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HomeMy WebLinkAboutAT&T_08-8221MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: / T45 T Epp , & Address: D S It CLP Project No. Date Project Reproducible Received: Date Reproducible is Forwarded to Director for Signature: 1, 3 D --wr Date Reproducible is Filed in Drafting Div.: �D --11 --G'e Date Release Form Provided to Inspection Services Div.:6- The site plan for the proposed project has been approved and released by the PIanning Department. The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEd.SEFORMIN CONSYRUCTIOWJOB FILE S:1CMaieU=ectionslSPTEMAN RELEASE FORMdoc 01-3000Rev. '-4/lI^/2002 Till fii,ro SOUTHWESTERN BELL TELEPHONE COMPANY EASEMENT FOR FOR TELECOMMUNICATIONS FACILITIES THE STATE OF TEXAS KNOW ALL PERSONS BY THESE PRESENTS: COUNTY OF HARRIS TFLATTHIS EASEMENT AGREEMENT, entered into by the undersigned, CLAY REAL ESTATE HOLDINGS #5, L.P., a Texas limited partnership jhercinafter referred to as "GRANTOR" (whether one or more)), and SOUTHWESTERN BELL TELEPHONE COMPANY, d/b/a AT&TTexas, 7602 Spring Cypress, Room 226, Spring, TX 77379, (hereinafter referred to as "GRANTEE', wherein GRANTOR, in consideration of the sum of TEN AND NO/100 ($10.00) DOLLARS, and other good and valuable consideration, receipt of which is hereby acknowledged, does by these presents, GRANT, BARGAIN AND SELL, CONVEY AND CONFIRM unto GRANTEE, its associated and allied companies and their respective successors and assigns (hereinafter collectively referred to as "GRANTEE'), a permanent non-exclusive casement (hereinafter referred to as the "casement') for the purposes hereinafter set forth, upon, across, over, above, under and within a tract of land described in Exhibit "A" and shown on Exhibit 'B", said exhibits being attached hereto and incorporated herein by reference for all purposes. The easement granted herein occupies part of GRANTOR's property located in Harris County Texas, (hereinafter referred to as the "Property') and described as follows: `I Park,_ a_subdivigibi rCcU—rdEil_Ur1der--Film_Code-No-6082.43_of-the-Mgp_Records of Harries-_� County, Texas; said propeLh'_comteyed_to C-2 REi'I. ES"1'ATE-HOI DINGS, LTD; by f; .virtue of.tTi t.cercain Special Warranty Decd dated.April. l_4,.2005:and: recorded. under Clerk's a F le-No=Y404733=o -rhe _Official.P.ubhc:Records of 12ca1 P> operty, Huns Couriry Tcxes. It is distinctly understood that this agreement does not constitute a conveyance of the Property, nor of the minerals therein and thereunder, but grants only a right-of-way and easement subject to the following: (a) GRANTEE hereby agrees to save and hold harmless the GRANTOR from and against any and all claims, demands, or causes of action of whatever nature, asserted by others which are caused by or arise in any manner out of acts or omissions of GRANTEE in the use and occupancy of the easement herein granted by GRANTEE, its employees, or any other persons acting under its control. r : . (b) The right-of-way and easement granted hereby is subject to all, if any, valid and subsisting oil, gas, sulfur, and mineral lease or leases, unitization agreements, deeds, easements, rights -of -way, restrictive covenants, mineral and royalty grants and reservations, or other instruments now of record in the appropriate records of Harris County, Texas which affect the easement. FILED FOR RECORD a:00 AM APR - 2 2008 Job No. Job No. LP-003-07 e"v County Clerk, Hants County, Texas (c) This easement is granted for the specific purposes of permitting Grantee to construct, operate, place, maintain, lay, inspect, protect, repair, alter, substitute, relocate, replace and remove such above ground and underground electrical, telephone, telegraph, signal and other communications facilities, cables, lines, circuits, and conduits, repeater huts, subscriber loop carrier repeater huts, buildings/structures housing telecommunication facilities, digital subscriber loop cabinets/structures housing said telecommunications facilities, and fiber optics repeater huts, together with such above ground and underground appurtenances thereto, as G, ranteeimay from tirnc'to'turi_e_teq' upon, -over, _across, above, under and -within -the -casement -the -right -of ingress and egress -to the -easement using_the— swface_of the easement and all reasonable routes across he Properq; including but not'limited to the gto'u_se`-all.eristing and -future roads, drives,—streets,_paiking lots, entrances and ezits__and-all-other paved areas of tlie.Propei�t} , c rright to'pave and to park vehicles on the surface of the easement; the right to drain or sheet flow storm water runoff from the easement onto the Property and/or into existing and future storm water collection and drainage facilities located within the Property; the right to clear and keep cleared trees, brush and all other obstructions from the surface and subsurface of the easement; the tight to install, maintain and use gates in fences which cross the easement; the right to fence the easement; and the right to pave the surface of the easement for parking purposes and to construct roads, streets and drives upon the casement; the tight to raise the surface grade of the easement by placing dirt, fill and/or other materials of GRANTEE' so that the surface grade of the easement can be raised above the level of the flood plain. Provided however, notwithstanding anything to the contrary contained herein, Grantee shall not install or maintain any telecommunications facilities which exceed a height of 20 feet above the surface grade of the easement. (d) Subject to the rights granted to GRANTEE as set forth herein, including, but not limited to the right to pave the surface of the easement, after the construction of. GRANTEE'S i! telecommunications facilities and also after any later operation done or caused to be done by j GRANTEE which affects GRANTOR'S Property or any part thereof, GRANTEE shall promptly �i restore the surface grade affected thereby to as nearly as practicable the same condition it was prior to �^ such operations. GRANTEE shall pay GRANTOR for any damages, oche than damages to trees, yl plants, shrubs, bushes and vegetation growing within the easement, caused by GRANTEE, its employees or persons acting under its control, during such operations. GRANTOR hereby j6 acknowledges receipt of payment in full by GRANTEE for all claims, losses, or damages to trees, plants, shrubs, bushes and vegetation growing within the easement herein described, caused by GRANTEE, its employees, or any other persons acting under its control, during GRANTEE'S use of easement. (e) Subject to the conditions and limitations herein, and provided the same does not unreasonably interfere with GRANTEE's use of the easement for the purposes herein intended, GRANTOR reserves the right (i) to grant additional easements and tights of way across and along (subject to the conditions of this agreement) the casement to such other persons or entities and for such purposes as GRANTOR may desire, (d) to construct or locate upon or across the surface of the easement landscaping, irrigation systems, paved parking areas and accessways, together with associated curbs, fences, lighting, etc., and (ii) to construct or locate across and along (subject to the conditions of this agreement) the easement underground water mains, storm water lines, sanitary sewer lines, and other utilities. Job No. Job No. LP-003.07 SIGNED AND EXECUTED this _�_ day of # 14 � 2008. CLAY REAL ESTATE HOLDINGS #5, L.P., a Texas limited partnership By: CLAY REAL ESTATE HOLDINGS #5 GP, LLC, a Texas limited liability company, its general par er 7 By: Albert W. Clay, III, P esident ACKNOWLEDGEMENT THE STATE OF TEXAS § COUNTY OF HARRIS § This instrument was acknowledged before me on the A? day of March, 2008, by Albert W. Clay, I1I, President of CLAY REAL ESTATE HOLDINGS #5 GP, LI.C, a Texas limited liability company, as general armer of CLAY REAL ESTATE HOLDINGS #5, L.P., a 'Texas limited partnership, of behalf'of said limited partnership. M1 � y4'`' �? 7.:! COA! .+':i51:4 EXP:ltCS � jLNiF 15. zoos . y.n.aVW+lti�µ\b "9YVii'I \.bVi:Iwt•r �... After Recording. Please Return To: Kevin Stephenson SPS Stephenson Properties, Inc. 1600 Highway 6, Suite 250 Sugar Land, TX 77478 4 NOTARY PUBLIC IN AND FOR SAID COUNTY Job No. Job No. LP-003-07 l04 K EXHIBIT "A" METES AND BOUNDS DESCRIPTION 0.0804 ACRE TRACT LOCATED IN THE ENOCH BRINSON SURVEY, A-5 HARRIS COUNTY, TEXAS Beings tract or parcel of land containing 0.0804 acre of land or 3,502 square feet, located in the Enoch Brinson Survev, Abstract 5, Harris County, Texas; Said 0.0804 acre tract being out of and a part of Reserve "C3", Replat of Undenvood Business Park, a subdivision duly of record in Film Code Number 608243 in the Map Records of Harris County, Texas (H.C.M.R.), and being out of and a part of a 207.049 acre tract of record in die name of Clay Real Estate Holdings #5 L.P. in Harris County Clerk's File (I-I.C.C.F) Number 2007-0656472; Said 0.0804 acre tract being more particularly described as follows (all bearings based on the subdivision plat) COMMENCING at the southwest corner of aforesaid Reserve "C3" and the southeast corner of Reserve "0" out of aforesaid Replat of Underwood Business Park, and being on the centerline of Porter Road (private street); THENCE, coincident the centerline of aforesaid Porter Road and the south line of aforesaid Reserve "C3", North 89 degrees 39 minutes 06 seconds, a distance of 391.36 feet; THENCE, through and across aforesaid Reserve "C3" and Porter Road, North 00 Degrees 20 Minutes 54 Seconds West, a distance of 74.16 feet to a 5/8 inch iron rod with cap set for the southwest corner and POINT OF BEGINNING of the herein described tract, being on the north line of aforesaid Porter Road and a curve having a radius of 80.00 feet; THENCE, through and across aforesaid Reserve "C3" the following eight (8) courses: 1. North 00 degrees 20 minutes 54 seconds West, a distance of 164.76 feet to a 5/8 inch iron rod with cap set for corner; 2. South 70 degrees 15 minutes 00 seconds East, a distance of 124.75 feet to a 5/8 inch iron rod with cap set for corner; 3. South 00 degrees 20 minutes 54 seconds East, a distance of 24.00 feet to a 5/8 inch iron rod .with cap set for corner; 4. South 89 degrees 39 minutes 06 seconds West, a distance of 36.00 feet to a 5/8 inch iron rod with cap set for corner; 5. North 00 degrees 20 minutes 54 seconds West, a distance of 24.00 feet to a 5/8 inch iron rod with cap set for corner; 6. North 89 degrees 39 minutes 06 seconds East, a distance of 6.90 feet to a 5/8 inch iron rod with cap set for corner; 7. North 70 degrees 15 minutes 00 seconds West, a distance of 83.11 feet to a 5/8 inch iron rod with cap set for corner; 8. South 00 degrees 20 minutes 54 seconds East, a distance of 155.33 feet to a 5/8 inch iron rod with cap set on the north line of aforesaid Porter Road; THENCE, coincident the north line of aforesaid Porter Road and aforesaid curve to the left, an arc length of 11.14 feet, a central angle of 07 Degrees 58 Minutes 32 Seconds, and a chord bearing of North 64 Degrees 20 Minutes 09 Seconds West, a distance of 11.13 feet to the POINT OF BEGINNING of the herein described tract and containing 0.0804 acre of land. Grvllcr Surveying, LL.C. March 5, 2008 Job No. 36-0404_sbc_mb nutnhe �me 0, fq^S UeAp) nNDU itf ans Bra `d!B lr[97Nr^&ll dy,�91i1Btl4w di itW�'trrv_f-6 cu a �i NOTES: 1. The surveyor has abstracted the subject property. 2. This survey was prepared without the , benefit of a Title Commitment nO 3. Basis of Bearings for the survey is the Y subdivision plat Replot of Underwood Business Park, F.C. No. 608243, H.C.M.R. 4. Easements shown hereon are of record in w the plot listed in note 3 QJ Ln A REMAINDER ,, RESERVE 'C3' s0• \ Pia UR REPLAT OF UN RWOOD 0.0804 ACRE BUSINESS PARK FILM CODE No. 608243. H.C.M.R. (3,602 SQ. F'T• SWBT EASEMENT 2 3912 ACRES ai OF 207 sq. AC 7 I OUT OF 20VE " ACRES RESERVE 'C3' REPLAT OF UNDERWOOD BUSINESS PARK M d FILM CODE No. 608243, H.C.M.R. u io- I 20•B� OUT OF 207.049 ACRES CLAY REAL ESTATE HOLDINGS, 15. �3; / P O B I H.C.C.F. No. 2007-06364 2 W \ \ 70' INGRESS/EGRESS � r h UfA. ESMT. OF 31 r.v' a TE r`c`>` v Atr.•.y I �I KENNETH •A• •CRULLER 5476 1 '�o ?P' Q N 391938 E PORTER RD. — — 9iY• �E8S10. ,�� . —_ \ \ PRIVATE STREET �•SUF1�� Curve I Radius Length Delta Chord Chord Bear. C1 80.00 11.14 7'58 32 11.13 N 84'20 09 W Course Bearing Distance L1 N 00'20 54 W 164.76 L2 S 70'1500 E 124.75 L3 S 002054 E 24.00 L4 S 89'39 06 W 36.00 L5 N 00 20 54 W 24.00 L6 N 89'39 O6 E 6.90 L7 N 70' 15 00 W 83.11 L8 S 00'20 54 E 155.33 survey is valid only if accompanied by original seal and signature. I do hereby .ify that this survey was this day made on ground. This plot correctly represents facts found at the time of the survey. h A. Cruller Registered Professional Land Surveyor No. 5476 EXHIBIT OF A 0.0804 ACRE (3,502 SQ FT.) SWBT EASEMENT OUT OF�,ANP A PART OF RESERVE C3. REPLAT OF ENOCH BRINSON SURVEY, A-5 HARRIS COUNTY, TEXAS GRULLER SURVEYING, LLC PROFESSIONAL LAND SURVEYING 800 Gessner, Ste. 850 HOUSTON, TEXAS 77024 PHONE: (713) 333-1466 DATE: 03-05-2008 DWG. NO. 36-0404—RESERVE_C3—SBC—ESA4T.DN SCALE: 1" = 50' r MI0DWIMIN On KIM11 %wE. Wall, DI t6E OF BE DEMOMM NES TE OFT COUNTTOf ORRIS ��ylb pihfNo>ltl ptfRfD'nf6NurbtS onto Ofbdtl VuEtktoRtlKardt s W Real �Woyiiry el Harris retdu RECORDED. N Mo ry, Ious an APR - 2 2008 F� e*4"-�l g COUNIYClDO( FWASOM IY,TE7(AS SOUTHWESTERN BELL TELEPHONE COMPANY SUPPLEMENTAL AGREEMENT LETTER ® Southwestern Bell SWBTCO Job No.: SWBTCO RT No.: SWBTCO Location: Fee Owner of Record: LP-003-07 Underwood at Porter Road Clay Real Estate Holdings #5 D/FW ROW Form 9100 (1/97) Agreements made between it Right-of-WaV Negotiator and the Landowner and/or Tenant to be performed by said Company's employees or agents. It is agreed and understood that Southwestern Bell Telephone Company will do the following: 1. SWBT install a Maxi -Hut on the easement and will try and match the exterior construction and color of the Maxi -Hut to the building to be constructed by the landowner on the property. Please contact the landowner's representative, Dee Sullivan, at 832-333-8727 to discuss. SIGNED AND EXECUTED this Z k i By:�(� Kevin Stephenson, SPS Stephenson Properties, Inc. Agent for Southwestern Bell Telephone Co. Agent's Phone Number: 281-207-0550 SWBT ROW Engineer: Jerry Ray cc: SWBT Agent SWBT Engineer Property Owner/Rep. day of 1 �l — _ 2008 By: Property Owner/Representative Name: Title: Memo To: tRodney_Sla_ti5n Engineering Masood Malik, Planning Curtis Herrod, Public Works Mark Huber, Inspections Donald Ladd, Fire From: Shannon Green, Planning cQ Cliff Meekins, Fire Prevention Date: August 6, 2008 Re: Port Crossing Building A3 (08-8229) Development Site Plan for "Port Crossing Building A 3" to be located along S. le Street is submitted for your review and comments. Please submit your comments to Masood. Site Plan Development meeting Tuesday, August 12, 2008 @ 2:00 pm in CRB. k— A �,�.� Memo To: Rodney Slaton, Engineering Masood Malik, Planning Mark Huber, Inspections From: Shannon Green, Planning Date: August 7, 2008 Re: Revised Site Plan (AT&T CLP# 08-8221) A revised Development Site Plan for AT&T at Old Underwood Rd. and Porter is submitted for your review and comments. Please submit your comments to Masood. Site Plan Development meeting Tuesday, August 12, 2008 @ 2:00 pm in CRB. Memo To: Rodney Slaton, Engineering Masood Malik, Planning Mark Huber, Inspections From: Shannon Green, Planning? Date: August 7, 2008 Re: Revised Site Plan (AT&T CLP# 08-8221) A revised Development Site Plan for AT&T at Old Underwood Rd. and Porter is submitted for your review and comments. Please submit your comments to Masood. Site Plan Development meeting Tuesday, August 12, 2008 @ 2:00 pm in CRB. SITE PLAN MEETING NOTES AT&T —Old Underwood Road & Porter CLP #08-8221 July 1, 2008 Staff that attended included: Masood Malik, Rodney Slaton, Mark Huber, Curtis kerrod, Cliff Meekins, Donald Ladd, and Janie Patterson. Jim Dey of AT&T attended. 1. The building will be a prebuilt for housing telephone equipment. 2. It will be a solid concrete structure. 3. It will have its own electric meter loop. 4. It will have two wall pack a/c units and will be unmanned.. 5. There will be no water'or sewer to the building and no plumbing. 6. CDR filled out and submitted to obtain address for building. 4. Per Rodney there is no additional detention requirement. 5. There is no SCUP needed. 1[ 8 I ' �t CI a I. S N ' 11.058 ACRES ; I: 481.581 SQ. Fr. B 22.085 ACRES Iq 982.034 SQ. FT. I I C3 \ \_ 5.814 ACRES 267.622 SQ. FT. C4 0.804 ACRE SQ. Ff. 11.508 ACRES 501.347 SQ. FT. I � I 4 l' j pl( 10.640 ACRES i 1 i I- 11.433 ACRES 483.480 SQ. FT. 488.003 SQ. FT.lz 'i I. R C1 4 40.387 ACRES .- ;35.49 iT. �1 a 1.759.703 SQ. FT. 21 j p 1.545.0348A 545.6034ASQ t b 1 1 3I 3 i an+: _ _ 1. PM R:tl. hk,C atl de h4nin i .rv1iEPN•:Q• 3o .IVEii nmt P'b aR,R lR Iri`My^,eluaJ Rfh a IV,CI CN ?,ACC' N la.lf• iN:, Mi•.i vFCi ICaLlC4 ".'1 ai V[:). v^4f CF L'iS i UMx.wY Yngml llnan ... n'�.i n••^••••••••��•" 3"�\ C.11p �AC41aW? CLI 3.[glyble puft Pun RG, :r E•fa, :+,F1�9C1ui •J.)lf`'a:v lwvi[u ^N^M,awR �o C'wnaV/ A!„CF:HJ I4 Y.AVVC 1 �!y t+,:F 3 J Cf Fu11k IIb IINv�wY IW. I T..__-_�. 1✓E MED 9E:CVLi •v .aVRli Cnlrl". Ir •,i J. ARsul ew4uisa�hnlCuat� �� _ DC.14R1 . I•C!'.LLC?vC. I :•q eu'usl.�Oe NCC`W Re I^`mRY u.0 trUhwo Rum r •�___=ly-'� L1 n)C.i C Pa,1 .1u,[vuu. L1,A �` 71 ;7: Ytt1i1Qu,' !'i3, DEEEnee.. rn. ".W. 1 •.w' C4 0.904 ACRE ' 79,381 SQ. FI'. e 11.433- 498.003 SQ. Ff. 1' i •:�. --I _- — -- IIy ail g; l'r a2 10.173 ACRES SQ. Ff ,443.127 O p rVN 1IE n..uru— III 5 ' I III I edIpL7TL 19S -_ -. _ _ CCICTON P11Vmp NAZI �® _ II 11.01.31G N. Ily - I Ili P 1. IYvm Ra[,1. M\[ I,M [M N[ hbYxn 1^'b rM11 M RI,RAr Nm1+6J lE mr =.a�ole R,.edmr[r.s w. 'uywlrnnk rvltleR e.arm I rsa.l •.,. pc p�C JJ11..Orw,M ' w:oe.' .a Maeus�xea.. M Aminim. Fry:l . UM!^'ki"A FCSYLii r'IN, NC`r1G 0.'r CI I—t CET'+'•, _ ,+11 f IF+CI ':C\.E`CE YI CCEJ .a1-IIn-Cn 'c + ri 1 n r:' Gi .vE.V.Y c: tl4 1�1 li+EoYc CLAT EIE.ELO WEP.t P4 ^TSIZKI( UYl [ZiY2[. Ate? E`.. 4»lye. :.• CA:iMFC4, :LUG Y.-LL 1 10p' c.GE 2 f 2 or 00.sy Pdq.�6 i -obi— 46 OF A�9 City of La Porte u Established 1892 TEXAS July 07, 2008 Nick Kothari 104 Industrial Blvd., Ste.# 100 Sugarland, TX 77478 RE: AT&T Equip. Bldg. — 10059 Porter Road (CLP. Project #08-8221) Dear Mr. Kothari: Staff reviewed the above submittal and found the following needs to be addressed. Show address: 10059 Porter Road & zoning as Planned Unit Development (PUD). (,,,,2' Add legal description- Reserve C3, 5.914 acre tract out of 206.990 acres of land, being replat of Underwood Business Park, , La Porte, Harris County, Texas. ✓3Identify name and type of development on the site plan. .I ✓ 4. Indicate use of building "Unmanned Equipment Bldg." on the site plan. ` - 5. Show all existing pipeline easements adjacent to and within the property on the site plan. ✓6. Since the building is on an easement, show access to the building; ingress/egress or driveway. Will there be a private driveway/road to the building, show it on the site plan. ✓7. Show distance from existing building to proposed telephone shelter on the site plan. Minimum setback adjacent to any utility easement shall be three feet. 8. Show adjacent properties with name/legal description as per survey or HCAD information. ,/9. Provide a dust free surface for the proposed paving. Options are concrete, asphalt or inverse penetration with coated rock (chip seal). 10. Need water main and fire hydrant within 300' of the structures as per Code of Ordinances. 11. Show landscaping and provide landscape legend. The plantings (trees and shrubs, grass, etc.) need to be identified on the site plan. 12. Show the routing of on and off -site electrical. Indicate if the on -site electrical will be overhead or underground. 13. The zoning permit shall be applicable from the City (copy attached). 14. Provide the City with a copy of approval letters from the pipeline companies or other easement Wd ff.sFairmont Pkwy. 9 La Porte, Texas 77571 • (281) 471-5020 15. Add Site Plan and City Approving Authority Certificates on the site plan. 16. Once the project is approved, a reproducible of the site plan sheet must be provided to the City. Once these items have been addressed, please resubmit three copies for review. If you require additional information, please call me at (281) 470-5058. Masdod Malik City Planner /enclousers c: Tim Tietjens Director of Planning CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471.5020/Fax (281) 842-1868 www.ci.la-porte.tx.us July 2, 2008 Nick Kothari 6500 West Loop South Bellaire, TX 77401 Re: Letter of Infrastructure Location (CDR-08-069) HCAD# 029-636-000-0005) HTE# 46942 Dear Nick Kothari, In response to your request for public services to your proposed development on Reserve "CY, out of the Underwood Business Park, the Planning Dept has determined the following: 1. Address: The address, 10059 Porter Road, has been assigned to the property in question. 2. Zoning: This property is currently zoned GC. *3. Culver!/Drainage: Not determined for this request. **4. Water: Not determined for this request The nearest fire hydrant has not been determined for this request. **S. San. Sewer: Not determined for this request. The nearest manhole has not been determined for this request. 6. Street Surface: Porter Road This letter does not constitute permission to build. All City of La Porte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. *The City of La Purte will install driveway culverts for residential developments only. ** The City of La Porte does not guarantee capacity of its utility mains for specific development. The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely, Randall Kubin CC: Inspection Services Division Engineering Technician Engineering Division 1 . .AJIF . .__._; I• i11 • r ILL,•• 1 1 1 City of La Porte PLANNING DEPARTMENT 604 West Fairmont Parkway - I a Porte, Texas 77571 Office: (281) 471-5020 -Fait: (281) 470-5005 www.laportetx.gov . REQUEST FORM ***NOTE TO APPLICANT *** Prnrodurac nn the reverse side of this form must be followed T CONTACT INFORMATION Primary Contact Name: 1 All 1 Phone (1): Q Mailing Address: (o .7 O d W L hn Pbone (2): City, State, ZIP: f ' 3 Z o ru c- 2- Fax: 6 , DEVELOPMENT INFORMATION Name of Development: Description of Development (Residential, Commercial; ' dustri Address of Property (if available): Legal Description of Property (Block, Lot & Subdivision or Other): • HCAD Tax AccL Number (13 digits) : 2 I request the City.to.process the,followiug checked,items: ZADDRESS ASSIGNMENT (JTI1= VERJFICATION •CULVERT SIZING (FOR NEW DRIVEWAYS ONLY)* -CULVERT SIZING FOR NEW DRIVEWAYS ONLY. WIDENING OF EXISTING DRIVEWAYS IS ADDRESSED ON A CASE -BY -CASE BASIS AND SUBJECT TO CITY ORDINANCES AND POLICIES. DO NOT PURCHASE Cl JL I UNTIL AUTHORIZATION IS RECEIVED. CULVERT PRo)aMATE QUANTITY OF MATERIAL- REQUESTS ING REQUESTS MUST BE SUBMITTED WrM AN AWITHOUT DRAWINCCEPTABLE GIDWILL N � PROCESSED T AND a of Applicant Da et of Submittal R:\CDR Reports\CITIZEN-DEVELOPER REQUFST FORM (REV. 03-26-07).dm City of La Porte Established 1892 SUBMITTAL FORM MINOR DEVELOPMENT SITE PLAN TEXAS (FIVE COPIES OF THE SITE PLAN ARE NECESSARY) ALL FEES MUST BE PAID AT THE TIME OF SUBMITTAL ADDRESS: OLD Unckrcjood Rqrtd 3 eori-f< LEGAL DESCRIPTION: DEVELOPMENT USE OF BUILDNG: nF.krRTnF-- U N $ . I OQ,00 FOR UPTO FIVE (5) ACRES $51.00 FOR EACH ADDITIONAL ACRE -5020 M41W. Fairmont Awv., La Porte, Texas 77571 (281) 471 Payment Submittal Date: o C7 Amount Due: /O O Name F'T Description: &(—T o -C--5 ices erye C3 i ^ ��e let✓1(ti� o Underwo��l t4�s• GLAccounts GL Account Numbers Code Descri tion Fee 001 0000 406 1200 IF Site Plans - Major and Minor (Miscellaneous License/Permits and Fees)-- 00 001 0000 408 0106 IH Rezones, Special Conditional Use Permits, Variances, Special Exceptions, Appeals and Nonconforming Uses and Structures (Filing Fee) 001 0000 408 0101 II Street & Alley Closing (Application) 015 0000 202 0701 IJ Street & Alley Closing (Escrow) 001 0000 406 1700 IR Pipelines (Application) 00,1 0000 406 1800 IS General, Preliminary, Final, Amending, and Vacating Plats and Replats (Filing Fee) 002 0000 408 0503 IU Water Line Tap/Meter Fee 002 0000 408 0602 IV Sanitary Sewer Tap/Meter Fee 001 0000 408 0113 IZ Sale of Maps 001 0000 408 0115 BA Copies 001 0000 202 •0712 G Streetlighting (Installation) 001 0000 408 0138 G Streetlighting (One year service) 001 7071 531 2010 G Street Signs 002 0000 408 0511 G Water/Sewer Service Agreements Outside the City limits (Administrative Fees) Park Zones (Check with Finance Dept. for specific Park Zone account) CITY OF LA PORTE, TX *** CUSTOMER RECEIPT *** Batch ID: UB FRANCES 6/26/08 50 Receipt no: 110335 Type SvcCd Description Amount IF MISC LIC/PERMITS & FEES Qty 1.00 $100.00 PORTER RD Trans number: 1734732 LICENSES AND PERMIT 00100004061200 Tender detail VM CREDIT CARD $100.00 Total tendered: $100.00 Total payment: $100.00 Trans date: 6/25/08 Time: 16:24:32 THANK YOU FOR YOUR PROMPT PAYMENT Alvin Oncken & Assoc. BUILDING DESIGNER 10500 Northwest Frwy., Ste. 211 • Houston, Tx. 77092 .713-682-1060 0 713-682-1090 FAX June 12, 2008 City of La Porte Masood Malik City of Planning Department 604 W. Fairmont Pkwy. La Porte Texas 77571 Re: Utility Trailer/Parts Sales 615 State Highway 146 La Porte, Texas 77571 Mr. Malik, IJ JUN 131008 F Enclosed are the original drawings of the site plan, site grading, and site drainage for your final approval as we have discussed. Thanks for all of your help on this project! Sincerely C04- a Alvin Oncken P zoo (jA NOTES: 1. The ,ur4eyor hm ahsUactsd the subject arewny. 2. YbZ rtr7 wf Pt.pored wNaA Um Ilaafil of o TIIN Camutrt�ant \ • r r 3. Basis of Bsabgs for NJs n+n'aY A im . ' & \\ t Business Pork, F.C. No. ti082d3, t1.CYR qt 4. Easements shown hereon are of record in the pill listed 1..to 3�s F.•<r.. SYNC Jn 1A .off- I 0.0e04 Acsa ✓� �q far CODE M (9.502 8Q. !T. sera �cas � I e�H! (wow .► FLU yCODE ..son" rrer.. I / � Li" �Uil 6WE�•�' Aare, q V Gi b � V p: J.H: 1{Cti. 11► >IOm�aW.i \�ArAr "' ' ..................w _ _ KENNETH A rJ LLER —. 54 au a �'� •sae v��0@ "P. a � RD. cs - JYp • ... t 0. .-_-) a-- Ir>:.aNJI D.11a I O d Chord Bear. piC�iFiELir• O�iSf�F�i7�ZIC:� —: ,-d oM• M ocean+vaNsd by jowl seal and signatue. do hreby that the wovey has this day mods an wad. This plat CMCUr RPC— W :ts land at the lkne of the wrvey. h A GMcr No. Se7a Registered ProlesSiorol Land &w"y" A IT.) CRULLER SURVEYING, LLC peormscKa 1m > MDID SW Genner. HOUSM14. TSYAS 77024 Ir4Matr,:OM- c.�-�r�rG . SGUE 1• • JD' \ 009 Opt, \ Mgt M 96'90 00 it g1?1 911' tl \ \ S&6a \ \\\\ Al Fnd. 60D Nail x 9120 \ \ x 9610 x 9�' % \ x \ 16 \ ir.•'tt���•'iII��f.is 155 19•c~ x3Lrti.i�Xti,- T� YRJ ��'7i'.Y-. !{. .�.J .. F � ef�l� --7.' y1,1 •-i�t �-. � !�-F _. t!-�..i 4't3a�% 8HEr=T DESCIPUPTION 1 OF 7 INITIAL SITE WORK/ BUILDING FOUNDATION 2 OF 7 FINAL SITE WORK/ GRADING, PAVING 3 OF 7 MISCELLANEOUS CONCRETE DETAILS 4 OF 7 CONCRETE SPECS AND MISC. DETAILS 5 OF 7 ELECTRICAL. CONDUITS AND MISC. DETAILS 6 OF 7 REMOTE TERMINAL BUILDING CONST. DETAILS 7 OF 7 FENCING AND MISCELLANEOUS DETAILS \ fl 9 \1,16 \ Ixt9, g1 9\ 9106 \\\\ I x A I \ \\ 1oh 11 01 \\ 9901 �1 '? \�91`g � �24 x Y91'Q x t' x � 91:A (i01?9xg1• 91259 \\ 1 \\`�� x �1 x 9Y �9\ �,9 !93. rya afs� "�' Fnd 60D Nat?.__ ` g1 �6 'x�968' x 1zo I I Fnd 6DD No t+ -Bat t gs \ \ 3 red 60D Noi7 IlnlB91 EASEMENT FOR TELECOMMUNICATIONS FACILITIES (TRACT 1) is �\ 1 6i 195 9ag1 91 9� 91 , 19116 \ }g,t9 xg1� 16x91' 9' f. I x fi911 --1 91. Y•4 `\ \\\ 9 65 Beingout a 207.049 tract of land more or less, situated in the Enoch I I 1 1 / 1 Brinson Survey, A-5, Harris County, Texas and being art of Reserve "C3" in q19 91 ( Fnd 60D Nail \ Y Y 9 P ( --......... -.-.: 1e1Fnd. 601D� a! I —_______ � — 'IB \ 91j1 \\\ the Replat of Underwood Business Park, a subdivision recorded under Film I 91B 9 s ?� x91' x Code No. 608243 of the Ma Records of Harris County, Texas; said property >7 ' y1,0 ,' g1g9 }-g*a--*9 91P \` conveyed to C-2 REAL ESTATE HOLDINGS, LTD. by virtue of that certain �' 1 ......-.. 9 \ Special Warranty Deed dated April 14,2005 and recorded under Clerks File I. NS-1 / No. Y404733 of the Official Public Records of Real Property, Harris County, Texas. I C O O cc W G Z 0 tJ O CAUTION EXISTING AT&T/ SBC FACILITIES IN CONSTRUCTION AREA. VERIFY EXACT LOCATION & DEPTH PRIOR TO ANY DIGGING AND/OR BORING. �91,1x911 x91 \ `\ 1 ST0I2Y CONS BUILDING In I� � I ��2 I : EXISTING CONC. PAVEMENT Fnd 60D Nod M11 616 g1 ONx 9F36.00' "B Inlet Yt 9 1 yj t4 I �$ I A 9, 4� x 916AOF x -- � _ x 9 3 I I N ; l000l Fnd 60D No' i b� .. 9j 65.. .919� A \?\ate a O 9 — — — Fnd. 60D Nod 9 �/ ft Fnd. 600 J .�,g x91� x91gt x9'� -. xg159 1�' xg 297509t 19' Inlet \ 9 '2 Tel B. Cable Sign 91 91 rit .0 19!'6 9Y 6 x x x 0.1 � x 916 BENCH MARK: T.B.M. "A" PAINTED DOT ON NORTH BOLT OF EXISTING FIRE HYDRANT LOCATED ALONG SOUTH BACK OF CURB OF OLD PORTER ROAD ACCROSS AT&T EASEMENT FOR TELECOMMUNICATIONS FACILITIES EASEMENT. (ASSUMED ELEV. = 100.00) .�" UNITED ENGINEERS, INC. JOB Na 28o6g-oo x g1P CONTRACTOR SHOULD VERIFY REMOVAL OF TREES WITH AT&T REPRESENTATIVE DURING PRE —CONSTRUCTION MEETING. EXISTING CENTERPOINT ENERGY ELEC. AND GAS FACILITIES IN CONSTRUCTIONS AREA. CONTACT CENTERPOINT ENERGY 48 HOURS PRIOR TO ANY DIGGING AND/OR BORING. se AREA DETERMINED TO BE OUTSIDE THE 100—YEAR FLOODPLAIN (ZONE—X) BASED ON F.I.R.M. #48201CO930L PANEL #930 OF 1150 (REV. JUNE 18,2007) PORTER ROAD. TBM 'A' REMOTE TERMINAL SITE SCALE: 1 "=20' I.C39 )(36.00' SCALE: 1 "=10' —30' Building Line------------ 70' /NGRE.W.& RESS dr U77L ESMT. INITIAL SITE WORK: BUILDING FOUNDATION AND RELATED WORK FACING SOUTH N 00 0 0 0000 (ey Map #539-J SCALE:1 "=20' IF CONDUIT IS NOT ALREADY PLACED, CONTRACTOR TO PLACE 8-4" 'C' PVC ti 31 L.F. IN CEMENT STABILIZED SAND (4' DEEP). AT&T CO. Easement For Telecommunication Facilities \TRACT 1) fie\ Fnd. 60D Nail ;T y I � O I 1 � `1t 12a C4 e 'I 11 J I 9 Fnd- 60D NaR r PROP. MAXIHUT FOUNDATION La Porte R.T. # 1.144 10'-11" X 24'-11" (PAD F.F. = 99.05) (BLD F.F. = 99.55) 1PiC M MAP ICY MAP N.S. % EXIST. ELEV .. "" EXIST. EDGE OF .. CONC. PVMT. EXIST. TREE 'r RECEIVED AT&T..CONDUIT INCLUDED IN THIS CONTRACT FROM R.T. BUILDING TO THE LOCATION SHOWN ON PLAN TEXAS. ONE CALL PARTICIPANTS REQUEST 48 HOURS NOTICE BEFORE YOU DIG, DRILL, OR BLAST — STOP CALL Texas One Call System 1-800-669-8344 -`: 120/240V. 200A 1 PHASE, 3W UNDERGROUND ELECTRIC SERVICE WEATHERHEAD PER ELECTRICAL SERVICE DETAIL; ENCASE IN AND RED CONC.; COORDINATE ROUTING W/ AT&T; VERIFY POINT OF POWER ENTRY W/ ELEC. CO.; SECURE AND PAY FOR ALL PERMITS, OWNER'S FEES, SERVICE EXTENSIONS. ETC. REQUIRED FOR COMPLETE ELECTRIC SERVICE TO BUILDING. F=„ CLEAR SITE AND PLACE BUILDING FOUNDATION AS DETAILED W/BRICK LEDGE AND PROVIDE CONCRETE PORCH WITH THREE 6" RISERS AND TWO 11" TREADS AT EACH END (SEE DETAILS THIS SET). QPROVIDE ELECTRICAL GROUNDING SYSTEM PER SPECIFICATION ` 04910. SECTION OF PROP, PLACE 84 —" DUCTS & VENT SYSTEM PER VENT SYSTEM DETAILS. 8-4" DUCTS AT PLUG IDVERIFY EXACT BUILDING DIMENSIONS & BUILDING FLOOR THICKNESS TO ESTABLISHING TOP OF FOUNDION AT %=wool Iat&t CORPORATE REAL ESTATE 711 Louisiana sheet . Suite 300 Houston TX 71002 Talephow 50 Gensler Facsimile 713229.93443 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH. ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON, TEXAS 77002 713.237.8900. FAX: 713.237.0123 CONTACT: JOHN GARDNER UNITED ENGINEERS, Na ENGINEERS & SURVEYORS 8303 SOUTHKE4.T FRWY. TEL T3) 271-13 FAX 27 2000 H IOUSM. TEXAS 77074 -MAL 1110 M14ITEDEMM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND10R ZONING CHANGES. AT&T PROJECT NUMBER TAT&T AUTHORIZATION GEOTEC AT&T PROJECT MANAGER I0 law Deb i taw Dasalpdoe BY Ch@C* XX 01 MMMD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION IB.fl�atafl.lL.. OF*40196 T�`,� 1 A. f+• t'NN.N.N�/ON�jaNN.N.N� *W 0' KEFELEGNE TESFAYEo 697 sj so lPf*d u m. La Porte Rd R.T. 1144 ��.. I I QW FIN Nt 1 ALLUN X NUMBER XXXXXXXXXXXXX I CONSTRUCTION PLAN w le. AS SHOWN Ref. North DETAIL OF CABLE SLOT PRIOR . AT R.T. FLOORPLACE 1-3 LF & 1-6 LF 1" PVC PIPES CONNECTED TO HVAC \ (SEE DETAIL #3 ON SHEET 6 OF 7) DRAINS PER HVAC WATER DISCHARGE PIPE DETAIL %x, SHEET 1 OF 7 N.T.S. PORTABLE FIRE EXTINGUISHER o200SaatsMr a a 97.22 97.35 97.43 *q1,� fi ®gldl \\ OI9 \ 197.321 Exist. Maxihut 190 Foundation La Porte R.T. #1144 xq,z1 \\` PAD F.F.=99.05 BLD. F.F.=99.55 97.86 �q,� �q,z, .96$` 97.51 j 97.76 960 \\\,1\ f9j1° \\\\ qb•�° 97.66 97.76 �� �► \� ,9 �\ 16 } 9 91- \ I \��91,1 15 � `\ f91Og I,6�p 9� 491' \\\ FINISH GRADES AT EXISTING BUILDING: GRADES MAY BE 1 �\ 1°`g1o1 �\ SLIGHTLY ADJUSTED AS NECESSARY TO INSURE POSITIVE I\�,,o DRAINAGE FROM ALL EDGES OF THE BUILDING AS �9��° I',� ,. , $91' APPROVED BY S.B.C. CO. ARCHITECT. x91 �� �' 9 x91' *91 \ �q► 91�� 96 x DETAILS OF PROPOSED ELEVATIONS f NEAR BUILDING N.T.S. I 1• 96�, 91 91- G O O 3 W In C J O CONTRACTOR TO PLACE ROOF AND BRICK FACADE. VERIFY MATERIAL AND COLOR SELECTION WITH AT&T REPRESENTATIVE BENCH MARK: T B.M. "A" PAINTED DOT ON NORTH BOLT OF EXIS77NG FIRE HYDRANT LOCATED ALONG SOU774 BACK OF CURB OF OLD PORTER ROAD ACCROSS AT&T EASEMENT FOR 7ELECOMMUNICA77ONS FACIL177ES EASEMENT. (ASSUMED ELEV. = 100.00), \ q2 a `\ � 91 Aq � g1 i$ � 1611916` 91 g5 � 9� 1' 91 o I 7F 9 911---i9—'1) i• 91 911 \ 66 191 \ 9• I g,� 1 1 9'19...................... 9181 r----- — / 116 I Is 9 91.600 I PROP. 12" WIDE C.L.G I xy1 .1 i9�16 �91 DOUBLE DOORS =97.1 I' I STOIRY CONC. BUILDING A2 -97. I \ J 6' 91�1 , 91 911 : 91•d9 1 9 =97 1� 9 1 .g1d6 / ' I' �16 law Inlet I \ 9i EJ j P=97. P=97.1 I ' W' * ' E I �6 36 1 1 , 1 i I P= 7.2 � 9 9� i I-------� 9' -% 9l 1 E 1 g1• P=97.5 =97. 91 g1 + 91.0 91.0 x PORTRR RD: 0 AREA DETERMINED TO BE OUTSIDE THE 100— YEAR FLOODPLAIN (ZONE—X) BASED ON F.LR.M. 148201CO930L PANEL 1930 OF 1150 (REV JUNE 18, 2007) 9&41 x1 "B' Inlet 9Z Tel. B. Cable _ign * 9116 TBM 'A' -f 916 PROPOSED 69 HIGH CHAIN LINK FENCE W/ BARBED WIRE -- 114 L.F. 4,:I6 — 30_BuildinELine 70' INGRE.!M,&f;W.!M dr UH1- EWT. REMOTE TERMINAL SITE SCALE: 1 "=20' FINAL SITE WORK INCLUDING GRADING PAVING AND RELATED WORK SCALE: 1 "=109 000' i Key Map #539—J SCALE: 1 "= 20' VKXM Lw IMY NIAP #539-J N.T.S. 1IPROP. 6" THICK CONCRETE SLAB W/ #4 BARS 6 12" O.C. (BOTH WAYS) 16i%S%0CI4ARGE%`PITv SEE 1 SHEET 7 OF 7 N%r—r A I I ►2A A . EXIST. MAXIHUT FOUNDATION La Porte R. T. 11144 10 -11 m X 24 -11' PAD F.F. = 99.05 BLD F.F. = 99.55 lE12M =98.1 PROPOSED ELEVA 77ON 6� �91 EXISHNG ELEVA77ON EJ EXPANSION JOINT Ci CONS77?UC770N JOINT C CONTROL JOINT IJ ISOLA77ON JOINT —�. DRAINAGE PA 774 CENTER LINE a BENCH MARK PROP. CHAIN LINK FENCE BC BACK OF CURB PVC POL Y— VINYL CHLORIDE CONC. CONCRETE C.L. G. CHAIN LINK GA 7E C.L.F. ,-'" CHAIN LINK FENCE ELEV. ELEVA 77ON F.F. FINISHED FLOOR FL FLOW LINE R.O.W. RIGHT OF WAY R. T. REM07E 7ERMINAL T.B.M..__ 7FMPORARY BENCH MARK 7P TOP OF PAVEMENT TYP. TYPICAL at&t CORPORATE REAL ESTATE 711 Louisiana Sftd Suito 300 Houston TX 77002 Gensler Facsimile 713229: 343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH. ZONE 1.2 BELLAIRE, TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET, SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER UNITED ENGINEERA INC. CONSULTWO ENGINEERS a SURVEYORS -� L103 SOUTHWEST FRWY. 7M 713 27t-29oo SUITE 600 FAX 71 271-2999 HOUSTON. TEXAS 77074 E—MAIL TEDOUNIIEDE.COY PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION WAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, ANDIOR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC I AT&T PROJECT MANAGER I0 baue Deft i hnue De.aNp1{en By Chedt XX 01 MM/DDf YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION 0� IPFO)MA v f La Porte Rd R.T. J1144 ICAD m Name IALLIANCE MMM3M XXXXIUD(XXXXXX o.". CONSTRUCTION PLAN Ise AS SHOWN Ref. North SHEET 2 OF 7 UNITED ENGINEERS, INC. ,Ioa No. 28o69—oo 1010 O TOP VIEW FRONT VIEW LOAD TRANSMISSION UNIT JOINT SEALER NAIL STAKE %4"AR OOSE FIT 26 GA STL TUBE dn ' •''_ ° ' �' "' DIPPED IN ASPHAULT '_ all ' ' 3" (NP•) " 3 4" EXPANSION JOIN T (PERF RMED JILLERg NOTE: JOINT SPACING NOT TO BE GREATER THEN 80' AND SHALL BE LOCATED AT THE ENDS OF ALL RADI OF THE ROADWAY AND/OR CURB. STEEL TO MEET ASTM STD. SPECS FOR CONCRETE REINFOR. BAR UNITS SPACING 12" C—C. EXPANSION JOINT N. T. S. NOTE: WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, CONCRETE SHALL BE DRILLED AND REINFORCING EPDXIED INTO SLAB. `I s" II 1 /2" -p -H . w 3" Q� co #4 CONT. MORTA ISCURB NOT REQUIRED WHEN CURB IS POURED 0000 BUT CURB WILL HAVE THE SAME OUTSIDE DIME CONCRETE CURB N.T.S —3/4" MIN. (UNLESS OTHERWISE SHOWN ON PLANS) t1/16" JOINT SEALANT z DOW CORNING 890—SL N c SELF LEVELING SILICONE 10 W� J M z BOND BREAKER Z JOINT NT MA ER AL W� 4- REDWOO�2AR) '- DEEP PULL STRIP. DRILL HOLES FOR DOWELS. EXPANSION JOINT DE_ N.T.S INE. JOINT SEALANT _ (SEE EXPANSION JOINT DETAIL) N REBAR (SEE SITE PLAN) LUBRICATE PORTION OF DOWEL IN THIS SLAB (# 4 x 18" LONG O REBAR SPACING) ISOLATION JOINT N M z N.T1 " FOUNDATION, COLUMN, PIPE, WALL OR SIDEWALK 4' PREMOLDED INT MATERIAL #4 O 12 C—C EACH WAY . • F.. NOTE: T = DEPTH AS SHOWN ON PLANS CONCRETE PAVING DETAIL N. T.S JOINT SEALANT DOW CORNING 890—SL SELF LEVELING SILICONE BOND BREAKER INITIAL SAW CUT --� �-1 /8" TO 1/4- SAW CUT CONTROL JOINT 6" THICK CONC. SLAB Re: SPEC 04800 SLAB REINFORCEMENT #4 BARS O 12" O.C. EACH WAY SELECT FILL COMPACTED PER SPECIFICATIONS RE: SPEC 4130(A) AND 4140(G) COMPACT SUBGRADE--/ PER SPECIFICATIONS JOINT SEALANT (SEE SAW CUT JOINT) 'REMOLDED OR 'ORMED JOINT 1'-3' LAP CONTROL ( NEXT FIRST POUR 1/8" RAD. POUR _ REBAR N NOTES CONSTRUCTION JOINT 2' DEFORMED (SEE SITE PLAN) TO BE USED WHEN POURING METAL STRIP OPERATION IS DELAYED (NOT TO REPLACE EXPANSION JOINT) CONSTRUCTION JOINT N. T.,S SAW CUT CONTROL JOINT (SEE DETAIL BELOW) JOINT SEALANT (PER SAW CUT CONTROL JOINT DETAIL) REBAR (SEE SITE PLAN) I •'-%1 _L w •r ... , . 2 1/2- CONTROL JOIN_ N. T.S ~ 6' CHAIN LINK FENCE w/ BARBED WIRE FENCE Re: SPEC 04700 PROP. ELEV. SEE SITE PLAN ALV. PIPE SLEEVE XIST. GRADE VARIES —REMOVE TOPSOIL & ORGANIC MATTER TO A MINIMUM DEPTH OF SIX INCHES SLAB & CHAIN LINK FENCE DETAIL N.Ts EXISTING CONC. PVMT .......... -� r 18" 6" UNDERCUT DETAIL MISCELLANEOUS CONCRETE DETAILS N. T.S OT PART 15Q&N IS CONTRACT VERTICAL ,— SAW CUT EXISTING I /I EACH WAY C—C PAVE ' N CONCRETE REPAIR EXISTING BASE MATERIAL BASE, VERTICAL REINFORCIN AR S BE DOWELED NOTES: ` 10 CLEAN TICAL SAW CUT (1 2" MIN.) IS TO BE MADE SOUND MATERIAL ON SIDES WHICH ABUT EX G PAVEMENT. FORMS SHA BE USED SIDES WHICH ABUT NATURAL GR D. T = DEPTH AS SHOWN ON PLANS. CONCRETE REPAIR DETAIL N. T.S OT PART OF THIS CONTRACT;.:; }, '*4%UbEu CONPAVEMENT (SE PLAN FOR THICKNES D REINFORCING). EXIST. A.C. PVM'T. / 1 r3" •�. 18" . PAVING HEADER DETAIL N. T.S NOT PAUT QFSST141A§. CONTRACT EE SITE PLAN FOR PROPOSEDLELEVATIONS EATURA 1/4OPE G 7" CONCRETE SLAB RE WITH #3 BARS O 1 dl (EACH WAY) 0gPIWI WWM A —A N. T.S BGRADE: SCARIFY AND PTO 95% OF STANDARD CORPORATE REAL ESTATE 711 Louislaw Street Suite 300 Nowto" TX 77002 Gensler Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 508 TRAVIS STREET. SUITE 200 HOUSTON, TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER ®UNITED ENGINEERS; INC. CONSULTING E NGINf?PAB & SURVEYORS —� 8303 SOUIHIM FRWY. IM �13 90 FAXL7—2999gpTE 600 HMSTOH TOM 77074 E-MAM*A*M W-cow PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMIT'S AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER fs�a. DxftA1uwD@@Cr4Aw By XX 01 MM/DD/YY ISSUE BY CHECKED BY_ DRAWING ISSUE DESCRIPTION La Porte Rd R.. #1144 IftVIIIIIIIAMMdow 1AUMMMOMOM xxxxxxxxxxw 10..E CONSTRUCTION PLAN l� Ref. North DETAIL SHEET NO. 1 e2oo3 cNen.w SHEET 3 OF 7 UNITED ENGINEERS, INC. .be NO 28069-00 U SECTION 04800 — CAST —IN —PLACE CONCRETE 04850 WORKMANSHIP: 04810 RELATED DOCUMENTS: Refer to General and Supplementary Conditions. A. Furnish and install wood forms constructed of the above specified materials 04820 EXTENT OF WORK: of sufficient strength, rigidity, straight, tight and true to form grade beams and slabs to profiles and dimension as indicated on the Drawings. Form outside face of all perimeter beams. slabs. turndowns, and any other concrete A. The Contractor shall furnish and place all concrete, fabricate and place all exposed to view to a depth of 12" below finished grade. Vapor barrier shall reinforcingsteel, and construct and set all wood formwork for reinforced extend halfway down sides of beams. Chamfer strips to be used at all angles concrete building and site work as indicated on the Drawings. Furnish to the of concrete which are exposed to view, unless shown otherwise. Remove forms Architect detailed plans and schedules of reinforcing steel for approval only after a 3 day minimum set time. prior to fabrication. B. Place reinforcing steel straight, securely and accurately according to the 04830 GENERAL: Drawings on sheet metal chairs at 4'-0" o.c. Tie securely every other bar intersection with splices a minimum of 50 bar dia. and a full penetration A. Building floor construction shall support a minimum uniform live load of 150 butt weld at butt splices. lbs. per square foot without deflection. The precast building finished floor efinish grades and elevation shall be a minimum of 12" above the surrounding C. Concrete shall test at 3000 psi in 28 days being a minimum of 5� sacks of » 6 above the crown of the road. Soils below slabs on fill shall be cement per cubic yard with 6 gallons of water per sack of cement. The stabilized to allow no more than 1/2" vertical movement in 20' of horizontal Contractor shall assume full responsibility for meeting the above limiting conditions and the mix design shall be prepared in accordance with ACI 613 floor run. There shall be no cracks in any floor slabs other than hair -line latest edition and submitted to the Architect's office for approval. The shrinkage cracks. The maximum allowable floor slab variation shall be 1/8" Contractor will retain a testing laboratory and conduct all testing with full vertical variation in 10' horizontal floor run. reports furnished to the Owner. Mixing time for transit mix shall not be retempered and used. Take caution to prevent segregation of concrete during B. Cast -in -place concrete work, unless otherwise noted, shall conform to the placement. Place no concrete when temperature is below 40 degrees F, and ►� requirements of ACI 301-72, Specifications For Structural Concrete For provide protection for freshly poured concrete in freezing weather as buildings" and/or ACI 308-71, "Building Code Requirements For Reinforced directed by the Observer. All floor slabs shall have a smooth monolithic finish; all stoops, walks and slabs exposed to the elements shall have a „ Concrete", whichever is more stringent in the matter considered. D. Concrete Finishing: U04840 MATERIALS: 1. General: Concrete slabs shall have a smooth monolithic finish and A. Concrete Materials. shall be finished to tolerances as described. 1. Portland Cement: ASTM C-150, Type I or Type 11 (High Early Strength). 2• Broom Finish: All horizontal surfaces on exterior stoops, landings and sidewalks shall receive a light broom, non -slip finish. 2. Concrete Reinforcing Materials: Reinforcing steel shall be a product of the USA. Intermediate grade new billet steel grade 60 (55 - 75 KSI) except as follows: a. Reinforcing Bars: ASTM A-615 for #2, #3 and #4 bars (Grade 40). b. Deformation: ASTM A-305 for A-615. C. Welded Mesh: ASTM A-185 (Equivalent size). Excessive rust and scale shall be cause for rejection. d. Sheet Metal Chairs: 3" x 6" x 20 ga., galvanized or plastic. e. Tie Wire: 18 ga. annealed iron wire. 5. Aggregates: ASTM C-33 graded as follows: % Passing Gravel Sieve 1-1/2" 1" 3/4" Size Size #4 95-100 1-1/2" 95-100 % #16 50-80 1" 90-100% #50 10-80 3/4" 40-70 7o 90-100% #100 0-5 1/2- 25-60% 3/8" 10-30% 20-55% #4 0-5% 0-10% 0-10% 6. Water: Clean and pure enough to drink. 7. Admixtures: For all concrete, add Master Builders "Pozzolith" and "Stearox 100" or approved equivalent. Use in accordance with the manufacturer's recommendations. S. Curing Compound: W. R. Grace "Horncure 30". Sonneborn "Sonosil" or I. Reiss Co., Inc. "ReisCo Cure & Hard Seal". B. Formwork Materials: 1. Solid Wood: New No. 2 Yellow Pine or construction grade Fir or better. 2. Plywood: New Douglas Fir or equal. grade -marked Plyform, of thickness to withstand deflection. 3. Form Ties: Rigid type, either removable strap type or break -off type 1" back from surface. 4. Form Oil: Shall be non -staining mineral oil compatible with required finish applied to concrete. 5. Expansion Joint Forming Material: Preformed asphaltic expansion joint material, thickness as indicated, as manufactured by Burke Company or Johns -Manville Co. 6. Vapor Barrier: Unless detailed otherwise, install 6 mil, plastic vapor barrier with minimum laps of 12" taped fully watertight prior to any placement of concrete. GENERAL NOTES: 1. DRIVEWAYS SHALL BE CONSTRUCTED WITH 7" THICK, (3000 psi ® 28 days) PORTLAND CEMENT CONCRETE AND SHALL BE REINFORCED WITH MINIMUM 1/2" DIAMETER DEF. STEEL BARS ® 12" C-C EACH WAY WITH 10" LAPS, OR EQUIVALENT WELDED WIRE FABRIC. 2. CURB SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE PER DETAILS ON THIS SHEET. 3. 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT. 4. THE AREA BETWEEN DRIVEWAYS, FROM BACK OF CURB TO RIGHT-OF-WAY LINE SHALL BE SODDED SOLID WITH ST. AUGUSTINE GRASS. 5. EXPOSE EXISTING REBAR AND SPLICE TO REINFORCEMENT IN NEW DRIVEWAY. �,— UNITED ENGINEERS, INC. .roe No. seo69-oo �1l:1�ir i • i i�. a. All exposed surfaces shall have honeycombed and other defective surfaces patched tight, all rock pockets cut out, all tie wires cut back 1" below surface, all fins and projections knocked off and rubbed smooth with stone. Remove all foreign and loose materials. b. After all defects have been repaired, the exposed surfaces of beams and stairs shall be saturated thoroughly and a grout of 1 part white Portland cement with color admixture to 1-1/2 to 2 parts fine sand shall brushed on uniformly completely filling all air bubbles and holes. The surface shall be floated with a wood or cork float immediately after applying the grout and then scoured vigorously. Excess grout shall be removed with a sponge rubber float at the time when the grout has hardened sufficiently for this to be done without removing grout from air holes. After the surface has dried thoroughly . it shall be rubbed with a dry burlap sack to completely remove any dried grout. Rubbed surface shall be kept damp for two days after the final rubbing. NOT ftT OF THIS CONTRACT DRIVEWAY VM THRdw C AE ---- :--- all A — — 3K • • 80ARD EXPANSION JOINT OR 81D�iKAIJC � 1/Z" P'REFORIIEO JOMT � Y., E�BTWOJEDEIMALK PROP043ED END CURB AT 810EWANC E3GST�O DRIVEWAY � nYp,) CURB FACE OF CURB Z_ CURB •I GIJT'TFJ't LINE oAL_ am CUT AND k�O6E 16" I ORCINO sTEEL jNQ 6 (MN. SAW 0 2" ) ATE PLAN VIEW - DRIVEWAY � W SIDEWALK 2" CCWA= SAND BEDOM E� •. .-- ;,:-•tea,. 314 •y'�BO�uiyRD� EMA�NpIiOM JOINT OR SIDEWALK " NON-EXTRiIUOING PREFORMED SIDEWALK hk SECTION CAl l 3114' • I Fr. TO 1 12"w• ee •M.. 80CM ' 4'-0" i i i 92018 C-CEACH WAY JOINT OR 'W " MW. LAP I2NI H i 18" 1RNlED JOINT - sINGA FAIRLY #4034" C-CEACHWAY NUN. LAP LENWH * 22 " -ALLOTHERS s SECTION (13) TYPICAL DRIVEWAY SECT NTS 0301811, C - C MATCH MUSTING GRAM i EXI8TING GRADE Imes 1Frr.(MW\ 7:2@' a" •(7W4 (1"a cowPAc:T>eD EXISTNG 811REEI SAND BEDDING wnri Cum SECTION Q TYPICAL SIDEWALK SECTION NOTES: 1- DRNEW SHALL BE 6 " THICK FOR SINGLE FAMILY USE AND 7 " THICK FOR THERS (1. E. COMMERCIAL, INDUSTRIAL, ETC.) 2- AYS AND SIDEWALKS SHALL BE CONSTRUCTED WITH PO D CEMENT CONCRETE AND INCLUDE 5 -112 SACKS OF CEMENT P CUBLIC YARD OF CONCRETE. 3 - 6 - W 2.9 X W 2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF E REINFORCING STEEL. EXPANSION N& CONSTRUCTION JOINTS ALONG SIDEWALKS SHALL BE ACCORDING TO DRAWING NO.02752-02 CONCRETE SPECIFICATIONS AND MISCELLANEOUS- DETAILS ' I 0 i N Is"- i 8-N3,M\LWmGTH=16•• CITY O OUSTON MPii►IEN ARTT OF PU1KL MW ENGwE:ERM REINFORCED q TE DRIVEWAY AND SIDDETAILS ON CURBED TYPEETS Ell(:. APPROVED . 0 -not & CITY EN06M - 01CT0R UE WOibC6 AND DATE: 05 - 23 - 03 DIVO NO: 02754 - 01 DM NO: 17201-1 (&AuXWC=11 at&t CORPORATE REAL ESTATE 711 Louisiana street Sultc 300 Hoaston TX 77002 Gensler Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE.* TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT. JOHN GARDNER UNITED ENGINEERS, INC. CONSULTING ENGINEERS A SURVEYORS 8303 SOUIHWW FRWY. 1% �71U27711 9oo HHOOUS1N. IDM 77074E—MAIL— TED WM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE: OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC I AT&T PROJECT MANAGER 0 Nues WO a Nau. By ahw* XX 01 MMjDDM ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION La Porte Rd `R.J. J1144 ' lh*a-- - Iran M Idn" I ALUM ce NNUN IBBt XXXKXXXKXX x CONSTRUCTION PLAN Beds N.T.S. Ref. North SHEET 4 OF 7 2—FIBER OPTIC DUCTS STUB —UP CONDUITS 3' ABOVE s . NATURAL GROUND. CAP THE ENDS OF ALL CONDUITS.�'r 10" x 48" SLOT II a o PRECAST CONCRETE BLDG. II �(BY OTHERS) I (0000l ACKFILL AROUND CONDUITS II W/CEMENT STABILIZED SAND. .KpO.5 11 s" \\ 2" DIA. SCH. 40 PVC MANIFOLD. INSTALL LEVEL & CAP ENDS. 2" DIA. SCH. 40 PVC VENT TUBES TO EACH CONDUIT. 4" x 4" x 2" TEE (OR CROSSES) INSTALL CONDUIT SEPARATOR TO MAINTAIN SEPARATION AS SHOWN. NOTE INCREASED SEPARATION BETWEEN CENTER CONDUITS. VERIFY SPACING. NUMBER & EXACT CONFIGURATION OF CABLE ENTRANCE CONDUITS. 6 CABLE ENTRANCE DUCT MANIFOLD DETAIL N.T.S 120/ 240 V. 1 0 3W SERVICE P1000 UNISTRUT W/PIPE CLAMP & LAG BOLTS = TO POLE M 0 I IN 1 # 1/ 4 T C N / " 200 AMP `� METER CAN POLE BY CONTRACTOR UNLESS SHOWN OTHERWISE ON—BLDG. ON SITE PLAN P1000 UNISTRUT W/ PIPE CLAMP & LAG BOLTS IE---X , TO POLE 0 /,0 s W W oa 40 @I EXISTING 200 A/2P FUSED BLEG. DISCONt ECT SWITCH O SECURE MAST TO PRECAST CONC. BLDG. W/ P1000 UNISTRUT W/ PIPE CLAMPS & EXP. BOLTS CLAMPS. N.G. � 1:1 a �o NCASE CONDUIT IN CONC. PER SPECS UNDERGROUND SERVICE (3—#3/0 THWN IN 1-1 2" CONDUIT) SEE SITE PLAN FOR SERVICE TYPE (AERIAL OR UNDERGROUND) ELECTRICAL SERVICE DETAIL (UNDERGROUND) N.T.S ® UNITED ENGINEERS, INC. JOB NO 28069-00 S.B.C. GENERAL BACKFILL & ENCASEMENT SPECIFICATIONS 1. TYPE C BACKFILL — CEMENT STABILIZED SAND (2 SACKS PER TON). 2. TYPE 'A' BACKFILL — ORIGINAL MATERIAL/ FREE OF DETERIOUS MATERIAL., COMPACTED 90-959 PROCTOR IN 6" LIFTS. 3. CONDUIT FORMATIONS/ REGARDLESS OF NUMBER OF DUCTS. SHALL MAINTAIN THE SAME MINUMUM CLEARANCES BETWEEN DUCT AND TRENCH WALL, AS SHOWN IN TYPICAL FORMATIONS HEREON. 4• FORMATIONS OVER FOUR DUCTS HIGH REQUIRE 2" SEPARATION AFTER EVERY FOURTH TIER OF DUCTS. S. ALL DUCTS TO BE ENCASED WITH CEMENT STABILIZED SAND UNLESS OTHERWISE SPECIFIED OF REQUIRED. 6. CONCRETE ENCASE DUCTS WITHIN AREAS OF GRADE CHANGES MORE THAN 20X (1' IN S') AND BENDS HAVING RADII OF LESS THAN 80 FEET. TURAL GROUND NATURAL GROUND OFF SHORING 12T BELOW SURFACE I BACKFILL 1 ONCRETE iv a ENCASEMENT aeva.-0 CEMENT STABILIZED • SAND ENCASEMENTU0. .0.7 N 1" (TYP.) CONCRETE ENCASED 'A' BACKFILL - SHORING & BRACIN TO REMAIN DURING BACKFILLING 6" MIN. 2" 2" (TYP.) (TYP.) CEM. STAB. SAND ENCASED 'A' BACKFILL ELECTRICAL, CONDUITS AND MISCELLANEOUS DETAILS 6" MIN. I INSERT SCREEN AT CMU FACADE T•'%1 EXTERIOR FACE OF GRADE4' BEAM CABLE SLOT - PRECAST BLDG. r..[BLDG. FOUNDATION a FINISHED GRADE e c " I 'v 2'DIA. SCH. 40 P.V.C. MANIFOLD 90' ELBOWS (REFER TO DETAIL 2" SPH. 40 RISER IN SPECIFICATIONS) AT 1 PER FOOT SLOPE MINIMUM = • --A6G : 2" •RISER .:. � • ; • f : %- ' ' PLACE MARKER ;f •• �' QI�II�I 8 CABLE ENTRANCE DUCTS .;* .:.•7. VENTING DETAIL � rs PROPERTY LINE mow► � I _ ."r 10' GROUND ROD 10' GROUND ROD (TYP OF 3) CAD WELD 7=0' (TYP OF 3) CAD ALL CONNECTION. z ALL CONNECTION. = o z 0 GROUND TIE—IN LL. GROUND TIE—IN =T7— GROUNDING 1'—Do TRENCH LOOP i 4'-0" FROM R.T. SLAB i r GROUNDING DETAIL I#2 BARE—J TINNED SOLID COPPER N. T.s 3/8" x 8'-0" COPPER OR STAINLESS STEEL GROUND RODS. GRADE LINE MAN A.C. DISCONNECT CABINET. TO OPGP NOTE: MINIMUM BENDING RADIUS FOR Z� �ER�O A #2 OR LARGER GROUNDING OF LEAD IS ONE FOOT. THE SEND SHALL ALWAYS CURVE TOWARDS THE OPGP. + OR EQUIVALENT ACEG (GREEN WIRE) LEADS TO ALL CIRCUITS. GROUND BUS (ACEG) BONDED TO CABINET. EQUIPMENT BONDING JU (REMOVABLE GROUND S TO NEUTRAL) TO WATER PIPE GROUND FIELD — SEE PLAN CADWELD CONNECTOR CAT #PCC-1T1T WITH WELD METAL.. #05 + CADWELD CONNECTOR CAT #GTP-161T WITH #GT1-161V (ONE SHOT) + at&t CORPORATE REAL ESTATE 711 Louisiana Sftd Suite 300 Houston TX 77002 Gensler Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH. ZONE 1.2 BELWRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON, TEXAS 770D2 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER UNITED ENGINEERA INC. CONSUL71Nd ENGINEERS rk SURVEYORS 8303 SOUTHWEST FRWY. TEL K71 3 271-29SLATE 600 FAX 00NOUSMN, 1ExAS 77074 E-M271EDOUNITEDE•C0M PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, ANDIOR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER I0 kwo Dale i Ise oewlptlon By Chet XX 01 MMjDD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION E OF TfL h•�'�''•«....'4S .• iA6 �� �:• 69708 La Norte Kd K.1. 11144 IPicled Number ICAD File Nerve (ALLIANCE NtMIBER xxxxxxroaxxxx IOea«lPYon CONSTRUCTION PLAN �scab N.T.S. Ref. North SHEET 4 WV I DETAIL SHEET NO. 3 3/4" CABLE SLOT IN BLDG. VARIES -SEE PLAN 4" 2" FLOOR (BY OTHERS) PRECAST BUILDING FINISH FLOOR 6" (SEE SITE PLAN) (USUAL) 5" _ VARIES SUBGRADE COMPACTED SELECT FILL COMPACTED TO SPECIFICATIONS '�� ; ' �" TO 95% STD. PROCTOR `____ DENSITY TO f 2% OF Ti••;: OPTIMUM MOISTURE CONTENT EXISTING NATURAL `r GRADE -SEE SURVEY :�•`{ TYPICAL SLAB REINF. 6" CONC. SLAB W/#4 '' #4 O 12" O.C. EA. WAY REINF. 0 12" O.C. W/#3 X 36" SLAB EA. WAY AND 3/4" X 18" 24 DOWELS 0 24" O.C. DOWELS 0 12" O.C. ISOLATION PROPOSED 8-4" JOINT 'C' PVC CONDUIT GRADE BEAM REINF. 4 #5 CONT. TOP. BOTTOM AND MIDDLE w/ 2 #3 STIRRUPS 0 12" O.C. CABLE SLOT NOTE: 2 N.TS: PLACEMENT OF CONCRETE CABLE SLOT AND FOOTING TYPICAL GRADE BEAM SECTION SHALL BE MONOLITHIC. 4' 5-1/2" TYPICAL SLAB REINFORCEMENT y 5-1/2" 4" #4 O 12" C-C EACH WAY WITH BRICK FACADE #3 X 36" SLAB DOWELS 0 24" C-C SELECT FILL PRECAST BUILDING EXPANSION JOINT COMPACTED TO FINISH FLOOR (AS SHOWN SPECIFICATION SHEET 2 OF 7) 3/4" 1" 1/4'/FT 'SLOPE PROP. GRADE — — — — 1 Z ' • • •' �� .'+ (SEE SHEET 2 OF 7) 'v '' — — — — — ''' �•.:1 W .4�r: 10" 4" f�, :=1 CONCRETE LANDING5t 7XISTING #5 TOP AND BOTTOM CONT. 0 ISOLATION PERIMETER GRADE BEAM 4 ® 12 JOINT'�;:r:'�f; # NATURAL of C-C EACH WAY WITH #3 DOWELS = ' "-'` �':=•� GROUND a 0 12" C-C. (SEE SHEET 7 OF 7 FOR NUMBER OF TREADS AND RISERS) 3" CLEAR (TYP.) GRADE BEAM REINFORCEMENT 1' 5-1/2" NOTE: 2 #5 CONT. TOP, BOTTOM & MIDDLE WITH #3 STIRRUPS SECTION 1 A CONTRACTOR MAY POUR 0 12" C-C CONCRETE LANDING N T& MONOLITHICALLY WITH R.T. SLAB TYPICAL SLAB REINFORCEMENT 5-1 /2" " 14 0 12" C-C EACH WAY WITH VARIES #3C 36" SLAB DOWELS 0 24" BRICK FACADE C PRECAST BUILDING FINISH FLOOR (SEE SHEET 2 OF 7) ISOLATION—\ PROP. GRADE JOINT (SEE SHEET 2 OF 7) jui WSLOPE VARIES:... • : 7 APPROX. 1/4"/FT. Q` .;. 'y 6" CONCRETE SLAB WITH #4 :` . SELECT FILL REINFORCEMENT 0 12" C-C , .y ' . C COMPACTED TO EACH WAY AND 3/4" x 18' 'A -I SPECIFICATIONS DOWELS 0 12" C-C 0i EXISTING NATURAL GROUND GRADE BEAM REINFORCEMENT 2 #5 CONT. TOP, BOTTOM & MIDDLE WITH #3 STIRRUPS 0 12" C-C 1' S-1/2" SECTION 1Q (TYP.) BRICK LEDGE FOUNDATION DETAILS N.Ta UNITED ENGINEERS, INC. Boa No. 28o6g-oo ISEE CABLE — SLOT DETAIL BY :Ic CONTRACTOR TO VERIFY BUILDING 10" 3'-7 1/2" OUTSIDE DIMENSIONS PRIOR TO CONSTRUCTION. R.T. BLDG. WALL 12' 5-1/2" BRICK LEDGE 1A -T D 1 2 I ` ° PRECAST BUILDING c j SEE SITE PLAN FOR 1 0 0 FINISH FLOOR ELEV. I PORCH W/3-6"R. & 2-10"T. 24'-0' 24'-11 " MAXIHUT FOUNDATION PLAN N. T.S 4» 24-11' 5 1/2" 24'-0" 2'-0" 3'-0" 18'-4" 4" —EXTERIOR LIGHT 5 1 /2" (SEE SPECS.) 71 C.M.0 HVAC UNIT -LIGHT SWITCH. (3-WAY) THERMOSTAT \ CABLE SLOT (MOUNT 7'-0' HIGH) I �I PROVIDE 1'-0"x 5'-0" 0 o 0 PAINT WALLS & CLG.(SEE SPEC.) SHEET OF NON-COMBUSTIBLE PLYWOOD (PAINTED) MOOTH FINISH CONC. JUNCTION WALLS APPLY COATINGS PER SPECS. BOX OUTLETS T 4 5 1 /2'- BRICK EXHAUST FAN (DAYTON) #4C706, 8" 0 BLADES 270 CFM. (MOUNT AS HIGH AS POSSIBLE) FLOOR PLAN 10' x 24' MAXIHUT BLDG. N.Ta CABLE SLOT IN FLOOR - CONTRACTOR TO INSTALL CABLE ENTRANCE BENDS PER STD. DETAIL WITH GAS VENT (VERIFY NO. & CONFIGURATION WITH AREA ENGINEER, CABLES MAY ENTER SLOT FROM ANY DIRECTION. CONTRACTOR TO PROVIDE GROUNDING SYSTEM PER STD. DETAIL CONTRACTOR TO INSTALL ELECT. SERVICE AND WEATHERHEAD PER STD. DETAIL (BLDG. DISCONNECT SWITCH BY OTHERS). GRAOLL•UNDING BAR BY OTHERS - CONTRACTOR TO DRILL 1" DIA. HOLE IN CONCRETE NOTE: UNLESS INDICATED "BY CONTRACTOR". ALL SHOWN ITEMS ARE A PART OF THE BUILDING FURNISHED BY SWBT CO. FOR DELIVERY TO SITE. " '-0" � I ' C4 v 1 MAIN DISCONNECT SWITCH W/ EMERG. POWER ENTRY BELOW PANEL 'A' W/ MANUAL TRANSFER SWITCH BELOW & ALARM MONITORING CABINET ABOVE "—LIGHT SWITCH (3-WAY) EXTERIOR LIGHT (SEE SPECS.) REMOTE TERMINAL BUILDING CONSTRUCTION DETAILS 4" WALL 1'-1i'4" THICKNESS (TYP) 1»tYP• — CABLE SLOT IN FLOOR OF BLDG:-- 3 3/4' 5-1 /2" BUILDING TO _ BE PLACED BY OTHERS. COORDINATED BY GENERAL CONTRACTOR 0 1' ■ FOUNDATION DETAIL AT CABLE SLOT N. T.S 12" 4"W84070, 3" SIGN (SUBMIT SAMPLE VERIFY LOCATION CODE AT EACH R.T. BLDG. PAINTED TO S.W.BSI ARCHITECT A WITH S.W.B.T. MANAGER -DESIGNS APPROVE COLOR AND FINISH) CONSTRUCTION S.W.B.T. REPRESENTATIVE 0 (713) 567-8507 (EVERY R.T. BLDG. WILL HAVE A DIFFERENT LOCATION CODE.) NOTE: SIGN TO BE PAINTED TO THE EXTERIOR OF STANDARD PREFINISHED AND STUCCO BUILDINGS AND TO THE DOOR OF BRICK FACED BUILDINGS. REMOTE TERMINAL BUILDING IDENTIFICATION SIGN Mrs. at&t CORPORATE REAL ESTATE 711 Louisiana SftW Suito 300 H00`1770 ' TX 02 Gensler Fa mimlle 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH. ZONE 1.2 BELLAIRE, TEXAS 77401 713.557.8B67 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAMS STREET. SURE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT. JOHN GARDNER ®UNgED ENGINEERS, INC. CONSULTDIG ENawE :IS & SURVEYORS 003 SOUTHWEST FRWY. TEL K713C27W1-= SUITE 6W FAXHOUSTON, 70M 77074 E—MDO"EDECOM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER- AT&T AUTHORIZATION GEOTEC i AT&T PROJECT MANAGER IA 1 ■ Dab & b■as By Chm* XX 01 MM/DDM ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION LS..YSIp,.fta. ,0� ttE �F Tf� 1 KEFELEGNE TESL FAME �/R La Porte Rd V R.T. ilI" IAoj■ct wombs ICAOFIbmm xxxxxxxxxxw ID■.atptlor, CONSTRUCTION PLAN la«b N.T.S. Ref. North �,tSHEET6OF7 DETAIL SHEET NO. 4 r 4. I - �T 1-1/2"0 JULIUS BLUM ALUMINUM CONNECT RAIL SYSTEM PIPE AND M FITTINGS (OR APPROVED EQUAL) HEAVY DUTY FLOOR FLANGE (TYP) 3/8"X3" SLEEVE ANCHOR BOLT (TYP) (FOUR PER FLANGE) NOTE : ALL PIPE AND CONNECTIONS SHALL BE SCHEDULE 40 TYPICAL HANDRAIL N. T.S el — PO 6" IN. 6" MIN. CEMENT nSEWER STABILIZED SAND (C.S.S.) I L•6" MIN. STORM SEWER BEDDING DETAIL (C.S.S. SHALL BE 2 SACKS PER TON) N. r.5 EDGE OF O C.L.F. CHAIN LINK FENCE IF ry GATE — HOLD BACK GATE HOLD BACK PLAN VIEW ALUMINUM CAP 1" ALUMINUM PIPE SECTION B-B GATE HOLDBACK DETAIL N.T.S. 1-3/8" PIPE (DROP ROD) LIFT -DROP - LATCH 2 3/8" O.D LINE POST (TYP) r-- C.L.F. In CENTER STOP DROP ROD LATCH DETAIL FOR DOUBLE CHAIN LINK GATES. (GALVANIZED AND WELDED) N.T.S. UNITED ENGINEERS, INC. ,roe No. 2ao6g-oo GATE HOLD BACK-7 ISOMETRIC VIEW PROP. CONCRETE LANDING WITH 3-6" RISERS AND 2-11" TREADS. #5 BARS CONT. TOP AND BOTTOM O PERIMETER GRADE BEAM. #4 BARS O 12" C-C EACH WAY WITH #3 DOWELS ® 12" C-C. 18" Min., 12" M 6" 3- MIN. COVER #4 BARS O 12" C-C EACH WA 4 STRANDS 12 1/2" GAUGE BARBED _ — •_r _ _ __.__ _—__ ice__. TYPICAL LINE WITH CORNER POST N.T.S 2 7/8- 0. D. TERMINAL 1 5/8" 0. D. CENTER BRACE DOME CONCRETE sir e � pia EIRICK FACADE DOOR (OPTIONAL) 3'-0" '-4" I ROP. HANDRAIL PROP. CONCRETE LANDING WITH 3-6" 5- RISERS AND 2-11" h Q TREADS. #5 BARS CONT. TOP AND BOTTOM O PERIMETER GRADE BEAM. #4 #5 BARS BARS ® 12" C-C EACH WAY WITH #3 DOWELS O 12" C-C. 3" MIN. .. • a COVER PROP. CONC. PVMT. z o: 10" ERIMETER GRADE BEAM j 10'-5 1 /2" I' (TYP.) CONCRETE LANDING DETAIL N. T.S A 6" � A PLAN VIEW 1/8" (MIN.)-i j--EXISTING' VVIYVKLIL QLAD FINISH GRADE 2500 P.S.I. _ ! CONCRETE " r 2-3/8 X 3 1/2 kfi� REBARS 2"0 GALVANIZED PIPE SECTION A —A CENTERSTOP DETAIL N.T.S. MOTE: CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE DROP ROD ASSEMBLY, DROP ROD CENTERSTOP, AND A GATE HOLDBACK AS PART OF THE CHAIN LINK FENCE AND GATE INSTALLATION. FENCING AND MISCELLANEOUS CONSTRUCTION DETAILS @1 STRUCTURAL NOTES: 1. THE MINIMUM DESIGN LOAD FOR HAND RAILS AND GUARD RAILS ARE ABOVE 50 LBS. CONCENTRATED LOAD APPLIED IN ANY DIRECTION IN COMPLIANCE WITH THE MINIMUM LOADS AS SHOWN IN TABLE 1607.1 AND SECTION 1607.1 OF THE 2003 INTERNATIONAL BUILDING CODE (2003 IBC) 2.THE MINIMUM DESIGN LOAD FOR STAIRS AND 300 PSF CONCENTRATED LOAD OF STAIR TREAD, IN COMPLIANCE WITH THE MINIMUM LOADS AS SHOWN IN TABLE 1607.1 #35 OF THE 2003 INTERNATIONAL BUILDING CODE. I no PVC TEE q A 2 HVAC 12 2'--I 6` CURB 1 ": PVC J (LENGTH VARIES) PROP. CHAIN I - LINK FENCE PLAN W I HVAC PRECAST xxxx BLDG. NOTE: ALL PVC SHALL PROP. CHAIN BE SCHEDULE LINK FENCE Iwo PVC X CONNECTED TO La z HVAC WATER =1 BRICK LEDGE DISCHARGE (N.I.C.) _ 1 1/2- x 1- REDUCER W Vl 1 no PVC W (LENGTH VARIES) SEE UARGE PIT DETAIL Hitt BLDG. FOUNDATION40. / A �•.y' i• �'.-t �. ... .: r no PVC .w.. •s' ,':er: 90' BEND 1-0 PVC TEE CURB •..:• i'.: 2'\12.0' SECTION A —A COARSELY GRADED GRAVEL 2'-4 1 /8 BAR GRATING 15W4 EDGE OF 2'X2' t• I GALVANIZED STEEL CONCRETE CUTOUT- eating Bars i"X 3/16" toRUC kve 5/16- C-C SPACING a �- 1 N 1=tl1/4" CROSS BARS CONCRETE SLAB ` CROSS BAR SPACING is WOOD FRAMING -04 N 2,-0„ NATURAL GROUND 7 SECTION B-B HVAC WATER DISCHARGE PIT DETAIL M T.S •gib-F+._ `>'r✓.,a+s+�.�.t+` ':'.�xi i � at&t •J .�J"� Y• w ' Itlfi1. ` CORPORATE REAL ESTATE 711 Louisiana Street Suite 300 Houston TX 77002 Gensler Facsimile 713229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELWRE, TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET, SUITE 200 HOUSTON, TEXAS 77002 713.237.5900 FAX: 713.237.0123 CONTACT: JOHN CpARDNER dm dmUNITED ENGINEERA 1NC. CONSULTING ENGINEERS & SURVEYORS a3O3 SOORMT FRWY. TEL �713 2T1-2900 SUITE 800 FAX 71 271-29119 HMSTON. TOM 77074 E—MAIL 1F.DaH7MEWM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY . AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC.I AT&T PROJECT MANAGER 10 bmw Daft A h w Dimma"m By cbmk XX 01 MMADAN ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION l*ti OF Tf,�. 11 AV ,•MN0 s �� 1 �N•N•N•NNNNM•M M...� i KEFELEGNE TESF_ AV esse 6 �pl P�oJset Nro>• La Porte Rd R.T. J1144 IPnI.aNumb.. ICAD Fit Name IAUJUJ 8 MUYBBt xxxxxxxxxxxxx lmmwm CONSTRUCTION PLAN Iscmb N.T.S. Ref. North SHEET 7 OF 7 DETAIL SHEET NO. 5 on01 cmendw 4C O O c Uj CI M' O' O: O U w Qt oar z V� w oz0 Nz � �mw O w O tr U _J L,.. 2.750't AT&T CO. 10.0' WIDE EASEMENT FOR TELECOMMUNICATIONS FACILITIES & INGRESS/EGRESS EASEMENT CLERK'S FILE NO. Y404733 REMAINDER RESERVE 'C3' REPLAT OF UNDERWOOD BUSINESS PARK FILM CODE NO. 608243, H.C.M.R. 2 i EASEMENT FOR TELECOMMUNICATIONS FACILITIES & INGRESS/EGRESS EASEMENT P 0 C/1-7C R 4s4404O r AO SP 0 ly�ffiy �RPR/S 33 OPRPf PR�UCTS -H c. 44 fir, eciv AT&T. CO. EASEMENT FOR TELECOMMUNICATION FACILITIES CLERK'S FILE NO. Y404733 10. IEXISTING CONC.—"�: PARKING LOT I Being out a 207.049 tract of land more or less, situated in the Enoch Brinson Survey, A-5, Harris County, Texas and being part of Reserve "C3" in the Replat of Underwood Business Park, a subdivision recorded under Film Code No. 608243 of the Map Records of Harris County, Texas; said property conveyed to C-2 REAL ESTATE HOLDINGS, LTD. by virtue of that certain Special Warranty Deed dated April 14,2005 and recorded under Clerk's File No. Y404733 of the Official Public Records of Real Property, Harris County, Texas. PORTER ROAD La Ports R.T. #1144 (PROP. UNMANNED EQUIPMENT KW.) 10'-11' X 24'-11' (PAD F.F. = 99.05) (BLD F.F. = 99.55) 1 C � S P S0' R.O q/R P 146114 VCTS 8 oPRPyC 2.3912 ACRES (104,159 SO. FT.) OUT OF 207.049 ACRES RESERVE 'C3" KEPI AT OF UNDERWOOD BUSINESS PARK FILAR CODE NO. 608243. H.C.M.R. OUT OF 207.049 ACRES CLAY REAL ESTATE HOLDINGS #5 L.P. H.C.C.F. NO. 2007-0656472 I / EXISTING 1-STORY BUILDING / I ` / I / I -•.......................................................•••-•.......... a) bI EXISTING CONC. PARKING LOT I : I ------30' B.L-----------------------------------------------------J - EXISTING FIRE HYDRANT - - - - - - - EXISTING FIRE HYDRANT--- - - - - EXISTING 12' WATER 70- INGRESS/EGRESS & UTIL ESMT. This is to certify that the City of La Porte, Texas has approved this site plan and development of AT&T LA PORTE R.T. #1144 (PROPOSED UNMANNED EQUIPMENT BUILDING) in conformance with the Ordinances of the City of La Porte. By: Director, Planning Department This tract is in Zone 9 X 9 and not within the 100 year Flood Plain according to the FEMA Map #48201 C0930L, Dated June 18, 2007. Key Map #539—J SCALE:1'=30' i, kEFELEGNE TESFAYE, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL EARING, DISTANCE, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY S N 014 THE PLAT.,, PROJECT ADDRESS: 10059 PORTER ROAD, LA PORTE TEXAS, 77571 OVERALL LAYOUT K51FELEGNE TESFAYE TEXAS REGISTRATION NO. 69708 69,708 r=�a: go pNA►. LIOCAT= Wn LT.B VICNTY 11111M KEY NW a1l�J EXIST. ELEV .................... EXIST. EDGE OF ................... CONC. PVMT. EXIST. TREE ' '�ni¢_4� Z �'� �f "! 'i iil (sue YtL.,, 434.i-L•'f✓ ryZL' ,t+.r i �Y`�, � �y �i _ � � t '4 . � "•r �,!� �Z<•''i-I✓-�rY�S - 'i+y"i` SHEET DESCRIPTION 1 OF 8 OVERALL LAYOUT 2 OF 8 INITIAL SITE WORK/ BUILDING FOUNDATION 3 OF 8 FINAL SITE WORK/ GRADING, PAVING 4 OF 8 MISCELLANEOUS CONCRETE DETAILS S OF 8 CONCRETE SPECS AND MISC. DETAILS 6 OF 8 ELECTRICAL, CONDUITS AND MISC. DETAILS 7 OF 8 REMOTE TERMINAL BUILDING CONST. DETAILS 8 OF 8 FENCING AND MISCELLANEOUS DETAILS o t&t ' a l \ 1 CORPORATE REAL ESTATE 711 Louisiana Street Suite 300 Houston TX 77002 Telephone 713.228.8050 Gensler Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET, SUITE 200 HOUSTON, TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT. JOHN GARDNER 01 ®UNITED ENGINEERS, INC. CONSULTING ENGINEERS 3 SURVEYORS 8303 SOUTHWEST FRWY. 1E L 713 271-2900 SUITE 600 FAX �71 271-2999 HOUSTON. TEXAS 77074 E—MAIL NITEDOUNITEOE.COM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER XX 01 MM/DD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION 1prood Lo Porte Rd R.T. #1144 CAD FW NEW IAt.tLUCENUMBER XXXXXXXXXXXXX Ems CONSTRUCTION PLAN Is«I. AS SHOWN Ref. North SHEET 1 OF 8 AUG 0 7 2008 RECEIVED ® UNITED ENGINEERS, INC. "No 28os9—w ez� a«1.tK I NOTES: 1. The surveyor has abstracted the subject prop• ty v . 2. This survey was Prut the benefit of a THISCornnulment \ Y 3. Basis of Bearkne for the survey is the r "fir+.. s subdivision plat F.C.N of Underwood Business Park, .C. No. 606243, fiC.Y.R. hereon of record in v k�• �`�•�! qt 4. Easements shown are W the plot listed In note 3 S,..LS 9 ,..cr 5y74 U) La I . f• + laxa ec urr Enwoaa rsr CODES N. 6 43. N.efc i 0.0804 ACM _..... _� ^ (3,502 94• FT- 2alt sceElss I w � our OF 20s .Les t I , -,� R°FLso�eE°�•C3- efsw ar woE,leaoo O.B. Ilk ctAY erx csuti+srls�aars LP KCCf. ". 2oo7-oass< ` IP tl R� .,',aj•, r . KENNETII A. GRULLER - - 17 RD 5476 ry0� ��-9�-Iplo:s 9�0 - - - J � 8l1itV� /�.r 0 •c t � . �... ` !• " ..Vi1to 7 Course Bearing Distance Lt I PE'0,547 W 1 .78 L2 S 70' 15 00 E 24. L3 S W20 54 24.00 L4 S BW39 06 W .00 15 N W20 54 W 24.00 Lis 1 11-10 L7 N 70 15 00 W fi3.11 LB S 00 20 54 E 33 's survey is valid only N accompanied by n original seal and signature. 1 do hereby artily that this survey was this day made an e ground. This plat correctly represents e facts found at the time of the survey. enneth A. Gruller alas Registered Professional Land Surveyor No. 5476 GRULLER SURVEYING, LW PRORCEISION& LAND SURVCMG 800 Gessner. Ste. 850 HOUSTON. TEXAS 77024 RME (713) 333-1466 OATS 03-05-2008 On. NO. J6-D404-RESaM-C3-SSC-MFbW SCALE: 1' 50' EASEMENT FOR TELECOMMUNICATIONS FACILITIES & INGRESS/EGRESS EASEMENT Being out a 207.049 tract of land more or less, situated in the Enoch Brinson Survey, A-5, Harris County, Texas and being part of Reserve "C3" in the Replat of Underwood Business Park, a subdivision recorded under Film Code No. 608243 of the Map Records of Harris County, Texas; said property conveyed to C-2 REAL ESTATE HOLDINGS, LTD. by virtue of that certain Special Warranty Deed dated April 14,2005 and recorded under Clerk's File No. Y404733 of the Official Public Records of Real Property, Harris County, Texas. CE zi Co ci Mi U C -4 �11Z)(n(a j z V 2� 2.750' CAunom EXISTING AT&T/ SBC FACILITIES IN CONSTRUCTION AREA. VERIFY EXACT LOCATION & DEPTH PRIOR TO ANY DIGGING AND/OR BORING. BENCH MARK: T.B.M. "A" PAINTED DOT ON NORTH BOLT OF EXISTING FIRE HYDRANT LOCATED ALONG SOUTH BACK OF CURB OF OLD PORTER ROAD ACCROSS AT&T EASEMENT FOR TELECOMMUNICATIONS FACILITIES EASEMENT. (ASSUMED ELEV. = 100.00) UNITED ENGINEERS, INC. ,Toe No. 28o69-00 tFg1�1 \\\ ®9.Ld► \ � 91'5 X 91.21 490 6q,& 1p0RN pq \ 9t + gfr09 R B' �95'`VGpp�D AS p Po PPNy�/ R, o W fN \ \ \g6_ /3Eg7�RpRl 6 \\ 7 3 opRPHCR�UCTS 1< 911 \ \ be cAtL 1 9 3t Co -1 � SS' AS-P�R�� R0RaR pR \\\` Fnd 60D Nail 91 14663aq�M�UCrs�- \ ` �9 \< 1 x1911 �`g11 9� 9105 �1 \ \ 1a 04 91!)1 �j� 1 \\�1�5 0• ` �24 �g1� 1t g6 fl0 91 9159 x 91 915 1 g9 f \ \9 991 ems\ S 1 91. 9 . ^_ .9119 AT&T CO. 10.0' WIDE + 83�I* EASEMENT FOR TELECOMMUNICATIONS Fnd. 60D Nail gf�p 1 0 FACIITIES & INGRESS/EGRESS EASEMENT CLERK'S FILE NO, Y404733 \ \ nd 600 Na/7 � 911g x 91 � REMAINDER RESERVE "C3' REPLAT OF UNDERWOOID BUSINESS PARK FILM CODE NO. 608243, H.C.M.R. 2 1.91•1 t)Z >< g1• it 91. 81 90 1• k. 1_ � .Y.'V�! `� 6 .y i.. � ."It•'S'i.�l.:a"a Y. Ue.YY.. ? .:1. C: .. _ .•3'i :. �.. ale 'a .- 4�? ^.[{<Xl_ 1l".�: SHEET DESC�RP-11`10N 1 OF 8 OVERALL LAYOUT 2 OF 8 INITIAL SITE WORK/ BUILDING FOUNDATION 3 OF 8 FINAL SITE WORK/ GRADING, PAVING 4 OF 8, MISCELLANEOUS CONCRETE DETAILS 5 of 8 CONCRETE SPECS AND MISC. DETAILS 6 OF 8 ELECTRICAL, CONDUITS AND MISC. DETAILS 7 OF 8 REMOTE TERMINAL BUILDING CONST. DETAILS 8 OF 8 FENCING AND MISCELLANEOUS DETAILS Key Map #539-J SCALE:1 "=40' I Fn_d 60D Nai o. i \ B" Inlet 91• $ 96'96 f \ I AT&T. CO. EASEMENT FOR TELECOMMUNICATION FACILITIES .9 I CLEF 'S FILE NO. Y404733 161g16`9195 i910 t 9�91 ---is9-; }9 �91� I'll, 1 I \ 91• . 919t 91 1 Find 60D Nail \ \ \ lu gi e1 Fnd 600 a------�- �/ 0116 90 \ r I 91?1 9 ..I. ...... 91• q1• 9\ \ ............. _ \ 777777777777777 IF CONDUIT IS NOT ALREADY \ \ PLACED, CONTRACTOR TO 00'\ \ PLACE 8-4" 'C' PVC - 31 1 X + "J.0 x 9116 � 91 \ L.F. IN CEMENT STABILIZED 10) \ \ SAND (49 DEEP). 11M 1 STORY CON(. BUILDING in AT&T CO. Easement For EYJS71MG CONC. PAVEMENT \ �\ 1 12 Telecommunication OJ Facilities 10 : log �g1Z5 �g151 918E \\\ \TRACT 1) 1.1 9 * 9 : g1 alb Fnd. 60D Nail15 n8 6 I 16 \ g10gF 36.00' 9� 3 "Bw I Inlet01 \ Fnd. 60D Nail 01 6 I 91yj 1L 18 14 g1;1 y 91 MISS - ----- _ r ---------e� I -460 1 \ I \ v �6 j➢ g1 �6 1 12a I lool / Fnd. 60D Na/ 1'. - - 9� 66.. 919111� \� �` I g$ 9g Fnd. 600 Nail 91. �� g9 �36.00' 98'41 \ . •' •..�'1g } 91 � * g19` � 9169 • . � 9159 1 �, IL It �'B" Inlet '1 Tel. B. Cable Sign * 910 CONTRACTOR SHOULD VERIFY REMOVAL OF TREES WITH AT&T REPRESENTATIVE DURING PRE -CONSTRUCTION MEETING. EXISTING CENTERPOINT ENERGY ELEC. AND GAS FACILITIES IN CONSTRUCTIONS AREA. CONTACT CENTERPOINT ENERGY 48 HOURS PRIOR TO ANY DIGGING AND/OR BORING. * 91.66 1. 91 b f PORTER ROAD w,o TBM 'A' LA PORTE R.T. #1144 (UNMANNED EQUIPMENT BUILDING) 10059 PORTER ROAD, LA PORTE TEXAS, 77571 This tract is in Zone 'X' and not within the 100 year Flood Plain according to the FEMA Map #48201 C0930L, Dated June 18, 2007. Fnd. 60D Nail 91 ' SCALE: 1 "= 20' Fnd. 60o Nail \ PROP. MAXIHUT FOUNDATION La Porte R.T. #1144 10'-11" X 24'-11" 30' Building Line ----------- -- - --- (PAD F.F. = 99.05) (BLD F.F. = 99.55) 70' 1106W.SSAGRESS & UAL ESMT. INITIAL SITE WORK: BUILDING FOUNDATION AND RELATED WORK ViCNTY MAP KEY YAP ,#53" N.T.S. LEGAM EXIST. ELEV EXIST. EDGE OF CONC. PVMT. EXIST. TREE AT&T. CONDUIT INCLUDED IN THIS CONTRACT FROM R.T. BUILDING TO THE LOCATION SHOWN ON PLAN TEXAS ONE CALL PARTICIPANTS REQUEST 48 HOURS NOTICE BEFORE YOU DIG, DRILL, OR BLAST - STOP CALL Texas One Call System 1-800-669-8344 120/24OV, 200A 1 PHASE, 3W UNDERGROUND ELECTRIC SERVICE WE THERHEAD PER ELECTRICAL SERVICE DETAIL; ENCASE IN AND A RED CONC.; COORDINATE ROUTING W/ AT&T. VERIFY POINT OF POWER ENTRY W/ ELEC. CO.; SECURE AND PAY FOR ALL PERMITS, OWNER'S FEES, SERVICE EXTENSIONS, ETC. REQUIRED FOR COMPLETE ELECTRIC SERVICE TO BUILDING. CLEAR SITE AND PLACE BUILDING FOUNDATION AS DETAILED W/BRICK LEDGE AND PROVIDE CONCRETE PORCH WITH THREE 6" RISERS AND TWO 11" TREADS AT EACH END (SEE DETAILS THIS SET). PROVIDE ELECTRICAL GROUNDING SYSTEM PER SPECIFICATION ` 04910. SECTION OF PROP. 524 PLACE 8-4" DUCTS & VENT SYSTEM PER VENT SYSTEM DETAILS. 8-4" DUCTS AT PLUG VERIFY EXACT BUILDING DIMENSIONS & BUILDING FLOOR THICKNESS DETAIL OF CABLE SLOT PRIOR TO ESTABLISHING TOP OF FOUNDATION. AT R.T. FLOOR PLACE 1-3 LF & 1-6 LF 1" PVC PIPES CONNECTED TO HVAC (SEE DETAIL #3 ON SHEET 7 OF 8) DRAINS PER HVAC WATER DISCHARGE PIPE DETAIL N.T.S. PORTABLE FIRE EXTINGUISHER 0000 00 0 0 at&t CORPORATE REAL ESTATE 711 T oUT-i+ni► Street Suite 300 Houston TX 77002 Gensler Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUQ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER ®UNITED ENGINEERS, INC. CONSULTING ENGINEERS h SURVEYORS : 8303 SOUTHWEST FRWY. FAX T132711-z90 27-���SUITE 800 29 HOUSTON, 7EXAS 7074 E-MAL NITDOW cur PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GE011=C �! AT&T PROJECT MANAGER Abm w urea a Issue Dewer"i= By cha* XX 01 MM/DDZYY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION Dq9 Ptrojeet Name La Porte Rd R.T. J1144 IC D FW Ntme IAUAMM NUMBER XXXXXXXXXXXXX IDascriptloa CONSTRUCTION PLAN ago" AS AS SHOWN Ref. North �,... SHEET 2 OF S II I AUG 0 7 2008 I � BENCH MARK: T.B.M. "A" PAINTED DOT ON NOR774 BOLT OF EXIS77NG FIRE HYDRANT LOCATED ALONG SOUTH BACK OF CURB OF OLD PORTER ROAD ACCROSS AT&T EASEMENT FOR 7ELECOMMUNICA77ONS FACIU77ES EASEMENT. (ASSUMED ELEV. = 100.00) ® UNITED ENGINEERS, INC. ma No. 2806s—oo & Una £S1iT. LA PORTE R.T. #1144 (UNMANNED EQUIPMENT BUILDING) 10059 PORTER ROAD, LA PORTE TEXAS, 77571 This tract is in Zone 'X' and not within the 100 year Flood Plain according to the FEMA Map #48201 C0930L, Dated June 18, 2007. FINAL SITE WORK INCLUDING GRADING PAVING AND RELATED WORK Key Map #539—J SCALE: 1 "=20' LEGEW PROPOSED ELEVA 7ION EXIS77NG ELEVA77ON EXPANSION JOINT CONS TRUC77ON JOINT CONTROL JOINT ISOLA77ON JOINT DRAINAGE PATH CENTER LINE BENCH MARK PROP. CHAIN LINK FENCE ANOREMIMM BACK OF CURB POLY— VINYL CHLORIDE CONCRETE CHAIN LINK GA 7E CHAIN LINK FENCE ELEVA 77ON FINISHED FLOOR FLOW LINE RIGHT OF WAY REM07E TERMINAL T.B.M. TEMPORARY BENCH MARK TP TOP OF PAVEMENT TYP. TYPICAL at&t CORPORATE REAL ESTATE 711 Louisiana Street Suite 300 Houston TX 77002 GenslerFacsimile 713229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER ®UNITED ENGINEERS, INC. ENGINEERScoNstxTtNcENGINEERS a suwvEraRs 8303 SOUTHWEST FRWY. 1EL V13 471-2s00 N0USTO�N. TEXAS 77074 M �'( NITT"MWNIlsEDLCOM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER 0 Mw. D.0 a lmn Dna"oe By Chalk XX 01 MMD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION s.wrkgkkru. n naok. /V-Y/ 11 elil La Porte Rd R.T. #1144 �fteled Hunew IM FM rum. I xxxxxxxxxxxxx w.�+vuoo CONSTRUCTION PLAN I� AS SHOWN Ref. North SHEET 3 OF 8 B2oaT cwnl.r AUG 0 7 2008 By _. - 1010101 TOP VIEW FRONT VIEW LOAD TRANSMISSION UNIT JOINT SEALERS ..... 3/4 " DOSE FIT 26 GA STL TUBE .. .:. LI e•• :::: �•; : d.• ::a : : . •• DIPPED IN ASPHAULT '_ "' • (T1fP.) " 3�4" EXPANSION (PERFORMED JOINT NOTE: JOINT SPACING NOT TO BE GREATER THEN 80' AND SHALL BE LOCATED AT THE ENDS OF ALL RADI OF THE ROADWAY AND/OR CURB. STEEL TO MEET ASTM STD. SPECS FOR CONCRETE REINFOR. BAR UNITS SPACING 12" C-C. EXPANSION JOINT N. T.S. NOTE: WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, CONCRETE SHALL BE DRILLED AND REINFORCING EPDXIED INTO SLAB. 3" O0 #4 CONT. ';'e15SH NOT REQUIRED WHEN CURB IS POURED URB WILL HAVE THE SAME OUTSIDE DIMENSI CONCRETE CURB N.Ts —3/4" MIN. (UNLESS OTHERWISE SHOWN ON PLANS) f1/16" 1 d:1/16" JOINT SEALANT Z DOW CORNING 890-SL z cn o SELF LEVELING SILICONE m to o Li0 = J M Z M Z v F- BOND BREAKER :d z 3/4" REDWOOD (OR CEDAR) .- JOINT MATERIAL W/ 1/2- DEEP PULL STRIP. DRILL HOLES FOR DOWELS. EXPANSION JOINT DETAILS N. T.S UNITED ENGINEERS, INC. "No 28oBs—oo NE, @I 3 8" MIN. JOINT SEALANT si (SEE EXPANSION JOINT DETAIL) a REBAR (SEE SITE PLAN) •�: :•': LUBRICATE PORTION OF DOWEL IN THIS SLAB (# 4 x 18" LONG O REBAR SPACING) ISOLATION JOINT N. T.S 14 O 12" C-C EACH WAY N Nt M � NOTE: T = DEPTH AS SHOWN ON PLANS CONCRETE PAVING DETAIL N. T.S JOINT SEALANT DOW CORNING 890-SL SELF LEVELING SILICONE BOND BREAKER INITIAL SAW CUT ---� 1/8- TO 1/4- SAW CUT CONTROL JOINT 6" THICK CONC. SLAB Re: SPEC 04800 SLAB REINFORCEMENT #4 BARS O 12" O.C. EACH WAY SELECT FILL COMPACTED PER SPECIFICATIONS RE: SPEC 4130(A) AND 4140(G) FOUNDATION, COLUMN, PIPE, WALL OR SIDEWALK 4" PREMOLDED INT MATERIAL COMPACT SUBGRADE­o'� PER SPECIFICATIONS s c 1 JOINT SEALANT (SEE SAW CUT CONTROL JOINT) FIRST POUR 71 :. . NOTE: CONSTRUCTION JOINT 2" TO BE USED WHEN POURING OPERATION IS DELAYED (NOT TO REPLACE EXPANSION JOINT) CONSTRUCTION JOINT SAW CUT CONTROL JOINT (SEE DETAIL BELOW) Kl"�JOINT SEALANT (PER SAW CUT CONTROL JOINT DETAIL) REBAR (SEE SITE PLAN) i.:A- ;• CONTROL JOINT O N. T.S 8 -6' CHAIN LINK FENCE w/ BARBED WIRE FENCE Re: SPEC 04700 -PROP. ELEV. SEE SITE PLAN ALV. PIPE SLEEVE -,,,,EXIST. GRADE VARIES REMOVE TOPSOIL do ORGANIC MATTER TO A MINIMUM DEPTH OF SIX INCHES SLAB & CHAIN LINK FENCE DETAIL N.T.S. MISCELLANEOUS CONCRETE DETAILS I PREMOLDED OR FORMED JOINT 1'-3" LAP NEXT /8" RAD. POUR --Zr—. t..� �is N REBAR N DEFORMED (SEE SITE PLAN) METAL STRIP 2 1/2" EXISTING CONC. PVMT 18" 6" UNDERCUT DETAIL N. T.S OT PART 1 BEAN IS CONTRACT VERTICAL SAW CUT EXISTING EACH WAY C-C PAVE N CONCRETE REPAIR EXISTING BASE MATERIAL BASE, VERTICAL REINFORCIN AR S BE DOWELED NOTES: 1Q CLEAN ICAL SAW CUT (1 2" MIN.) IS TO BE MADE SOUND MATERIAL ON SIDES WHICH ABUT EXI G PAVEMENT. FORMS SHA BE USED SIDES WHICH ABUT NATURAL GR D. T = DEPTH AS SHOWN ON PLANS. CONCRETE REPAIR DETAIL N. T.S OT PART OF THIS CONTRACT, MICOSED CONCRETE PAVEMENT (SE E PLAN FOR THICKNESS ID REINFORCING). EXIST. A.C. PVM'T. / i 18" -i 18" �1 IN PAVING HEADER DETAIL %"woo, at&t CORPORATE REAL ESTATE 711 Louisiana Street Suite 300 Houston TX ephone 713.228.8050 Gensler Felacaimile 713�77002 .9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT- RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET, SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT. JOHN GARDNER dmUNITED ENGINEERS, INC. CONSULTW ENGWEERS 8 SURVEYORS SM3 SOUTHWEST FRWY. TEL (713 271-2900 SUITE 600 FAX 71 271-2999 HOUSTON. TEXAS 77074 E-MAILMTEDOUNITEDE.COY PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF ATBT THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER [A Issw Dab i ta«» D*@cfWw By saw XX 01 MM/DD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION OF .,. � r f�s1,, y�P•''........• . JNMNNNNN•N,NNW� 00. KTESFAYE 00 0697 • y�' 4 La Porte Rd R.T. #1144 Iftiw W.W. I CAD m Nam. I ALLIANCE NUMBER XXXXXXXXXXXXX CONSTRUCTION PLAN Isceb N.T.S. TRef. North DETAIL SHEET NO. 1 SHEET 4 OF 8 0 SECTION 04800 - CAST -IN -PLACE CONCRETE 04810 RELATED DOCUMENTS: Refer to General and Supplementary Conditions. A. Furnish and install wood forms constructed of the above specified materials of sufficient strength, rigidity, straight, tight and true to form grade 04820 EXTENT OF WORK: beams and slabs to profiles and dimension as indicated on the Drawings. Form outside face of all perimeter beams, slabs, turndowns. and any other concrete A. The Contractor shall furnish and place all concrete, fabricate and place all exposed to view to a depth of 12" below finished- grade. Vapor barrier shall reinforcing steel, and construct and set all wood formwork for reinforced extend halfway down sides of beams. Chamfer strips to be used at all angles concrete building and site work as indicated on the Drawings. Furnish to the of concrete which are exposed to view, unless shown otherwise. Remove forms Architect detailed plans and schedules of reinforcing steel for approval only after a 3 day minimum set time. prior to fabrication. B. Place reinforcing steel straight. securely and accurately according to the 04830 GENERAL: Drawings on sheet metal chairs at 4'-0" o.c. Tie securely every other bar intersection with splices a minimum of 50 bar dia. and a full penetration A. Building floor construction shall support a minimum uniform live load of 150 butt weld at butt splices. lbs. per square foot without deflection. The precast building finished floor elevation shall be a minimum of 12" above the surrounding finish grades and C. Concrete shall test at 3000 psi in 28 days being a minimum of 5 sacks of 6" above the crown of the road. Soils below slabs on fill shall be cement per cubic yard with 6 gallons of water per sack of cement. The Contractor shall assume full responsibility for meeting the above limiting stabilized to allow no more than 1/2" vertical movement in 20' of horizontal conditions and the mix design shall be prepared in accordance with ACI 613 floor run. There shall be no cracks in any floor slabs other than hair -line latest edition and submitted to the Architect's office for approval. The shrinkage cracks. The maximum allowable floor slab variation shall be 1/8" Contractor will retain a testing laboratory and conduct all testing with full vertical variation in 10' horizontal floor run. reports furnished to the Owner. Mixing time for transit mix shall not be retempered and used. Take caution to prevent segregation of concrete during B. Cast -in -place concrete work, unless otherwise noted, shall conform to the placement. Place no concrete when temperature is below 40 degrees F, and " requirements of ACI 301-72, Specifications For Structural Concrete For provide protection for freshly poured concrete in freezing weather asdirected "Building by the Observer. All floor slabs shall have a smooth monolithic buildings" and/or ACI 308-71, Code Requirements For Reinforced finish; all stoops. walks and slabs exposed to the elements shall have a Concrete", whichever is more stringent in the matter considered. D. Concrete Finishing: U04840 MATERIALS: 1. General: Concrete slabs shall have a smooth monolithic finish and A. Concrete Materials: shall be finished to tolerances as described. 1. Portland Cement: ASTM C-150, Type I or Type 11 (High Early Strength). 2. Broom Finish: All horizontal surfaces on exterior stoops, landings and sidewalks shall receive a light broom, non -slip finish. 2. Concrete Reinforcing Materials: Reinforcing steel shall be a product of the USA. Intermediate grade new billet steel grade 60 (55 - 75 KSI) except as follows: a. Reinforcing Bars: ASTM A-615 for #2, #3 and #4 bars (Grade 40). b. Deformation: ASTM A-305 for A-615. C. Welded Mesh: ASTM A-185 (Equivalent size). Excessive rust and scale shall be cause for rejection. d. Sheet Metal Chairs: 3" x 6" x 20 ga., galvanized or plastic. e. Tie Wire: 18 ga. annealed iron wire. 5. Aggregates: ASTM C-33 graded as follows: % Passing Gravel Sieve 1-1/2" 1" 3/4" Size Size #4 95-100 1-1/2" 95-100 % #16 50-80 1" 90-100% #50 10-80 3/4" 40-70 % 90-100% #100 0-5 1/2" 25-60% 3/8" 10-30% 20-55% #4 0-5% 0-10% 0-10% 6. Water: Clean and pure enough to drink. 7. Admixtures: For all concrete, add Master Builders "Pozzolith" and "Stearox 100" or approved equivalent. Use in accordance with the manufacturer's recommendations. 8. Curing Compound: W. R. Grace "Horncure 30", Sonneborn "Sonosil" or I. Reiss Co., Inc. "ReisCo Cure & Hard Seal". B. Formwork Materials: 1. Solid Wood: New No. 2 Yellow Pine or construction grade Fir or better. 2. Plywood: New Douglas Fir or equal, grade -marked Plyform, of thickness to withstand deflection. 3. Form Ties: Rigid type, either removable strap type or break -off type 1" back from surface. 4. Form Oil: Shall be non -staining mineral oil compatible with required finish applied to concrete. 5. Expansion Joint Forming Material: Preformed asphaltic expansion joint material, thickness as indicated, as manufactured by Burke Company or Johns -Manville Co. 6. Vapor Barrier: Unless detailed otherwise, install 6 mil, plastic vapor barrier with minimum laps of 12" taped fully watertight prior to any placement of concrete. GENERAL NOTES: 1. DRIVEWAYS SHALL BE CONSTRUCTED WITH 7" THICK, (3000 psi ® 28 days) PORTLAND CEMENT CONCRETE AND SHALL BE REINFORCED WITH MINIMUM 1/2" DIAMETER DEF. STEEL BARS @ 12" C-C EACH WAY WITH 10" LAPS, OR EQUIVALENT WELDED WIRE FABRIC. 2. CURB SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE PER DETAILS ON THIS SHEET. 3. 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT. 4. THE AREA BETWEEN DRIVEWAYS, FROM BACK OF CURB TO RIGHT-OF-WAY LINE SHALL BE SODDED SOLID WITH ST. AUGUS11NE GRASS. 5. EXPOSE EXISTING REBAR AND SPLICE TO REINFORCEMENT IN NEW DRIVEWAY. ® UNITED ENGINEERS, INC. im No. 2awq-oo 3. Rubbina and Patchin a. All exposed surfaces shall have honeycombed and other defective surfaces patched tight, all rock pockets cut out, all tie wires cut back 1" below surface, all fins and projections knocked off and rubbed smooth with stone. Remove all foreign and loose materials. b. After all defects have been repaired, the exposed surfaces of beams and stairs shall be saturated thoroughly and a grout of 1 part white Portland cement with color admixture to 1-1/2 to 2 parts fine sand shall brushed on uniformly completely filling all air bubbles and holes. The surface shall be floated with a wood or cork float immediately after applying the grout and then scoured vigorously. Excess grout shall be removed with a sponge rubber float at the time when the grout has hardened sufficiently for this to be done without removing grout from air holes. After the surface has dried thoroughly , it shall be rubbed with a dry burlap sack to completely remove any dried grout. Rubbed surface shall be kept damp for two days after the final rubbing. NOT ftT OF THIS CONTRACT I DRIVEWAY WIDTH C 8COiiE A 39 • • BOARD EXPANSION JOINT OR 112' • NON• X TRUDING PREFORMED JIOWT ) SDE-WAX � " �- P'ROPOSED END C/I URB AT SIDE1Af/1L3C DRIVEWAY CEXISTING E L MO CURB �_ I FAKE OF CURB CURB GUTTER LINE / o SAW CUT AND EXPOSE 16 •' REWFORCING STEEL EXNITING B ( MIN. SAW � 2 " ) CONCRETE PLAN VIEW - DRIVEWAY STRM N BIDEWAl1C ---� q* 1:15 ( 1.1d MAX- .. 2 • • COIAPACTED 1[ 0.000 PROPOSED TYPBAND BEDDING 314 • • BOARD EXPANSION JOINT OR CONCRETE ' • INON-EXTRUDING PREFORMED SIDEWALK SECTION PRO ED SIDni WITH CESSIVE ELEVA31f0N DIFFERENCE TIN IDEWALK SCORE 4'-0" 28-0" I Is PROPOSED SA411 I FT. TO 1 1J2' i SAWCUT 1M AFT (MAX) i • ► e I EXi3TWG WMA s 3 ®1a'' C- C EAn. l WAY CONCRETE 8f4 " BOARD JOINT OR 1r2 " WN. U1P LENM • 18' PAVEMENT NON-EXTRUDINO JOINT -SINGLE FAMILY g•• gr *4024" C-CEACHWAY MIN. LAP LENGTH •• 22' • -AILLOTHERS SECTION TYPICAL DRIVEWAY SECT NTS 0 3 ®18" C - C MATCH EXISTING GRADE 4' - 0 • • 2 • Oil EXISTING GRADE i 2118• � I FT. .. IR; (MAX) a. CA AA I • . 6..all1 •-0.1 .r 2" COMPACTEO EXISTING3 STREET SAND BEDDMK3 3 - B 3. MMI. LAP NGTH -18 " WTIII CURB SECTION © CITY O OUSTON TYPICAL SIDEWALK SECTION DEPARTMENT OF PUSUC AND ENGINEERM e REINFORCED C CRETE NOTES: DRIVEWAY AND SID DETAILS 1- DRIVEN SHALL BE 6 " THICK FOR SINGLE FAMILY USE AND 7 " THICK ON CURBED TYPE ETS FOR THERS ( I. E. COMMERCIAL, INDUSTRIAL, ETC.) BY. APPROVW 2 - D AYS AND SIDEWALKS SHALL BE CONSTRUCTED WITH PO D CEMENT CONCRETE AND INCLUDE 5 -1/2 SACKS OF CEMENT (2- P CUBLIC YARD OF CONCRETE. OTY 113*3ER DIRECT u c 3 - 6 - W 2.9 X W 2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF W0MMA E REINFORCING STEEL. DATE: 05 - 23 - 03 EXPANSION & CONSTRUCTION JOINTS ALONG SIDEWALKS DIVO NO: 02754 - 01 Dym NO: 17201-1 SHALL BE ACCORDING TO DRAWING NO.02752-02 euaalrall cope CONCRETE SPECIFICATIONS AND MISCELLANEOUS DETAILS I�N S 4 4 t�� ?.1�'wy�yye:'i�2�t&t CORPORATE 711 Louisiana Street Suite 300 Houston TX 77002 GenslerFacsimile 713.229 .9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BEL LAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET, SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT. JOHN GARDNER UNITED ENGINEERA INC. CONSULTING ENGINEERS A SURVEYORS 8303 SOUTHWEST FRWY. TEL 713 271-SUITE 600 FAX 2900 HOUSTON. TEXAS 77074 E-MAIL N?TMOUNITEDE.COM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER I0 taw D.a & law D65cr W By Chu* XX 01 MMLDD/YY ISSUE BY CHECKED BY - DRAWING ISSUE DESCRIPTION OF T 4 ..MN.M.NM.NM.NN � y KEFELEGNE TESFAY I sj7os AW Lo Porte Rd R.T. iF144 ICAD F& N.m. I ALLIANCE NUMBER XXXXXXXXXXXXX DNIWM CONSTRUCTION PLAN (sews N.T.S. Ref. North SHEET 5 OF 8 N0. 2 em... 2—FIBER OPTIC DUCTS STUB —UP CONDUITS 3' ABOVE 5`z NATURAL GROUND. CAP THE ENDS OF ALL CONDUITS. ; ID" x 48" SLOT II a PRECAST CONCRETE BLDG. II �(BY OTHERS) I I ACKFILL AROUND CONDUITS I I W/CEMENT STABILIZED SAND. 0000 11,000, • �pp5 6" 2" DIA. SCH. 40 PVC MANIFOLD. INSTALL LEVEL & CAP ENDS. 2" DIA. SCH. 40 PVC VENT TUBES TO EACH CONDUIT. 4" x 4" x 2" TEE (OR CROSSES) INSTALL CONDUIT SEPARATOR TO MAINTAIN SEPARATION AS SHOWN. NOTE INCREASED SEPARATION BETWEEN CENTER CONDUITS. VERIFY SPACING, NUMBER do EXACT CONFIGURATION OF CABLE ENTRANCE CONDUITS. 6 tit _. _ . .. .. _... CABLE ENTRANCE DUCT MANIFOLD DETAIL K T.S WEATHERHEAD 120/ 240 V. 10-\k P1000 UNISTRUT 3W SERVICE W/PIPE CLAMP do LAG BOLTS Z TO POLE W W o a� IN 1# 14 C / T N / 200 AMP a METER CAN POLE BY EXISTING 200 A/2P FUSED CONTRACTOR BLE G. DISCONNECT SWITCH UNLESS SHOWN OTHERWISE ON BLDG ON SITE PLAN O SECURE MAST TO PRECAST CONC. BLDG. W/ P1000 P1000 UNISTRUT UNISTRUT W/ PIPE CLAMPS W/ PIPE CLAMP & EXP. BOLTS CLAMPS. do LAG BOLTS It� , TO POLE \�' N.G. • 0 O, e � 1:1 �> NCASE CONDUIT IN CONC. PER SPECS UNDERGROUND SERVICE (3—#3/0 THWN— IN 1-1/2* CONDUIT) SEE SITE PLAN FOR SERVICE TYPE (AERIAL OR UNDERGROUND) ELECTRICAL SERVICE DETAIL (UNDERGROUND) N. T.S. ® UNITED ENGINEERS, WC. sae No. 28o6s—oo BACKFILL S.B.C. GENERAL BACKFILL & ENCASEMENT SPECIFICATIONS .. 1. TYPE 'C' BACKFILL - CEMENT STABILIZED SAND (2 SACKS PER TON). 2. TYPE 'A' BACKFILL - ORIGINAL MATERIAL, FREE OF DETERIOUS MATERIAL. COMPACTED 90-95X PROCTOR IN 6' LIFTS. 3. CONDUIT FORMATIONS, REGARDLESS OF NUMBER OF DUCTS, SHALL MAINTAIN THE SAME MINUMUM CLEARANCES BETWEEN DUCT AND TRENCH WALL, AS SHOWN IN TYPICAL FORMATIONS HEREON. 4• FORMATIONS OVER FOUR DUCTS HIGH REQUIRE 2" SEPARATION AFTER EVERY FOURTH TIER OF DUCTS. S. ALL DUCTS TO BE ENCASED WITH CEMENT STABILIZED SAND UNLESS OTHERWISE SPECIFIED OF REQUIRED. 6. CONCRETE ENCASE DUCTS WITHIN AREAS OF GRADE CHANGES MORE THAN 2OX (1' IN 5') AND BENDS HAVING RADII OF LESS THAN 80 FEET. /--NATURAL GROUND NATURAL GROUND CUT OFF SHORING 12" BELOW SURFACE SHORING & BRACING - TO REMAIN DURING BACKFILLING II I130 '`I lid ••••;� II CEMENT STABILIZED—"ISAND ENCASEMENT LilI� I,- CONCRETE ENCASED 'A' BACKFILL (TYP.y ' ' ' (TYP.) CEM. STAB. SAND ENCASED 'A' BACKFILL ELECTRICAL, CONDUITS AND MISCELLANEOUS DETAILS INSERT SCREEN AT CMU FACADE EXTERIOR FACE OF GRADE BEAM CABLE SLOT — PRECAST BLDG. BLDG. FOUNDATION FINISHED GRADE e 0 I " a 2" DIA. SCH. 40 P.V.C. 90' ELBOWS MANIFOLD (REFER TO DETAIL 2" SPH. 40 RISER 3 —6 IN SPECIFICATIONS) AT 1 PER FOOT SLOPE MINIMUM ..PLUG : 2" *RISER .:.. .. ; : •�.. .r: .�_ PLACE MARKER f , 8 CABLE ENTRANCE DUCTS , , _1 I�' VENTING DETAIL PROPERTY LINE �- L c% II 10' GROUND ROD III `� tO � 10' GROUND ROD (TYP OF 3) CAD WELD 7-o■ (TYP OF 3) CAD ALL CONNECTION. z ALL CONNECTION. Ft<)�_ FO z 0 X .4 GROUND TIE—IN GROUND TIE—IN I GROUNDING 1'-0" TRENCH LOOP 4'-0" FROM R.T. SLAB GROUNDING DETAIL I#2 BARE—J TINNED SOLID COPPER 3/8" x 8'-0" COPPER OR STAINLESS STEEL GROUND RODS. MAN A.C. DISCONNECT CABINET. TO OPGP NOTE: MINIMUM BENDING RADIUS FOR A #2 OR LARGER GROUNDING LEAD IS ONE FOOT. THE SEND SHALL ALWAYS CURVE TOWARDS THE OPGP. + OR EQUIVALENT ACEG (GREEN WIRE) LEADS TO ALL CIRCUITS. GROUND BUS (ACEG) BONDED TO CABINET. EQUIPMENT BONDING JU (REMOVABLE GROUND S TO NEUTRAL) TO WATER PIPE GROUND FIELD — SEE PLAN CADWELD CONNECTOR CAT #PCC-1T1T WITH WELD METAL. #05 + CADWELD CONNECTOR CAT #GTP-161T WITH #GT1-161V (ONE SHOT) + CORPO?4TE REAL ESTATE Gensler 711 Louisiana Street Suite 300 Houston TX 77002 Telephone 713.228.8050 Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON, TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER UNITED ENGINEERA INC. CON.SULTM ENGINEERS & SURVEYORS 8303 SOUTHWEST FRWY. Tfl V13 271-2900 SUITE 600 FAX 71 271-2999 HOUSTON. TEXAS 77074 E—MAIL NITED•UNITEDE.COM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION 11YITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER 1 A a.w Wft i k8w Dnotly m By cheat XX 01 MM/DD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION • OFrFF�y\, tt y��•••••'SII I � N•NNN•NWNN•MM � KEFELEGNE TEN SFAYE 1\ S Lf`�� IP.oJeet Ne.o• La Porte Rd R.T. J1144 Ipm1waodw CAD FYe Nww I ALLIANCE Nt1YBEIt xxxxxxxxxxxxx ID.eOW CONSTRUCTION PLAN 18c1. N.T.S. Ref. North SHEET60F8 DETAIL SHEET NO. 3 "'we"g1" 5/8" ROD D � AUG 0 7 200 0. 3/4» CABLE SLOT IN BLDG. VARIES -SEE PLAN 4" 2" FLOOR (BY OTHERS) PRECAST BUILDING FINISH FLOOR 1 _g" 6" (SEE SITE PLAN) (USUAL) 5" VARIES SUBGRADE COMPACTED � •• ••• ��•.:,�..: SELECT FILL COMPACTED TO SPECIFICATIONS �____� `� '' -' ;' TO 95% STD. PROCTOR DENSITY TO t 2% OF ►:; I OPTIMUM MOISTURE CONTENT EXISTING NATURAL GRADE -SEE SURVEY.'= ':•t TYPICAL SLAB REINF. 6" CONC. SLAB W/#4 #4 O 12" O.C. EA. WAY REINF. ® 120 O.C. W/#3 X 36» SLAB EA. WAY AND 3/4" X 18" 24" DOWELS O 24» O.C. DOWELS O 12" O.C. ISOLATION PROPOSED 8-4" JOINT 'C' PVC CONDUIT GRADE BEAM REINF. 4 #5 CONT. TOP, BOTTOM AND MIDDLE w/ 2 #3 STIRRUPS ® 12" O.C. CABLE SLOT NOTE: 2 N. T.S PLACEMENT OF CONCRETE CABLE SLOT AND FOOTING TYPICAL GRADE BEAM SECTION SHALL BE MONOLITHIC. 1•�Y r� 4' 5-1/2" TYPICAL SLAB REINFORCEMENT 5-1/2" 4" #4 ® 12» C-C EACH WAY WITH #3 X 36» SLAB DOWELS O 24" BRICK FACADE C-C SELECT FILL PRECAST BUILDING EXPANSION JOINT COMPACTED TO FINISH FLOOR (AS SHOWN SPECIFICATION SHEET 2 OF 7) 3/4" 1" SLOPE 1/4-/FT PROP. GRADE �I Z i ".':e y=J (SEE SHEET 2 OF 7) :t '• - - - - '" '• .•" :l• TMF!ffRI IF k= CONCRETE LANDING'•'�{_ #5 TOP AND BOTTOM CONT. O ISOLATION 't:�== XISTING 2 PERIMETER GRADE BEAM #4 O 12" JOINT'`�''•�; NATURAL c C-C EACH WAY WITH #3 DOWELS " ` �- GROUND a 0 12" C-C. (SEE SHEET 7 OF 7 �• �� FOR NUMBER OF TREADS AND RISERS) 3" CLEAR (TYP•) GRADE .BEAM REINFORCEMENT 1' 5-1/2» NOTE: 2 #5 CONT. TOP, BOTTOM & MIDDLE WITH #3 STIRRUPS SECTION 1 A CONTRACTOR MAY POUR ® 12" C-C CONCRETE LANDING N. TS MONOLITHICALLY WITH R.T. SLAB PICAL SLAB REINFORCEMENT 5-1/2- " F#44 O 12» C-C EACH WAY WITHC 36" SLAB DOWELS ® 24" BRICK FACADE PRECAST BUILDING FINISH FLOOR (SEE SHEET 2 OF 7) ISOLATION PROP. GRADE JOINT (SEE SHEET 2 OF 7) V1 � SLOPE VARIES 4J APPROX. 1 /4"/FT. a '� , > •• • f 6" CONCRETE SLAB WITH #4 SELECT FILL REINFORCEMENT® 12" C-C ` '' COMPACTED TO EACH WAY AND 3/4" x 18" '�'' '� - SPECIFICATIONS DOWELS O 12" C-C jr(. •' , •: '�' 1 EXISTING NATURAL ;%�--':•, iv GROUND GRADE BEAM REINFORCEMENT 2 #5 CONT. TOP, BOTTOM & MIDDLE WITH #3 STIRRUPS O 12" C-C 1' 5-1/2" (TYP•) SECTION 1Q BRICK LEDGE FOUNDATION DETAILS ® UNITED ENGINEERS, INC. Jo,9 No. 28o69—oo N. T.S ISEE CABLE - SLOT DETAIL BY 10» 3'-7 1 /2" FR.T. BLDG. WALL I 12" �k CONTRACTOR TO VERIFY BUILDING OUTSIDE DIMENSIONS PRIOR TO CONSTRUCTION. 1 /2" BRICK LEDGE 0 0 ' 2 o ° PRECAST BUILDING l I SEE SITE PLAN FOR 1 0 0 FINISH FLOOR ELEV. I L — 1 PORCH W/3-6"R. & 2-10»T. 5-1 /2» �k 8'-0" 24'-0" 24'-11" MAXIHUT FOUNDATION PLAN M T.S. " 24'-lift y 5 1 /2" 24'-0" 41 N112'-0013'-0" " /2 18'-4" 4" XTERIOR LIGHT " 5 1 /2" (SEE SPECS.) t—D" C.M.0 .. - . .,..- HVAC UNIT = LIGHT SWITCH _ o (3-WAY) THERMOSTAT (MOUNT 7'-0' a v CABLE SLOT HIGH) PROVIDE 1'-0"x 5'-0» PAINT WALLS MAIN DISCONNECT 0 -- o r^ SHEET OF & CLG.(SEE SPEC.) NON-COMBUSTIBLE SWITCH EMERG. 0 PLYWOOD (PAINTED) POWER ENTRY MOOTH FINISH CONC. WALLS APPLY COATINGS JUNCTION BOX 220V PANEL 'A' W/ MANUAL TRANSFER PER SPECS. OUTLETS SWITCH BELOW & ALARM MONITORING CABINET ABOVE 3'-0" 5 1 /2" LIGHT SWITCH \--EXHAUST (3-WAY) BRICK LEDGE­/XTERIOR FAN (DAYTON) LIGHT (SEE SPECS.) #4C706, 8» 0 BLADES 270 CFM. (MOUNT AS HIGH AS POSSIBLE) FLOOR PLAN- 10' x 24' MAXIHUT BLDG. N. T.S CABLE SLOT IN FLOOR - CONTRACTOR TO INSTALL CABLE ENTRANCE BENDS PER STD. DETAIL WITH GAS VENT (VERIFY NO. & CONFIGURATION WITH AREA ENGINEER, CABLES MAY ENTER SLOT FROM ANY DIRECTION. CONTRACTOR TO PROVIDE GROUNDING SYSTEM PER STD. DETAIL CONTRACTOR TO INSTALL ELECT. SERVICE AND WEATHERHEAD PER STD. DETAIL (BLDG. DISCONNECT SWITCH BY OTHERS). GROUNDING BAR BY OTHERS - CONTRACTOR TO DRILL 1" DIA. HOLE IN CONCRETE WALL NOTE: UNLESS INDICATED »BY CONTRACTOR". ALL SHOWN ITEMS ARE A PART OF THE BUILDING FURNISHED BY SWBT CO. FOR DELIVERY TO SITE. REMOTE TERMINAL BUILDING CONSTRUCTION DETAILS 1'-1Y4" %"tYP• - CABLE SLOT IN FLOOR OF BLDG= 3 3/4" 5-1/2"- BUILDING TO _ BE PLACED BY OTHERS. COORDINATED BY GENERAL CONTRACTOR 4" WALL THICKNESS (TYP) I' s � 09 t—o» 0 0 ---0 0 s O 0 " 5-1/2- BRICK LEDGE FOUNDATION DETAIL AT CABLE SLOT N.T. S 1'-5-1 /2" K�r 12" 40W84070 3" PAINTED SIGN (SUBMIT SAMPLE �- VERIFY LOCATION CODE AT EACH R.T. BLDG. TO S.W.B.T. ARCHITECT TO WITH S.W.B.T. MANAGER -DESIGNS APPROVE COLOR AND FINISH) CONSTRUCTION S.W.B.T. REPRESENTATIVE (713) 567-8507 (EVERY R.T. BLDG. WILL HAVE A DIFFERENT LOCATION CODE.) NOTE: SIGN TO BE PAINTED TO THE EXTERIOR OF STANDARD PREFINISHED AND STUCCO BUILDINGS AND TO THE DOOR OF BRICK FACED BUILDINGS. REMOTE TERMINAL BUILDING IDENTIFICATION SIGN -- at&t CORPORATE REAL ESTATE 711 Louisiana Sheet Suite 300 Houston TX 77002 Telephone 7132n.8050 Gensler Facsimile 713.229 .9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 805 TRAVIS STREET, SURE 200 HOUSTON, TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT: JOHN GARDNER ®UNITED ENGINEERS, INC. CONSULTING ENGINEERS d SURVEYORS 8303 _...1?1M FRVr. TEL 713 271-2900 SUITE 600 FAX T71 271-2899 HOUSTON, 7DM 77074 E-MAIL UNITMWNITEDE.COM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC I AT&T PROJECT MANAGER IA k � Deft i bmw DBy Cluck XX 01 MM/DD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION I� Lo Porte Rd R.T. #1144 ftoa W.W. I CAD Fb Imo. IALLMWM UMBER Xxxxxxxxxxxxx IDiia1� CONSTRUCTION PLAN Imo. N.T.S. Ref. North SHEET 7 OF 8 DETAIL SHEET NO. 4 02M "nww \-1-1/2"0 JULIUS BLUM ALUMINUM z CONNECT RAIL SYSTEM PIPE AND M FITTINGS (OR APPROVED EQUAL) HEAVY DUTY FLOOR FLANGE (TYP) 974 3/8"X3" SLEEVE ANCHOR BOLT (TYP) (FOUR PER FLANGE) NOTE : ALL PIPE AND CONNECTIONS SHALL BE SCHEDULE 40 TYPICAL HANDRAIL N. T.S 6" IN. �Y:L 6 MIN. STORM CEMENT STABILIZED SAND (C.S.S.) SEWER AS 6" MIN. STORM SEWER BEDDING DETAIL (C.S.S. SHALL BE 2 SACKS PER TON) N. T.S. CHAIN LINK FENCE '*—GRASS AREA EDGE OF CONCRET ALUMINUM I 0 C.L.F. GATE HOLD BACK GATE — HOLD BACK 1" ALUMINUM PIPE PLAN VIEW ALUMINUM CAP co 2 SECTION B-B GATE HOLDBACK DETAIL N.T.S. 4 —2 /o" nine- I.D (TYP) F. DROP ROD LATCH DETAIL FOR DOUBLE CHAIN LINK GATES. (GALVANIZED AND WELDED) N.T.S. 3 s UNITED ENGINEERS, INC. 1o1B No. 28o6s-oo ISOMETRIC VIEW IOLD N 0 io 11 N I N PROP. CONCRETE LANDING WITH 3-6" RISERS AND 2-11" TREADS. #S BARS CONT. TOP AND BOTTOM O PERIMETER GRADE BEAM. #4 BARS O 12" C-C EACH WAY WITH #3 DOWELS ® 12" C-C. 18" Min. Min. 6" 4 STRANDS 12 1/2" GAUGE BARBED WI 10'- Max. TYPICAL LINE WITH CORNER POST N. T.S: DOOR' 3'-0" . .n 5" I I ao #5 BARS 3" MIN. COVER #4 BARS O 12" C—C EACH WAY 10'-5 1 /2" CONCRETE LANDING DETAIL N.T.S A 6" � A PLAN VIE 1 /8" (MIN.) EXISTING CONCRETE SLAB FINISH GRADE 2500 P.S.I. = e CONCRETE ' X 3 1/2" REBARS 0 GALVANIZED kb� PIPE SECTION A —A CENTERSTOP DETAIL N.T.S. 2 7/8" 0. D. TERMINAL 1 5/8" 0. D. CENTER BRACE DOME CONCRETE r N 1 BRICK FACADE (OPTIONAL) 'OP. HANDRAIL @1 PROP. CONCRETE LANDING WITH 3-6" RISERS AND 2-11" TREADS. #5 BARS CONT. TOP AND BOTTOM O PERIMETER GRADE BEAM. #4 BARS O 12" C-C EACH WAY WITH #3 DOWELS O 12" C-C. 3" MIN. " a COVER PROP. CONC. PVMT. "=PERIMETER GRADE BEAM NOTE: CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE DROP ROD ASSEMBLY, DROP ROD CENTERSTOP. AND A GATE HOLDBACK AS PART OF THE CHAIN LINK FENCE AND GATE INSTALLATION. FENCING AND MISCELLANEOUS CONSTRUCTION DETAILS @1 STRUCTURAL NOTES: 1. THE MINIMUM DESIGN LOAD FOR HAND RAILS AND GUARD RAILS ARE ABOVE 50 LBS. CONCENTRATED LOAD APPLIED IN ANY DIRECTION IN COMPLIANCE WITH THE MINIMUM LOADS AS SHOWN IN TABLE 1607.1 AND SECTION 1607.1 OF THE 2003 INTERNATIONAL BUILDING CODE (2003 IBC) 2.THE MINIMUM DESIGN LOAD FOR STAIRS AND 300 PSF CONCENTRATED LOAD OF STAIR TREAD, IN COMPLIANCE WITH THE MINIMUM LOADS AS SHOWN IN TABLE 1607.1 #35 OF THE 2003 INTERNATIONAL BUILDING CODE. COARSELY IN PVC GRADED TEE GRAVEL JA A 2 HVAC #2 _ 1"0 PVC CURB (LENGTH VARIES) PROP. CHAIN LINK FENCE PLAN La I HVAC xxxx BLDG. NOTE: ALL PVC SHALL PROP. CHAIN LINK FENCE BE SCHEDULE 40 1"0 PVC HCONNECTED TO La BRICK L EDGE HVAC WATER (N.I.C.) DISCHARGE z 1 1/2" x 1" REDUCER W 1n 10 PVC W (LENGTH VARIES) SEE HVAC WATER DISCHARGE PIT DETAIL / ',Z6" CURB BLDG. FOUNDATION ,�•_ .t �. ,•: "0 PVC ''. ,�•. 90' BEND/ 100 r,a PVC TEE •t. �•,' ���,a 2'\12.0' SECTION A —A COARSELY GRADED GRAVEL I. 2'-4 1 /8" BAR GRATING 15W4 EDGE OF 2'X2' GALVANIZED STEEL CONCRETE CUTOUT— eartng Bars 1"X 3/16" B B . /16" C-C SPACING a I N 1/4" CROSS BARS CONCRETE SLAB " CROSS BAR SPACING N. �hR1'Tt::k i;..'.,�- .•r. - '.:• �ltiA •Ta=•la:Yt?�•'ra �h'.4i�+i+l�� 20X2" WOOD FRAMING NATURAL GROUND .°�= •ate SECTION B—B HVAC WATER DISCHARGE PIT DETAIL tt&tI CORPORATE REAL ESTATE 711 Louisiana Street Suite 300 HOUS1 TX 77002 Telephone 713.228.8050 Gensler Facsimile 713.229.9343 ALLIANCE MEMBERS H.C. BECK 6500 WEST LOOP SOUTH, ZONE 1.2 BELLAIRE. TEXAS 77401 713.567.8867 FAX:713.660.2040 CONTACT: RALPH MARQUEZ CCRD PARTNERS 808 TRAVIS STREET. SUITE 200 HOUSTON. TEXAS 77002 713.237.8900 FAX: 713.237.0123 CONTACT. JOHN GARDNER ®UNITED ENGINEERS, INC. CONSULTING ENGINEERS A SURVEYORS 8303 SOUTHWEST FRWY. F 71�12711-2900 SUITE 600 FAX 7127-2999 HOUSTON. TEXAS 77074 E—MAY. ITE000NITEDE.COM PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/OR ZONING CHANGES. AT&T PROJECT NUMBER AT&T AUTHORIZATION GEOTEC # AT&T PROJECT MANAGER I0 Iswe Dft a Ina. Desee"oa By Cheek XX 01 MM/DD/YY ISSUE BY CHECKED BY DRAWING ISSUE DESCRIPTION 16..II6all.tl.. OF P.�E•00 q _Nep ti, 0 KEFELEGNE TESFAYE t niece Name I I Lo Porte Rd R.. #1144 �rr4w amber 1CAD F% NemeF% Nem. �AIJUANCH NtUASERNUYBER XXXXXXXXXXXXX CONSTRUCTION PLAN I� N.T.S. Ref. North SHEET 8 OF 8 DETAIL SHEET NO. 5 AUG 0 7 2008- Y