWIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND RE -COMPACTED IN CONFORMANCE WITH THE GEOTECHNICAL REPORT. S HYDRATED LME HYDRATED LIME (IF REQUIRED) SHALL MEET THE REOUIREMENTS OF TXDOT ITEM 260, LIME TREATMENT USED AS SUBGRADE_ LIME SHALL BE APPLIED AT 114E RATE OF 6X BY WEIGHT, THOROUGHLY MIXED AND BLENDED WITH THE TOP 6. OF SUBGRADE AND UNIFORMLY COMPACTED TO A MINIMUM OF 100 PERCENT OF STANDARD PROCTOR (ASTM D698) DETERMINED BY THAT TEST.. LIME STABILIZATION SHALL EXTEND ONE (1) FOOT OUTSIDE THE LIMITS OF THE PAVED AREA. IT SHOULD BE PROTECTED AND MAINTAINED IN A MOST CONDITION UNTIL THE PAVEMENT IS PLACED. & SAND OJ94M PRO6BRTER THE USE OF SAND CUSHION UNDER PAVEMENT. INCLUDING SIDEWALKS, IS STRICTLY PROHIBITED. 7. REINFORCING BARS ALL REINFORCING BARS SHALL SE GRADE 40 KSI DEFORMED REINFORCING STEEL. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE DETAILS. & BAR CHAIRS ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAIRS OR OTHER APPROVED SUPPORT. 9. CONtECBON TO EOSTING PA%lE ENT. WHERE PROPOSED PAVEMENT TO EXISTING PAVEMENT IS TO BE CONSTRUCTED BY THE CONTRACTOR, AT LEAST 15' OF REINFORCING STEEL SHALL BE EXPOSED FROM THE EXISTING PAVEMENT, OR THE CONTRACTOR SHALL PROVIDE HORIZONTAL DOWEL BARS PER THE DETAILS. 10. TEMPERATUM CONDITIONS FOR CONCRETE PLACEMENT' CONCRETE SHAT NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLACED WHEN TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. 11. C%KREyE PAVEMENT CURT MEMBRANE CURING TYPE 2, WHITE PIGMENTED, STALL BE USED FOR WRING ALL CONCRETE SURFACES IMMEDIATELY AFTER FINISHING OF SURFACES AND SHALL BE M ACCORDANCE WITH THE TEXAS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS ITEM ¢526. 12 IESVa SAMPLES FOR STRENGTH TESTS OF THE CONCRETE PAVEMENT WALL BE TAKEN BY THE GEOTECHNICAL ENGINEER TO VERIFY DESIGN STRENGTH, PAVEMENT AREAS FOUND TO BE DEFICIENT IN STRENGTH SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. THE GEOTECEHNCAL ENGINEER SHALL ALSO RANDOMLY CORE THE PAVEMENT TO VERIFY THE THICKNESS OF CONCRETE ANY AREA FOUND TO BE DEFICIENT IN THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. I& SIDEWALKS AND RAIDS CONSTRUCTION OF SIDEWALKS, WHEELCHAR RAMPS AND ACCESSIBLE ROUTES SHALL BE IN ACCORDANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (IAS) AND THE AMERICANS DISDILITY ACT (ADA). 14. PAVEMENT MARKINGS: PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE NTH THE TEXAS 'UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS•. FIRE LANES SHALL BE STRIPED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REQUIREMENTS. ALL HANDICAP SYMBOLS, SIGNAGE AND PAVEMENT MARKINGS SHALL COMPLY WITH TAS AND ADA STANDARDS 3 BARS O r 3,500 pd CONCRETE 8' O.C.EW. 6' 3.500 pei CONCRETE -r 3,500 PTR CONCRETE SUBORCE SEE NOTE 7.J `COSTING GROUND LIGHT/HEAVY DUTY CONCRETE PAVEMENT SECTION au LEGEND Tw o NDLSPosE OF E OSTINO CURIB.- = IFIR PROPOSED FRRIGATTON SLEEVE DWANS104 JOINT ---- CONSTRUCTION JOINT D(M ELIY RAN]IE)ML• 7- 3500 PSI KONCIRETE PWT. W/RT BARS o 2r MC.EW ON X' COMPACTED SIIDGRAOE TO 95X AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 698) }JEAVY dMTV PAVI9AETih 6' 3500 PSN CaRaRETE PNMTZ/#3D . w//3 BARS o 24' MC.EW ON X' COMPACTED SUBGRADE 1b 95X AT OR ABOVE OPTIMUM MOISRxRE CONTENT: (ASTM D 696) jKiHT DUTY PAVEMENT. r N PSI CONCRETE PWMT. W/#3 BARS o 2r O.C.EW ON X' COMPACTED SUBGRADE TO 95X AT OR ABOVE OPTIMUM MOISTURE CONTENT. (ASTM D 696) SKIEWALK & FT.ArMAC, 4` ROMWORCED OONC RETE SIDEWALK FLATWOFK 7 • .:..4 • (KXb( PSI AT 26 DAYS) W//% BARS O XX' QC.EW ON X" OOMPAC70 SUBGRADE TO 95% AT OR ABOVE OPTMUM MOISTURE CONTENT. (ASIA D 698) DOSTM CONCRETE PAVEMENT BENCHMARK BM #1 = 639 70 BOXCUT FOUND ON INLET t 500' SOUTH OF STARS a STRIPES WAY ON THE WEST SIDE OF FM 2499 @ THE SOUTHEAST CORNER OF THE •ROOMS TO GO PARKING LOT. N i5 I—. k "y" CUT a 5269. ;: 38ii7. x\ant\1i\0rd\ard0l.d-2 madrrkd by 4w an Feb 13. 2006 - 4:09pm y4P -Wm— -,� Fnsnr aartAsaw,ya.Ap aMes.volaaae. _ aaa. Tec mnM4eie m�MT"'Cr�M rot lN�OR 11All OR�"tlM.LTOOC B ftiall aONfAiL- �w xAcros As 1n b• X,• snm. Pssaldx artfq n.vlrvle wz Ae aMcrm IfpSTlm®a�/•DE SHRUB PIT PLANTING DETAIL xts s oen" or srecrim nxa re wsoT exu. 6ROUNDGOVER PLANTING PLANT 50HEDULE a»o,tity sem` 1 common Nes. xl.nur Nuns G+eacrp�;cn TRf=f=,i dt1:4.C3MIMkRW21G ) Edr.o d 6—her Abeso IbsMo q..o..�d. ffbro Eb+Ord is"clw' 2 golbn. 12" Nt.A6' SPreod 5 sty.. F ��FFS BOId Cq— Tarodk" dKtlGM�m s• ccN-ger TrMyNt lo• !kA "P, -,d Wck 404 (/'•ddd�'' f Yaupon VbXy 14x H�a•W 5avamoh' m NCJS•yq-sgd mAt1-EnTilt N i b --LA—k mK. - 6 ahj. \ Cedar 0m N— u 0.1io 5' cMnper 10' MAS' spread 846, stra4�t trvck 18 (ag- rY� L-ra�Fa,xzo-s. ol:Pipe o�"Ides 5 gcdln. 12• Nt112' spread 12 sty. Plan East Live Oak QMran wghlanp '�" rdiper, W' M/ 154 04 \� 'Jack'E-,"' �lJack tvms a 4• sf-W, 848 ab-atgIt truck dt1:4.C3MIMkRW21G i:,:i 41111z 7 any, ) Edr.o d 6—her Abeso IbsMo q..o..�d. ffbro Eb+Ord is"clw' 2 golbn. 12" Nt.A6' SPreod 5 sly. f�•' Mistouat Pegs^ �"Arfstorrd' sG• B�aB maW:Mgapsc. 404 (/'•ddd�'' f Yaupon VbXy 14x H�a•W 5avamoh' m NCJS•yq-sgd mAt1-EnTilt N i b --LA—k mK. 116 sty. \ ar.a-i Bwlard y Ilx cwrvto 13vford0 nag' , i:,:i 41111z 7 any, ) Edr.o d 6—her Abeso IbsMo q..o..�d. ffbro Eb+Ord is"clw' 2 golbn. 12" Nt.A6' SPreod 12 a4 Asb- Jnudrw Tra:ospornfe sn tJ� arcpe �Fty-tle Lagentr�oenso Mico 5 gall-. 24' MAW spread b / vv 4,h— Ba,2vny 9 trees 5 gall -. 12' NLJW- ap sod 116 sty. i(L1 .,,�''`�i ar.a-i Bwlard y Ilx cwrvto 13vford0 nag' 5 gakg 24" Ntl2o• spread 18 (ag- rY� L-ra�Fa,xzo-s. ol:Pipe o�"Ides 5 gcdln. 12• Nt112' spread W mg. Plan East 0—f Ya.pw- No14j If.. V4pls l 5 .24' HLAS" spread 154 04 (� 'Jack'E-,"' �lJack tvms a 5 gonna-. rea 24" ItJ20' spd so ' ��t!�/ V 1,aJeatl�B", atis1 �a 5 galla. 24' MJ20' spread 604 T5 Texas S.9. L—"Mn 5 9.lk^ 24' KJ20' spread 6 ay- (� va !gated rm-t L'zlstru- siN-se 5 gdle-, 3o- KAW0o1 spread All w*laegxa Breda Shill bs i rlgoted Wth ai enderrpn auto -vette rr"p system TOP Q ROOTNt1 W l! rN111'aMYLYS lItaN o TREE,5TAKIN& DETAIL IUSe ND rex[ tb CO.Y I/10.b -IIeE Ai MIn'6xglaYal Vat d T -MST itlR ll� YGIL Alp eKAtBI YY (]/TYafT MR-IV23 saes Y Vl .-- rsanm.e,wa LAND50APE REOUIREMENTS I UKt—/5KOUND GOYER 6.720 y hed 2, HdWper 1, W' . 47. 1.760 S.F. Asb- Jnudrw Tra:ospornfe sn tJ� 4" pots a 12' Ot. 1204 6-1 Golw• 4' poU s 9' — M15GELLANEOU5 9 trees 446 L.P. Steel Edging Ry— 1/6' x 4•, buy 5' I—t w gads V-wl Betl Praparatron Ltnng Ea-tA t ooggyy eompleee mix" 2' layer LIIIId�dePlh min v Yy Hykh Sireddsd Gprass M�kh 3' mingman layer all bads and fres rNga All w*laegxa Breda Shill bs i rlgoted Wth ai enderrpn auto -vette rr"p system TOP Q ROOTNt1 W l! rN111'aMYLYS lItaN o TREE,5TAKIN& DETAIL IUSe ND rex[ tb CO.Y I/10.b -IIeE Ai MIn'6xglaYal Vat d T -MST itlR ll� YGIL Alp eKAtBI YY (]/TYafT MR-IV23 saes Y Vl .-- rsanm.e,wa LAND50APE REOUIREMENTS REQUIRED PROVIDED INTERIOR LAN1250 IN& A mhkmlm of ten (10) percent of gross par" Is the 9^= ground cover, plant, shrubs and trees. 5700 s.f. re q• 9,476 s.f prov. lsr'oss parea ogwl 57,000 arking There shall be a mi umum of one 0) tree planted for 9 trees 9 trees each four hundred (400) square feet or fraction thereof of required Interior landscape area_ PERIM-MR LAHDS-APIN6: Landscape buffer treas adjacent to R034 and Plan North 4 Trees Plan North 4 Tress abutting properties. Tress preferred are trees common to this area of Texas and shall have Plan East Plan East average spread of crown of greater than fifteen 6 Trees 6 Trees (i5) feet at maturity. Marrtrvrn of three caliper inches Plan West Pin West Khan measured six above ground. Requires one D) 6 Trees 6 Trees tree per each fifty (50) lineal fest of fraction Plan South Plan South thereof of perhistor area. Maxkmn height for 4 Trees 4 Tress screening }ledges or Shrubs. is 5ft. INTERIOR LANDa�GAPIN6: In all non-residential zoning dlstrk:ts, a mkthrxn of fifteen (I5) percent of the total Total site: Total sitar site area shall be devoted to feature knciscaping with 10.044si. 12.0505!. not to" that fifty (50) percent of the landscaping located in the required front gcrd. Site = 66,1160 sbeIng Total Front yard: 20,989s.f. 50% of taldscape Front yard: f=ront Bard: required In front yard 5.022s.i. 6,400s.f. NQN-YEHIC�■ AR OPEN EPAGE: Tree ratio per No n-vahkular open Space. If over 50 percent provide 1 Tres per/4,000 sq. ft. Total Open 2 Tress 2 Trees Vehicular Space z 59.000 of Total Nan-Vehkukr Open space- 8rr'662s.f. CASE NAME LA -Z -BOY CASE NUMeER: 0006-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R & 3, GRAPEVINE VINEYARD MAYO CRMARY DATE: _ PLANNING AND ZONING COMMISSION CHAIRMAN SHEET:_OF_ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES r ERS 5wWaiw I r.uaxsxxo tlliWlt• .... s>......efss s � �. �. �, �• f.a axx.Jaf.ff-0 5GALE: I"= 20'— O" GRAPEVINE MILLS PARKWAY (FM 2499) �4 •Li eccrae•5rc - zt2ra in xn;�'�a 7T-1�/�r.ti— t .��-�• l'iCP•Lit.'4r�i�'Cey't'�`.:�:��?�s�t.:'f.-._...tF'.<%.%F'��•.'._:Jya����.....:i.(..;.2� `•i 0:\011\1I\0rd\0rd02.dwq modified by qw a" Feb 13, 2006 - 4.09pm W b On N11111iii gill Relmil 2zind LOT 5— LANDSCAPE REQUIREMENTS LOT 2R- LANDSCAPE REQUIREMENTS REQUIRED PROVIDED INTERIOR LAND61-APIN6: A minimum of ten (10) percent of gross par" M the 17,378 s.f. 18'50 s.f. gross, ground cover, plant. shrubs and tress. 3.100 sl. 7,476 s.f Gross pmkWg moa equal 173,783 There shall be a n*wmum of ons (U tree plar"d for 43 trees 4$ trees each fax• hundred (400) scpare feet or fraction _ thereof of required interior landscape area. PERIMETER LANfJraf APING, Plan North Pian North Landscape buffer tress odJatent to R.OYi and 6 Trees 6 Trees abutting properties. Trees preferred are trees Plan P'cast Pim East common to this area of Texas and shall have f=lat East Plan East over spread of crorn of greater than fifteen 10 Trees IO Tress (15) feet at maturity. Mirmmm of three caliper Inches Plan West Plan YVest rAxin measured six above ground. Requires one (1) 3 Trees 5 Trees tree per each fifty (50) lineal feet of fraction plan South Pin South thereof of perimeter area. Maximum height for 11 Trees 11 Trees screening hedges or sMWs Is aft. Total site: Total site: TOTAL SITE AREA: In all non-residential zoning Total Site = 12050s.f. districts, a minft" of fifteen (15) portent of the total 201;667 9.f, site area shall be devoted to feature landscaping with not less than fifty (50) percent of the larlab irq 5% re aped ?=011. d: Provided: Provided: tieing located W the required front yard. = sl. - required Pant yard: NON-V@iIC )LAR OPEN SPACE: the Following SP22s f. 6,400s.P. requirements. Tree ratio per Non-vehtculm Open q Trees q Trees space. If over 50 percent provide 1 Tree _ par/4,000 sq. ft. Total Open Vehicular Space = 2 Trees 2 Trees 1314065 s.f. Total Non -Vehicular Open space= 35,090 sf. LOT 2R- LANDSCAPE REQUIREMENTS PLANT LEGEND 1 3 MIN. CAL. OVERSTORY TREE i i 0' MIN. Hi. ORNAMENTAL TREE NOTE: Tree locations and quantities are subject to change dve to Lot 2R 8 3 Plan finalization. i 1 ' j o 20' ,o• eo• 1Zd SCALE: 1" = 40'— O" CASE NAME: LA -Z -BOY CASE NUMBER: CU06-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R h 3, GRAPEVINE VINEYARD MAY SSC E ARYY DATE: PLANNING AND ZONING COMMISSION cRn� DATE SHEET:__OF_ APPROVAL DOES 140T AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES m � " a° o c a o P z • P SHEET .1 REQUIRED PROVIDED INTERIOR LANoscAPlNb: A mWknum of ten (10) percent of gross parking is the grass, ground cover, plant, shrubs and trees. 3.100 sl. 7,476 s.f Bross parking mea ogvai $'7000 Thera shall be a mk Ammn of one 0) tree planted for q tress q tress each fou• hundred (400) square feet or Fraction thereof- a required interior landscape area. PERIMETER L.AM)SGAPIN6: Landscape buffor_tress adjacent to R.OA and Plan North 4 Trees Plan North 4 Trees abutting properties. Trees preferred are trees Damned to this moa of Texas and shall have Plan P'cast Pim East average spread of crorrl of greater thm Fliteen Trees 6 TfEas (IS) feet at maturity. FRr>tum m of three caliper Inches Plan Ylest Plan West when measured six drove ground. Requires one (1) 6 Tr..es 6 Trees tree per each fifty (50) lineal feet of fraction Pin South Pian South thereof of perkneter area MaxWrun height for 4 Troon 4 Trees screening hedges or shrubs Is aft. .INTERIOR LANDSCAPING: M all non-residential zoning districts, a minknum of fifteen (15) percent of the total Total site: Total site: site moa shall be devoted to feature landscaping with 10)044s.f. 12050s.f. not less than fifty (50) portant of the imds"Ving being located W the required front yard. Site = 66'60 s.L Total Front yard: 20,407s.f. 50% of landscape Front yyard, Pant yard: required W front yard SP22s f. 6,400s.P. NON-VEHIGIAAR OPEN SPADE: Tree ratio per Non -vehicular Open space. IF over 50 percent provide I Tree per/4000 sq. ft. Total Open 2 Trees 2 Trees Vehiauim Space = 37000 s.f. Total Non-Vehiculor Open space= 0,5602s.f. PLANT LEGEND 1 3 MIN. CAL. OVERSTORY TREE i i 0' MIN. Hi. ORNAMENTAL TREE NOTE: Tree locations and quantities are subject to change dve to Lot 2R 8 3 Plan finalization. i 1 ' j o 20' ,o• eo• 1Zd SCALE: 1" = 40'— O" CASE NAME: LA -Z -BOY CASE NUMBER: CU06-03 LOCATION: 3450 GRAPEVINE MILLS PARKWAY LOTS 2R h 3, GRAPEVINE VINEYARD MAY SSC E ARYY DATE: PLANNING AND ZONING COMMISSION cRn� DATE SHEET:__OF_ APPROVAL DOES 140T AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES m � " a° o c a o P z • P SHEET .1 C3 a R AZB o w - EiPS CM> TYP. MATERIAL F94W TOTALS 24% e� -M rILT MN1 tT W.-OP#w 40% 5 wlwmm— 02 SIDE (NORTH) ELEVATION SONLE . V8 .1.C.' 03 SIDE (SOUTH) ELEVATION x &l. I!6• - t. -O. LOGO TO Be 19 FIOFEM We KM mm K• EIFS CROWD, COLOR TO MATCH SF88iN KLLIAFS ROVIEU LETTERS TO BE 'aLACK PAY-I,4M WWI MHRNMIY KjVM lATW - CONTACT LA -Z -1W CORP. VIESISN ALL" 50611 FATE KTN Liam- 1f T.ERHRS, FACE r1c 170 MATGM .,F63'CN KU.IA S #2201 'C4M OIK VNI . MATTE FRiSN. MIM ALKYLIC. FAGS PM CNANSFAam LETTER. TRA( 51611 POLE COLOR TO KATCN SHERW MIUJA lS 02201 TQIANY Wrl, MATTE FINISH. FJFSAAtr,AT CAP mco FIAIHS:Oi BRICK - TYR SM AREA WO SF MIN - T(P. 516N AREA WM RATIO - 1,366 05 POLE SCSI ELEVATIONS SGAL,E . V6• • ISO' =) P — Ovltm �a ecse�aL Ow � AVR9N. aww =PFVcacawxTAN t. � l wMncana�oroxco. ® CVMKVWA9 WATNI cGOORLWHt. MA1rtRD W �IAXR1 /C�CL71f 1DgWl CONT C r °C n Q W 8 H d ep6 W LD a0� °s _ w U J f. O J L -.: project no. OSW6-OI drawn check by issue 10 ME PLAN Arfi,cawN v � Y Y 1 C r °C n Q W 8 H d ep6 W LD a0� °s _ w U J f. O J L -.: project no. OSW6-OI drawn check by issue 10 ME PLAN Arfi,cawN v