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HomeMy WebLinkAbout11555 W FAIRMONT PKWYCity Approving Authority Certificate: This is to certify that on day of,20 the City of La Porte,Texas,has approved this site plan and development of (Name of Development)in conformance with the ordinances of the City of La Porte. By: Director,Planning and Development City Planner City Engineer 1 A. Street Name Lineal Feet Tree Planting Requirement FAIRMONT PARKWAY 845 / 30 28 B. PARKING LOT TREES: Sec. 106-800 € > Parking lot with minimum 20 spaces shall provide a planter at the ratio of one for every ten parking spaces. Total # of Proposed Parking Spaces # of Spaces Tree Planting Requirement Planters Sq. Ft. Planters Required Total Sq. Ft. 52 52 / 10 6 135 x 6 810 Total # of Proposed Parking Spaces # of Spaces Tree Planting Requirement Total Trees Planted 52 52 / 10 6 6 C. SHRUBS: Sec. 106-800 ( c) >Shrubs are required in the planting strip adjecent to the right-of-way and shall be placed at three feet on center. Equivalent Credits Total Trees Planted CITY OF LA PORTE TREE ORDINANCE LANDSCAPE ANALYSIS FORM NON-SINGLE FAMILY RESIDENTIAL TREE AND SHRUB PLANTING REQUIREMENTS STREET TREES: Sec. 33-126 (a) Length of property in lineal feet as measured along each street separately 028 TOTAL STREET TREES 28 > Planters (minimum 135 sq ft) each required planter shall have one shade tree. Trees shall be dispersed throughout the parking lot to maximize shadding NURSERY GROWN CONTAINERIZED TREES SHRUB/GROUND COVER SOLID SOD - COMMON BERMUDA HYRDOMULCH - COMMON BERMUDA L E G E N D 1 PREMIUM BED MIX' BY THE GROUND UP CONTACT AT 832-247-2574 CONTACT AT 713-466-7360 OR 281-342-6113 2 3 4 5 6 7 BIDDING CONTRACTORS BE ADVISED THAT ALL NEW TREE MATERIAL IS TO BE CONTAINER GROWN, CORRESPONDING TO STATED ROOT BALL SIZES AS RECOGNIZED BY INDUSTRY STANDARDS. THIS SHALL EXCLUDE ALL B&B, MACHINE MOVED, OR TRANSPLANTED TREES FROM THE BIDDING PROCESS UNLESS OTHERWISE INDICATED ON THE PLAN. THE INSTALLATION CONTRACTOR SHALL BE PREPARED TO PROVIDE PHOTOGRAPHS OF INTENDED PLANT MATERIAL ALONG WITH SIGNED CLARIFICATION THAT PLANT MATERIAL MEETS THESE REQUIREMENTS AND THAT NO VARIATIONS OR SUBSTITUTIONS HAVE BEEN MADE. OR LANDSCAPE MIX (GROUND LEVEL ONLY) ALL TREES PLANTED ADJACENT TO ACCESSIBLE ROUTES AND ACCESSIBLE AREAS SHALL NOT HAVE LIMBS BELOW 80" (IN) A.F.F. ALL DISTURBED AREAS ARE TO RECIVE 4" (IN) OF TOPSOIL, TOPPED WITH MULCH, SOD, OR HYDROMULCH (DEPENDING ON THE AREA), AND IS TO BE WATERED UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. CONTRACTOR IS RESPONSIBLE FOR THE GRADING OF PARKING LOT ISLANDS AND SETBACKS. GRADE CHANGES SHALL RANGE FROM 8" (IN) TO 15" (IN) ABOVE THE CURB, DEPENDING ON THE SIZE OF THE ISLAND. SELECT TOPSOIL SHALL BE USED FOR THESE BERMS. SEE PARKING ISLAND TREE DETAIL. IF THE PLANTING PLAN DOES NOT AGREE WITH THE PLANT LIST, THE QUANTITIES INDICATED GRAPHICALLY ON THE PLANTING PLAN SHALL GOVERN. THE LANDSCAPE CONTRACTOR DOING THE INSTALLATION OF THIS WORK SHALL SUBMIT TO KUDELA & WEINHEIMER INFORMATION REGARDING SOURCING OF PLANT MATERIAL. ALL PLANT MATERIAL MUST BE CONTAINER GROWN AND APPROVED AT THE SOURCE OF GROWTH BY KUDELA & WEINHEIMER. TREE MATERIAL MEETING THE SPECIFICATIONS WILL BE TAGGED WITH A SERIALIZED LOCKING TAG AT THE NURSERY BY KUDELA & WEINHEIMER. PLANTS ARRIVING AT THE JOB SITE WITHOUT THESE TAGES WILL BE CATEGORICALLY REJECTED AT THE CONTRACTOR'S EXPENSE. P L A N T I N G N O T E S "ULTRA SOIL" BY LIVING EARTH TECHNOLOGY GROUP PLANTING SOIL MIXTURE SHALL BE ONE OF THE FOLLOWING: ON GRADE ONLY NURSERY GROWN CONTAINERIZED TREES SHRUB/GROUND COVER SOLID SOD - COMMON BERMUDA HYRDOMULCH - COMMON BERMUDA L E G E N D I R R I G A T I O N N O T E S IRRIGATION SYSTEM SHALL COMPLY WITH THE FOLLOWING: 1) NEW COMPONENTS OF IRRIGATION SYSTEM SHALL INCLUDE: CONTROLLER, IRRIGATION VALVES, ADDITIONAL 2 1/2" PVC MAINLINE, PVC LATERAL LINES SIZING 2" TO 3/4", RAIN SENSOR, WIRING, GATE VALVES, VALVES BOXES, QUICK COUPLERS, 2" (IN) METER AND BACKFLOW PREVENTER: AND ALL OTHER COMPONETS FOR A COMPLETE IRRIGATION SYSTEM. SYM. BOTANICAL NAME / COMMON NAME CAL. HEIGHT SPREAD MIN. ROOT REMARKS TREES LO QUERCUS VIRGINIANA LIVE OAK 2 1/2" - 3 1/2" 12' - 14' 8' - 10' 30 GAL. MATCHED, WELL ROOTED LO1 QUERCUS VIRGINIANA 'CATHEDRAL' CATHEDRAL LIVE OAK 2 1/2" - 3 1/2" 12' - 16' 6' - 7' 30 GAL. MATCHED, WELL ROOTED SHRUBS WL LIGUSTRUM JAPONICUM WAX LEAF LIGUSTRUM 24" 24" 5 GAL. FULL, WELL ROOTED 30" O.C. OL NERIUM OLEANDER COMMON OLEANDER 18" 15" 3 GAL. FULL, WELL ROOTED 30" O.C. GROUNDCOVER GL LIRIOPE MUSCARI 'GIGANTEA' GIANT LIRIOPE 12" - 14" 12" 3 GAL. FULL, WELL ROOTED 18" O.C. NG LANTANA SP. 'NEW GOLD' NEW GOLD LANTANA 10" 8" 1 GAL. FULL, WELL ROOTED 18" O.C. TURF CYNODON DACTYLON COMMON BERMUDA HYRDROMULCH CYNODON DACTYLON COMMON BERMUDA SOLID SOD P L A N T L I S T BF CONTROLLER: 1 1/2" BACKFLOW PREVENTER HUNTER ACC RAIN SENSOR: 1 1/2" WATER METER C RS 6" 6" 6"6"6"6"6"6" 6" NOTE: COMPONENTS ARE SHOWN FOR DESIGN AND BIDDING PURPOSES. EXACT LOCATION SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. "1 "1 "1211"211""1 211""1"1211"211"211" 211" 43" 43" 211" 43"43" 43" 43"43"43""1 "143" 43"43"43"43"211" 43" 43" 2" 331.7 2" 445.3 2" 38.85 2" 728.9 2" 841.9 2" 45.29 221" 43"43"43"43"43"43" "1"1211" "143""1 "1 2" 34.06 HUNTER SOLAR-SYNC 43"43" 221" "4 "4 "1 "1 211" 211" 211" 43""1 2" 138.2 2" 225.3 43""1 211" 43" "1 211"43" 43" 6"43" 43" "1 211" 43"221" 211" "1 2 "211" 2 " "1 "1 2 " "1 "1 43" 43" 211" 211" 43" 211" 43" 43"43" 43" 211" "1 211"211" "1 "1 43" 43" 43" 43" 43" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PROS-04-CV 5` strip spray Turf Spray, 4.0" Pop-Up. With Drain Check Valve. Co-molded wiper seal with UV Resistant Material. 12 20 Hunter PROS-04-CV ADJ Turf Spray, 4.0" Pop-Up. With Drain Check Valve. Co-molded wiper seal with UV Resistant Material. 109 20 Tree Bubbler Hunter PCN Flood Bubbler (TWO PER TREE) See TREE BUBBLER DETAIL for proper installation. Provide separate zone for all tree bubblers, do not connect to shrub, tree, or sod zones. 68 15 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS Hunter PGP-04-MPR Turf Rotor, 4.0" Pop-Up. Adjustable to Full Circle. MPR Nozzle. 36 25 32' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. 8 Febco 765 1-1/2" Pressure Vacuum Breaker, brass with ball valve SOV. Install 12" (305MM) above highest downstream outlet and the highest point in the downstream piping. 1 Hunter ACC-1200 12 Station Outdoor Modular Controller. No Module Required. High-End Commercial Use. Metal Cabinet. 1 Hunter WSS Wireless Solar, rain freeze sensor with outdoor interface, connects to Hunter PCC, Pro-C, and I-Core Controllers, install as noted. Includes 10 year lithium battery and rubber module cover, and gutter mount bracket. 1 Water Meter 1-1/2" City Tap 1 Irrigation Lateral Line: PVC Class 200 SDR 21 2,855 l.f. Irrigation Lateral Line: PVC Class 200 SDR 21 1,138 l.f. Irrigation Mainline: CPVC Schedule 40 693.5 l.f. Pipe Sleeve: CPVC Schedule 40 406.1 l.f. BF C RS Hunter PROS-12 5` strip spray Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material. 23 20 IRRIGATION SCHEDULE P.O.C. NUMBER: 01 Water Source Information:City Tap FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available:75.00 gpm PRESSURE AVAILABLE Static Pressure at POC:50.00 psi Elevation Change:5.00 ft Service Line Size:2" Length of Service Line:20.00 ft Pressure Available:47.00 psi DESIGN ANALYSIS Maximum Station Flow:45.29 gpm Flow Available at POC:75.00 gpm Residual Flow Available:29.71 gpm Critical Station:6 Design Pressure:25.00 psi Friction Loss:4.19 psi Fittings Loss:0.42 psi Elevation Loss:0.00 psi Loss through Valve:0.80 psi Pressure Req. at Critical Station:30.40 psi Loss for Fittings:0.19 psi Loss for Main Line:1.90 psi Loss for POC to Valve Elevation:0.00 psi Loss for Backflow:2.59 psi Loss for Water Meter:1.69 psi Critical Station Pressure at POC:36.77 psi Pressure Available:47.00 psi Residual Pressure Available:10.23 psi CRITICAL ANALYSIS VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI @ POC 1 Hunter ICV-G 2"Turf Rotor 0.00 2 Hunter ICV-G 2"Shrub Spray 25.30 3 Hunter ICV-G 2"Turf Rotor 31.65 36.37 4 Hunter ICV-G 2"Turf Spray 45.29 33.90 5 Hunter ICV-G 2"Turf Spray 38.84 32.24 6 Hunter ICV-G 2"Bubbler 34.00 7 Hunter ICV-G 2"Turf Rotor 28.90 36.77 8 Hunter ICV-G 2"Turf Spray 41.87 35.08 9 Hunter ICV-G 2"Turf Spray 45.17 36.74 NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCMonday, January 8, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE La Porte, TX 77085 11555 Fairmont Parkway SNAPP USA 17129 - SNAPP USA / Monday, January 8, 2018 // 11:00 AMAMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 09/11/2018 FOR CITY OF LA PORTE ONLY WALL MOUNTED CONTROLLER NO SCALE CONTROLLER AS SPECIFIED HARD WIRE 117 VOLT A.C. POWER OUTLET BEHIND CONTROLLER KEYED LOCK OR PAD LOCK PLAN ELEVATION SCHEDULE 80 PVC MALE CONNECTOR 11/4" RIGID STEEL CONDUIT STEEL SPLICE ACCESS PANEL RIGID STEEL CONDUIT- set plumb SCHEDULE 80 PVC COUPLING SCHEDULE 80 PVC SWEEP ELL 6' LONG COPPER GROUND ROD- connect to ground terminal on the controller WALL LAG BOLTS OR EXPANSION BOLTS AS REQUIRED CONTROLLER BOX HARD WIRE 117 VOLT A.C. POWER SUPPLY BEHIND CONTROLLER IN FLUSH BOX 1/2" STEEL CONDUIT 10 5 NO SCALE RAIN SENSOR CONDUIT THROUGH WALL BY ELECTRICAL CONTRACTOR. J-BOX BY ELECTRICALCONTRACTOR PARAPET COPINGPLACE RAIN SENSORJUST BELOW PARAPET COPING. RAIN SENSOR: HUNTERMINI-CLIK-C WITHFEMALE THREADED INLET. ELECTRICAL CONDUIT TO RAIN SENSOR BYIRRIGATION CONTRACTOR. ROOF OF BUILDING CONDUIT W/ PULL WIRE TOCONTROLLER BY ELECTRICAL CONTRACTOR. NO SCALE REMOTE CONTROL VALVE DETAIL PEA GRAVEL REMOTE CONTROL VALVE W/24" LONG LOOP OF CONTROL WIRE 45 DEGREE ELBOW SCHEDULE 40 PVC FITTING MAINLINE VALVE BOX FLUSH WITH FINISH GRADE 7 FINISH GRADE SPECIFIED SPRAY BODY AND NOZZLE CLASS 200 PVC LATERAL LINE HIGH-POP SPRAY HEAD DETAIL NO SCALE PVC SCHEDULE 40 OUTLET TEE OR ELL RAINBIRD SWING ASSEMBLYMODEL SA 127575:1/2" BY 12" LONG ORHUNTER SWING JOINTMODEL SJ-712: 1/2" BY 12" LONG 8 NO SCALE FINISH GRADE CLASS 200 LATERAL LINE GEAR DRIVEN ROTOR HEAD GEAR DRIVEN ROTOR HEAD AS SPECIFIED set top of body flush with finish grade SCH 40 PVC TEE RAINBIRD SWING ASSEMBLYMODEL SA 127057: 3/4" BY 12" LONG ORHUNTER SWING JOINTMODEL SJ-512: 3/4" BY 12" LONG 6 GATE VALVE DETAIL NO SCALE FINISH GRADE 6" PVC PIPE VALVE BOX GATE VALVE - LINE SIZE PEA GRAVEL BRICK (2 TOTAL) PVC MAIN LINE PEA GRAVEL (6" DEPTH) 3 NO SCALE BACKFLOW VALVE COVER2 GUARD SHACK VANDAL &THEFT RESISTANT ENCLOSURE, 'LIFT OFF MODEL' COLOR TOBE GREEN. INSTALL PERMANUFACTURERS SPECS. COMPACTED SUBGRADE CONCRETE PAD,PER MANUFACUTERSSPECS. NO SCALE COPPER NIPPLE COPPER 90 DEGREE ELBOW COPPER NIPPLE COPPER UNION COPPER NIPPLE (LENGTH AS REQUIRED) ADAPT INLET AND OUTLET AS REQUIRED MAINLINE FROM SOURCE12" MINIMUM 30" MAX.BACKFLOW PREVENTOR NOTE: WRAP ALL ABOVE GROUND COMPONENTS WITH INSULATION FORFREEZE PROTECTION ORINSTALL INSULATED FIBERGLASS ENCLOSURE. 1 WYE STRAINER VALVE BOX FLUSH WITH FINISH GRADE PVC MAIN LINE SCH 40 PVC TEE SCH 80 ELL QUICK COUPLING VALVE DETAIL NO SCALE 1/2" x 24" STEEL STAKE 3/4" x 12" GALVANIZED STEEL NIPPLE QUICK COUPLING VALVE 3/4" x 3" SCH 80 NIPPLE 4 FINISH GRADE 9 FINISH GRADE ROOT BALL 4" DIA. PVC INSPECTION TUBE - see tree planting detail BUBBLER HEAD - Place bubbler head on top of rootball, two bubblers per tree SCH 40 PVC NIPPLE SCH 40 PVC TEE OR ELL PVC LATERAL LNE BUBBLER DETAIL NO SCALE 1/2" FLEX PVC IRRIGATION PLAN L2.01 ENGINEER'S CERTIFICATIONFLOOD PLAIN STATUSFLOOD CONTROL DISTRICT CRITERIADESCRIPTION OF PROPERTYHCED SIGNATURE BLOCK COMMERCIAL / OTHER SITE DRAINAGEWATER AND WASTEWATERHARRIS COUNTYENGINEERING DEPARTMENTREVIEW SHEETHARRIS COUNTY FLOOD CONTROL DISTRICTENGINEERING DIVISIONPAVINGDRIVEWAYS (in H.C. ROW only)TRAFFIC CONSIDERATIONS RESIDENTIAL / SUBDIVISION DRAINAGE1.3.4.5.2.7.8. CURBING FIRE APPARATUS ACCESS ROADCURB RAMPS 11.****(2001 ADJ.)6.STORMWATER QUALITY WORK IN HCFCD RIGHT-OF-WAY9.LANDSCAPING 12.PERMITS REQUIRED10. WORK IN HARRIS COUNTY R.O.W.FOR PROJECTS LOCATED IN ANY FLOODPLAINDevelopment constructed or placed in accordance with these plans will comply with all provisions of the Regulations of Harris County, Texas forFloodplain Management.No net fill is allowed in the flood plain and no fill is allowed in the floodway.FOUNDATION NOTES: (Applies to only buildings or building additions requiring a class II permit)All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated inaccordance with Section 4.05 of Harris County Floodplain regulations.Any electrical circuit serving a light switch or outlet located below the base (100-year) flood elevation shall be dropped from above and be on aseparate breaker.All materials used below the (100-year) base flood elevation are on approved FEMA Technical Bulletin 2-08 as Class 5 water-resistant, and approved inaccordance with FEMA Technical Bulletin 1-08 for foundation openings.Critical facilities located in the 0.2% or 500yr floodplain or 1% or 100yr floodplain shall have the lowest floor elevated to 3 feet or more above the 0.2%flood elevation, or 24 inches above the crown of the adjacent road, which ever results in a higher elevation.Floodproofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters.Access routes elevated to or above the level of the base flood shall be provided to all critical facilities to the extent possible.A completed as-built certificate must be submitted after the structure is complete and before it is occupied.The County Engineer's Office will post a final inspection notice on the structure once all requirements have been met.No fill may be used to elevate structures in the 1% or 100yr flood plain. Structures may be constructed on an open foundation, such as piers, or oncontinuous foundation walls with properly sized and located openings. All foundations are required to be designed by a registered professionalengineer.All structures shall be designed to withstand a three second gust basic wind speed of 120mph.Completed *Elevation Certificates to be submitted: one at permitting, a second after the slab is poured or sub-floor is installed and before the framingstarts, and a third is required once construction is finished. *(PER CURRENT FIRM PANEL) to the Harris County Engineering Department, 10555Northwest Freeway, Suite 120, Houston, TX 77092IF YES, CHECK THE BOX THAT APPLIES TO THIS PROJECTTO BE FILLED OUT BY HARRIS COUNTYNOTE: ALL EXISTING AND PROPOSED UTILITIES MUST BEACCURATELY SHOWN & LABELED ON THE SITE PLANS.NOTE: SEPTIC SYSTEMS REQUIRE H.C. WASTE WATER REVIEWNOTE: PUBLIC UTILITIES REQUIRE A LETTER FROM THE DISTRICT/MUNICIPALITY AUTHORIZING SERVICE & CONNECTION.THIS IS REQUIRED FOR PLAN APPROVAL.NOTE: ALL ROADSIDE DITCH OUTFALLS REQUIRE EROSION CONTROL MEASURES.RIPRAP IS NOT ALLOWED AS AN EROSION CONTROL MEASURE IN HARRIS COUNTY ROW.ALL PUMPED DETENTION OUTFALLS TO ROADSIDE DITCHES REQUIRE MANHOLE W/ LEADS.DOES THE PROPERTY HAVE ANY VIOLATIONS? IF SO PLEASE PROVIDEALL VIOLATION NUMBERS.DESIGNTHICKNESSOF PAVINGSTABILIZEDSUBGRADEDEPTHDESIGNSTRENGTHOF CONCRETESTEEL SPACINGLONG.TRANS.(IN.)(IN.)(PSI)(IN.)(IN.)NOTE: ALL APPROVED, FINAL PLATS AND ASSOCIATEDCPC101 FORMS MUST BE INCLUDED WITH PLAN SUBMITTAL.OFFSITE SHEET FLOW: (100 YEAR)OFFSITE SHEET FLOW MAPPING, TOTAL DISCHARGE CALCULATIONS, ANDDESIGN ACCOMODATIONS ARE SHOWN ON SHEET _____ OR, AS PRESENTEDIN THE APPROVED DRAINAGE STUDY ENTITLED _________________________.TOTAL ACREAGE = _____TOTAL DISCHARGE = _____NOTE: ALL OFFSITE SHEET FLOW FROM ADJACENT PROPERTIES MUST BEIDENTIFIED AND PROPERLY ACCOUNTED FOR IN THE PROJECT. THE SIGNINGENGINEER HEREBY CERTIFIES THAT THESE AREAS HAVE BEEN ADDRESSED.NOTE: A COPY OF TCEQ APPROVAL FOR PRIVATE WATER &WASTE WATER SYSTEMS IS REQUIRED FOR PLAN APPROVAL.BENCHMARK REQUIREMENTS FORPROPOSED BRIDGES AND OR NEW RESIDENTIAL SUBIDIVSIONSWhen the County Engineer has determined that a new benchmark will be required to be established forthe proposed project, the developer shall be required to install a benchmark per section 8.0, part 2 of theHarris County Infrastructure Regulations.Is a new Benchmark required for this project? (to be determined by Harris County) [__] yes[__] noIf a new Benchmark is required, the proposed benchmark information is shown on sheets ____NOTE: DEDICATED UNDERGROUND FIRE LINES MUST BE SUBMITTED TOTHE HARRIS COUNTY FIRE PROTECTION GROUP FOR REVIEW ANDPERMITTING BY THE UNDERGROUND FIRE LINE CONTRACTOR. CIVILREIVEW DOES NOT REVIEW OR APPROVE UNDERGROUND FIRE LINES FORTHE FIRE PROTECTION SYSTEMS.(#4 MIN.)REINFORCESTEELSIZE09/11/18 “ BLOCK 1COMMERCIAL RESERVE "A" 9.85 ACRES(429,066 SQ. FT.)A SUBDIVISION OF 9.85 ACRES OF LANDBEING A PORTION OF COMMERCIAL RESERVE "A" OF PORT LANDING,AS RECORDED AT FILM CODE NUMBER 630033, H.C.M.R.LOCATED IN THERICHARD PEARSALL LEAGUE SURVEY, A-625CITY OF LA PORTE, HARRIS COUNTY, TEXAS1 ~ RESERVE 1 ~ BLOCKPROJ. NO.: 2587-1501-P SCALE: 1" = 50' DATE: DECEMBER 18, 2017SURVEYORS: TERRA SURVEYING COMPANY, INC.3000 WILCREST DRIVE, SUITE 210HOUSTON, TEXAS 77042(713) 993-0327OWNERS: GREEN BISHOP HOLDINGS, LP4808 GIBSON STREETHOUSTON, TEXAS 77007REASON FOR REPLAT: TO CREATE ONE (1) COMMERCIAL RESERVEREMAINDER OF ACALLED 12.20 ACRESCCC GROUP, INC.H.C.C.F. No. U723491CALLED 4.00 ACRESCCC GROUP, INC.H.C.C.F. No. U723491COMMERCIAL RESERVE "A"ZONED BUSINESS INDUSTRIAL(BI)PORT LANDINGF.C. No. 630033, H.C.M.R.FAIRMONT PARKWAY(CALLED 250 FEET WIDE)(FORMERLY-KNOWN-AS CARDIFF ROAD)VOL. 3642, PG. 41, H.C.D.R.50' BUILDING LINE(PER PLAT), VOL. 5920, PG.165 &VOL. 8470, PG. 238, H.C.D.R.,H.C.C.F. No.'s D876057 & J62728030' BUILDING LINE (PER PLAT) 30' BUILDING LINE (PER PLAT)40' BUILDING LINE(PER PLAT)16' PIPELINE EASEMENT(SANITARY SEWER & WATERLINE)H.C.C.F. No. J62778010' SANITARY SEWER EASEMENTCITY OF LA PORTE, TEXASH.C.C.F. No. J956355RICHARD PEARSALL LEAGUE SURVEY, A-625FND 5/8" IR (CM)FND 5/8" IRS 03°07'06" E 505.49'S 86°52'54" W 844.60'N 03°54'37" W 506.40'N 86°56'22" E 851.59'ZONE "X"(SHADED)ZONE "X"(UNSHADED)SET 5/8" IR WCS"TERRA SURVEYING"SET 5/8" IR WCS"TERRA SURVEYING"CALLED 485.51426 ACRESPPG INDUSTRIES, INC.H.C.C.F. No. G484569X=3,222,648.05Y=13,806,313.27METES AND BOUNDS DESCRIPTION9.85 ACRE (429,066 SQUARE FEET)RICHARD PEARSALL LEAGUE SURVEY, A-625CITY OF LA PORTE, HARRIS COUNTY, TEXASBeing a tract or parcel containing 9.85 acre (429,066 square feet) of land situated in the Richard Pearsall League Survey, A-625, Cityof La Porte, Harris County, Texas, being out of and a portion of Commercial Reserve “A” of Port Landing, a subdivision plat of recordat Film Code Number 630033 of the Harris County Map Records, same being out of and a portion of a called 10.37 acre tract of landconveyed to Green Bishop, L.P. by deed recorded under Harris County Clerk's File (H.C.C.F.) Number 20150458375; said 9.85 acretract being more particularly described by metes and bounds as follows (bearings referenced hereon are based on said Port Landing);BEGINNING at a found 5/8-inch iron rod in the north Right-of-Way (R.O.W.) Line of Fairmont Parkway (formerly-known-as CardiffRoad) (Called 250 feet wide) as recorded in Volume 3642, Page 41 of the Harris County Deed Records, same being the southwestcorner of a called 4.00 acre tract of land conveyed to CCC Group, Inc. by deed recorded under H.C.C.F. Number U723491, thesoutheast corner of said Commercial Reserve “A”, said called 10.37 acre tract and of the herein described tract;THENCE, South 86°52'54” West, along said north R.O.W. line, same being the south line of said Commercial Reserve “A”, saidcalled 10.37 acre tract, a distance of 844.60 to a 5/8-inch iron rod with cap stamped “Terra Surveying” set marking the southwestcorner of the herein described tract;THENCE, North 03°54'37” West, departing said north R.O.W. line, over and across said Commercial Reserve “A” and saidcalled 10.37 acre tract, a distance of 506.40 feet to a 5/8-inch iron rod with cap stamped “Terra Surveying” set in the south line of acalled 485.51426 acre tract of land conveyed to PPG Industries, Inc. by deed recorded under H.C.C.F. Number G484569, same beingthe in the north line of said Commercial Reserve “A”, said called 10.37 acre tract and the northwest corner of the herein describedtract;THENCE, North 86°56'22” East, along the south line of said called 485.51426 acre tract, same being the north line of said CommercialReserve “A” and of said called 10.37 acre tract, a distance of 851.59 feet to a found 5/8-inch iron rod marking the northwest corner ofthe aforesaid called 4.00 acre tract, same being the northeast corner of said Commercial Reserve “A”, said called 10.37 acre tract andof the herein described tract;THENCE, South 03°07'06” East, departing the south line of said called 485.51426 acre tract, along the west line of saidcalled 4.00 acre tract, same being the east line of said Commercial Reserve “A” and said called 10.37 acre tract, a distanceof 505.49 feet to the POINT OF BEGINNING and containing 9.85 acre (429,066 square feet) of land.X=3,222,675.54Y=13,805,808.59X=3,221,832.30Y=13,805,762.65X=3,221,797.77Y=13,806,267.81 F.H. F.H. F.H. F.H. ´ ´ ´ ´ ´ ´ ´ ´´ ´ ´ ´ ´ ´´´´´´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ ´´ ´ NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE ‹$&&Friday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 ´ ´ ´ ´ ´ ´ ´ NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 ñ NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 ³ F.H. F.H. F.H. F.H. NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018   NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 ³ NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 ³ NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 NO. PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE © 2018 ACCFriday, September 11, 2018 NO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE FOR PERMIT/CONSTRUCTION La Porte, TX 77571 11555 West Fairmont Parkway SNAPP USA 01/26/2018 AMERICAN COMMERCIAL CONTRACTORS 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 9800 Richmond Ave., Suite 460 Houston, TX 77042 (713) 337-8881 o (713) 337-8882 f www.dallyassociates.com Project Manager: Jose Diego Monroy, CFM Project Engineer: Fred Dally, P.E. TEXAS REGISTERED ENGINEERING FIRM F-003426 09/11/18 REVISION #104/30/2018 REVISION #205/23/2018 REVISION #306/15/2018 REVISION #407/12/2018 REVISION #509/11/2018 NO.PROJECT ADDRESSPROJECT NO.17129SHEET TITLE© 2018 ACCFriday, September 11, 2018NO.DATEISSUEPROJECT ADDRESSPROJECT NO.17129SHEET TITLEFOR PERMIT/CONSTRUCTIONLa Porte, TX 7757111555 West Fairmont ParkwaySNAPP USA01/26/2018AMERICANCOMMERCIAL CONTRACTORS4660 Sweetwater Blvd., Suite 110Sugar Land, TX 77479(281) 494-1900 o (281) 494-1905 fwww.amcontractors.com9800 Richmond Ave., Suite 460Houston, TX 77042(713) 337-8881 o (713) 337-8882 fwww.dallyassociates.comProject Manager: Jose Diego Monroy, CFMProject Engineer: Fred Dally, P.E.TEXAS REGISTERED ENGINEERING FIRM F-00342609/11/18REVISION #104/30/2018REVISION #205/23/2018REVISION #306/15/2018REVISION #407/12/2018REVISION #509/11/2018 REGISTER E D ARCHI T ECTS T ATE O F T E XASCESARM IN GUEZ- R A 2167 8DO MIREZNO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE Composite Elevations A3.10 CESAR DOMINGUEZ-RAMIREZ #21678 SNAPP USA © 2018 ACCTuesday, June 19, 2018 La Porte, TX 77571 11555 W. Fairmont Parkway 17129 - SNAPP USA / Tuesday, June 19, 2018 // 2:24 PM06/19/2018 AMERICAN COMMERCIAL CONTRACTORS This drawing is PROPRIETARY and CONFIDENTIAL, intended only for the named recipient(s) designated above and may contain informaƟon that is privileged and confidenƟal, or exempt from disclosure under applicable law. 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com A B C D E F G H J K L M N O MATCHLINEMATCHLINEMATCHLINEMATCHLINEO N M L K J H G F E D C B A MATCHLINEMATCHLINEMATCHLINE MATCHLINE4 3 2 1 886.51 sq ft 1 2 3 4 ELEVATION SOUTH NORTH EAST WEST TOTAL SF FAÇADE SF 23,368 N/A 6,706 6,410 36,484 PROVIDED BRICK SF 6,149 N/A 887 789 7,824 21.14% 20% (7,296.8 SF) PERCENT OF BRICK PROVIDED PERCENT OF BRICK REQUIRED EXTERIOR ELEVATION BRICK PERCENTAGE REQUIREMENTS MINOR DEV. SITE FOR PERMIT/CONSTRUCTION C1SOUTH ELEVATION-COMPSCALE: 1:270 B1NORTH ELEVATION-COMPSCALE: 1:270 A3EAST ELEVATION-COMPSCALE: 1:270 A1WEST ELEVATION-COMPSCALE: 1:270 04/30/2018 REGISTER E D ARCHI T ECTS T ATE O F T E XASCESARM IN GUEZ- R A 2167 8DO MIREZNO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE Elevations A3.11 CESAR DOMINGUEZ-RAMIREZ #21678 SNAPP USA © 2018 ACCTuesday, June 19, 2018 La Porte, TX 77571 11555 W. Fairmont Parkway 17129 - SNAPP USA / Tuesday, June 19, 2018 // 2:24 PM06/19/2018 AMERICAN COMMERCIAL CONTRACTORS This drawing is PROPRIETARY and CONFIDENTIAL, intended only for the named recipient(s) designated above and may contain informaƟon that is privileged and confidenƟal, or exempt from disclosure under applicable law. 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com A. FOR COLORS AND FINISHES REFER TO EXTERIOR MATERIALS SCHEDULE B. PROVIDE SAFETY GLASS IN ENTRY DOOR AND SIDE LIGHTS, AND/OR LOCATIONS REQUIRED BY CODE. C. PAINT WALL MOUNTED EXTERIOR ELECTRICAL DEVICES TO MATCH ADJACENT MATERIALS. GENERAL NOTES D. ALL REVEALS, EXPANSION JOINTS, & MISCELLANEOUS EDGES ARE TO BE PAINTED TO MATCH ADJACENT MATERIAL COLOR, U.N.O. E. RE: A6.20 FOR WINDOW SCHEDULE 1. PREFINISHED GUTTERS AND DOWNSPOUTS. 2. SIGNAGE, PROVIDE JUNCTION BOX FOR ELECTRICAL SIGN. COORDINATE WITH SIGN COMPANY. 3. LIGHT BOLLARDS 4. NOT USED. 5. MECHANICAL SCREEN 6. PRE-ENGINEERED ALUMINUM CANOPY. 7. REVEALS IN CONCRETE PANEL, RE: EXT DETAILS. 8. WALL LIGHT FIXTURE (MIN 6'-8" AFF). RE: ELEC. DRAWINGS. KEY NOTES 9. CONTROL JOINT WITH SEALANT AND BACKER ROD. 10. PRE-FINISHED METAL CAP. 11. TYPICAL CONCRETE PANEL. SMOOTH FINISH.. 12. OVERHEAD DOOR. 13. TEXTURED CONCRETE PANELS. 14. DOCK LEVELER. RE: ELEC 15. TPO ROOF. 16. DOCK BUMPERS, RE: DOCK DETAILS. 17. ACCESS LADDER W/ CAGE 18. COMPACTOR BY OWNER 19. SHOP HVAC UNITS 20. HVAC OPENING. VER. LOCATION & SIZE W/ MECH. CONTRACTOR 21. AIR COMPRESSORS BY OWNER 22. BOLLARDS, PAINT EP-1 A B C D E F 0'-0" 5'-4" 37'-6" 31'-0" 44'-0" EP-1 EP-4 EP-3 M-1 EP-2 7 7 7 11 10 10 2 13 3MATCHLINE 3 3 F G H J 31'-0" 44'-0" 10 3 3MATCHLINE MATCHLINE M-1 6 3 3 3 3 3 J K L M N O 0'-0" 5'-0" 37'-6" EP-2 EP-1 EP-4 EP-3 M-1 7 7 7 11 10 12MATCHLINEEXTERIOR MATERIALS SCHEDULE CODE MATERIAL MANUFACTURER DESCRIPTION COLOR REMARKS CW-1 CURTAIN WALL KAWNEER OR EQUAL SYSTEM #5600 CLEAR ANODIZED EP-1 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL PUSSYWILLOW SW7643 TILT UP PANEL - FIELD COLOR, NOTE 2 EP-2 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL NEBULOUS WHITE SW7063 TILT UP PANEL - SECONDARY COLOR, NOTE 2 EP-3 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL CUSTOM DARK BLUE TBD TILT UP PANEL, RAILINGS - ACCENT COLOR, NOTE 2 EP-4 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL CUSTOM RED TBD TILT UP PANEL, RAILINGS - ACCENT COLOR, NOTE 2 EP-4 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL EXTERIOR HM DOORS & FRAMES EP-5 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL SAFETY YELLOW PIPE BOLLARDS EP-6 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL TBD OVERHEAD DOORS, SEE NOTE 1 GL-1 GLASS PPG SOLARBAN R100 CLEAR CLEAR 1/4" CLEAR + 1/2" AS + 1/4" - TYP. U.N.O. GL-2 GLASS PPG SOLARBAN R100 CLEAR NO COLOR 1/4" CLEAR + 1/2" AS + 1/4" - TYP @ DOORS GL-3 GLASS PPG SOLARBAN R100 CLEAR, WARM GRAY SPANDREL SPANDREL 1/4" CLEAR + 1/2" AS + 1/4" - MATCH GL-1 M-1 SPLIT FACED STONE MOLDED CONCRETE CUSTOMROCK FORMLINER SPLIT FACED BLOCK STONE PATTERN MEDIUM/DARK GRAY STAIN PATTERN #5006, NOTE 2 PM-1 PREFINISHED METAL BERRIDGE OR EQUAL WALL CAP MATCH EXTERIOR CONCRETE PANELS COLOR PM-2 PREFINISHED METAL AVADEK OR EQUAL CANOPIES CLEAR ANODIZED SF-1 STOREFRONT SYSTEM KAWNEER OR EQUAL SYSTEM #5600 CLEAR ANODIZED NOTE 1: NOTE 2: OVERHEAD DOORS TO BE GUNMETAL GRAY AND DRUM ROLL UP U.N.O. PROVIDE MOCK UP OF ALL PAINT COLORS TO BE PUT ON WALL FOR OWNER'S APPROVAL BEFORE ORDERING. MINOR DEV. SITE FOR PERMIT/CONSTRUCTION C1SOUTH ELEVATIONSCALE: 3/32" = 1'-0" B3SOUTH ELEVATIONSCALE: 3/32" = 1'-0" A1SOUTH ELEVATIONSCALE: 3/32" = 1'-0" 04/30/2018 REGISTER E D ARCHI T ECTS T ATE O F T E XASCESARM IN GUEZ- R A 2167 8DO MIREZNO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE Elevations A3.12 CESAR DOMINGUEZ-RAMIREZ #21678 SNAPP USA © 2018 ACCTuesday, June 19, 2018 La Porte, TX 77571 11555 W. Fairmont Parkway 17129 - SNAPP USA / Tuesday, June 19, 2018 // 2:24 PM06/19/2018 AMERICAN COMMERCIAL CONTRACTORS This drawing is PROPRIETARY and CONFIDENTIAL, intended only for the named recipient(s) designated above and may contain informaƟon that is privileged and confidenƟal, or exempt from disclosure under applicable law. 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com 4 3 2 1 0'-0" 5'-4" 37'-6" 44'-0" EP-1 EP-4 EP-3 M-1 12 8 EP-2 8 13 10 1 2 3 4 5'-4" 37'-6" 44'-0" EP-1 EP-4 EP-3 M-1 7 7 7 13 8 8 12 10 17 EP-2 11 A. FOR COLORS AND FINISHES REFER TO EXTERIOR MATERIALS SCHEDULE B. PROVIDE SAFETY GLASS IN ENTRY DOOR AND SIDE LIGHTS, AND/OR LOCATIONS REQUIRED BY CODE. C. PAINT WALL MOUNTED EXTERIOR ELECTRICAL DEVICES TO MATCH ADJACENT MATERIALS. GENERAL NOTES D. ALL REVEALS, EXPANSION JOINTS, & MISCELLANEOUS EDGES ARE TO BE PAINTED TO MATCH ADJACENT MATERIAL COLOR, U.N.O. E. RE: A6.20 FOR WINDOW SCHEDULE 1. PREFINISHED GUTTERS AND DOWNSPOUTS. 2. SIGNAGE, PROVIDE JUNCTION BOX FOR ELECTRICAL SIGN. COORDINATE WITH SIGN COMPANY. 3. LIGHT BOLLARDS 4. NOT USED. 5. MECHANICAL SCREEN 6. PRE-ENGINEERED ALUMINUM CANOPY. 7. REVEALS IN CONCRETE PANEL, RE: EXT DETAILS. 8. WALL LIGHT FIXTURE (MIN 6'-8" AFF). RE: ELEC. DRAWINGS. KEY NOTES 9. CONTROL JOINT WITH SEALANT AND BACKER ROD. 10. PRE-FINISHED METAL CAP. 11. TYPICAL CONCRETE PANEL. SMOOTH FINISH.. 12. OVERHEAD DOOR. 13. TEXTURED CONCRETE PANELS. 14. DOCK LEVELER. RE: ELEC 15. TPO ROOF. 16. DOCK BUMPERS, RE: DOCK DETAILS. 17. ACCESS LADDER W/ CAGE 18. COMPACTOR BY OWNER 19. SHOP HVAC UNITS 20. HVAC OPENING. VER. LOCATION & SIZE W/ MECH. CONTRACTOR 21. AIR COMPRESSORS BY OWNER 22. BOLLARDS, PAINT EP-1 EXTERIOR MATERIALS SCHEDULE CODE MATERIAL MANUFACTURER DESCRIPTION COLOR REMARKS CW-1 CURTAIN WALL KAWNEER OR EQUAL SYSTEM #5600 CLEAR ANODIZED EP-1 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL PUSSYWILLOW SW7643 TILT UP PANEL - FIELD COLOR, NOTE 2 EP-2 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL NEBULOUS WHITE SW7063 TILT UP PANEL - SECONDARY COLOR, NOTE 2 EP-3 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL CUSTOM DARK BLUE TBD TILT UP PANEL, RAILINGS - ACCENT COLOR, NOTE 2 EP-4 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL CUSTOM RED TBD TILT UP PANEL, RAILINGS - ACCENT COLOR, NOTE 2 EP-4 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL EXTERIOR HM DOORS & FRAMES EP-5 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL SAFETY YELLOW PIPE BOLLARDS EP-6 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL TBD OVERHEAD DOORS, SEE NOTE 1 GL-1 GLASS PPG SOLARBAN R100 CLEAR CLEAR 1/4" CLEAR + 1/2" AS + 1/4" - TYP. U.N.O. GL-2 GLASS PPG SOLARBAN R100 CLEAR NO COLOR 1/4" CLEAR + 1/2" AS + 1/4" - TYP @ DOORS GL-3 GLASS PPG SOLARBAN R100 CLEAR, WARM GRAY SPANDREL SPANDREL 1/4" CLEAR + 1/2" AS + 1/4" - MATCH GL-1 M-1 SPLIT FACED STONE MOLDED CONCRETE CUSTOMROCK FORMLINER SPLIT FACED BLOCK STONE PATTERN MEDIUM/DARK GRAY STAIN PATTERN #5006, NOTE 2 PM-1 PREFINISHED METAL BERRIDGE OR EQUAL WALL CAP MATCH EXTERIOR CONCRETE PANELS COLOR PM-2 PREFINISHED METAL AVADEK OR EQUAL CANOPIES CLEAR ANODIZED SF-1 STOREFRONT SYSTEM KAWNEER OR EQUAL SYSTEM #5600 CLEAR ANODIZED NOTE 1: NOTE 2: OVERHEAD DOORS TO BE GUNMETAL GRAY AND DRUM ROLL UP U.N.O. PROVIDE MOCK UP OF ALL PAINT COLORS TO BE PUT ON WALL FOR OWNER'S APPROVAL BEFORE ORDERING. MINOR DEV. SITE FOR PERMIT/CONSTRUCTION C1EAST ELEVATIONSCALE: 3/32" = 1'-0" B1WEST ELEVATIONSCALE: 3/32" = 1'-0" 04/30/2018 REGISTER E D ARCHI T ECTS T ATE O F T E XASCESARM IN GUEZ- R A 2167 8DO MIREZNO.DATE ISSUE PROJECT ADDRESS PROJECT NO.17129 SHEET TITLE Elevations A3.13 CESAR DOMINGUEZ-RAMIREZ #21678 SNAPP USA © 2018 ACCTuesday, June 19, 2018 La Porte, TX 77571 11555 W. Fairmont Parkway 17129 - SNAPP USA / Tuesday, June 19, 2018 // 2:24 PM06/19/2018 AMERICAN COMMERCIAL CONTRACTORS This drawing is PROPRIETARY and CONFIDENTIAL, intended only for the named recipient(s) designated above and may contain informaƟon that is privileged and confidenƟal, or exempt from disclosure under applicable law. 4660 Sweetwater Blvd., Suite 110 Sugar Land, TX 77479 (281) 494-1900 o (281) 494-1905 f www.amcontractors.com F E D C B A 0'-0" 31'-9 3/8" 37'-6" 1 1 17 12 12 12 16 14 15 EP-3 EP-4 EP-1 11 8 12MATCHLINEJHGF 44'-0" 12 12 16 14 8 MATCHLINEMATCHLINE MATCHLINEO N M L K J 0'-0" 32'-0" 37'-6" 44'-0" EP-3 EP-4 EP-1 1 1 17 12 12 12 16 14 15 EP-1 11 8 MATCHLINE MATCHLINET.O.PANEL A. FOR COLORS AND FINISHES REFER TO EXTERIOR MATERIALS SCHEDULE B. PROVIDE SAFETY GLASS IN ENTRY DOOR AND SIDE LIGHTS, AND/OR LOCATIONS REQUIRED BY CODE. C. PAINT WALL MOUNTED EXTERIOR ELECTRICAL DEVICES TO MATCH ADJACENT MATERIALS. GENERAL NOTES D. ALL REVEALS, EXPANSION JOINTS, & MISCELLANEOUS EDGES ARE TO BE PAINTED TO MATCH ADJACENT MATERIAL COLOR, U.N.O. E. RE: A6.20 FOR WINDOW SCHEDULE 1. PREFINISHED GUTTERS AND DOWNSPOUTS. 2. SIGNAGE, PROVIDE JUNCTION BOX FOR ELECTRICAL SIGN. COORDINATE WITH SIGN COMPANY. 3. LIGHT BOLLARDS 4. NOT USED. 5. MECHANICAL SCREEN 6. PRE-ENGINEERED ALUMINUM CANOPY. 7. REVEALS IN CONCRETE PANEL, RE: EXT DETAILS. 8. WALL LIGHT FIXTURE (MIN 6'-8" AFF). RE: ELEC. DRAWINGS. KEY NOTES 9. CONTROL JOINT WITH SEALANT AND BACKER ROD. 10. PRE-FINISHED METAL CAP. 11. TYPICAL CONCRETE PANEL. SMOOTH FINISH.. 12. OVERHEAD DOOR. 13. TEXTURED CONCRETE PANELS. 14. DOCK LEVELER. RE: ELEC 15. TPO ROOF. 16. DOCK BUMPERS, RE: DOCK DETAILS. 17. ACCESS LADDER W/ CAGE 18. COMPACTOR BY OWNER 19. SHOP HVAC UNITS 20. HVAC OPENING. VER. LOCATION & SIZE W/ MECH. CONTRACTOR 21. AIR COMPRESSORS BY OWNER 22. BOLLARDS, PAINT EP-1 EXTERIOR MATERIALS SCHEDULE CODE MATERIAL MANUFACTURER DESCRIPTION COLOR REMARKS CW-1 CURTAIN WALL KAWNEER OR EQUAL SYSTEM #5600 CLEAR ANODIZED EP-1 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL PUSSYWILLOW SW7643 TILT UP PANEL - FIELD COLOR, NOTE 2 EP-2 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL NEBULOUS WHITE SW7063 TILT UP PANEL - SECONDARY COLOR, NOTE 2 EP-3 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL CUSTOM DARK BLUE TBD TILT UP PANEL, RAILINGS - ACCENT COLOR, NOTE 2 EP-4 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL CUSTOM RED TBD TILT UP PANEL, RAILINGS - ACCENT COLOR, NOTE 2 EP-4 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL EXTERIOR HM DOORS & FRAMES EP-5 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL SAFETY YELLOW PIPE BOLLARDS EP-6 EXTERIOR PAINT SHERWIN WILLIAMS OR EQUAL TBD OVERHEAD DOORS, SEE NOTE 1 GL-1 GLASS PPG SOLARBAN R100 CLEAR CLEAR 1/4" CLEAR + 1/2" AS + 1/4" - TYP. U.N.O. GL-2 GLASS PPG SOLARBAN R100 CLEAR NO COLOR 1/4" CLEAR + 1/2" AS + 1/4" - TYP @ DOORS GL-3 GLASS PPG SOLARBAN R100 CLEAR, WARM GRAY SPANDREL SPANDREL 1/4" CLEAR + 1/2" AS + 1/4" - MATCH GL-1 M-1 SPLIT FACED STONE MOLDED CONCRETE CUSTOMROCK FORMLINER SPLIT FACED BLOCK STONE PATTERN MEDIUM/DARK GRAY STAIN PATTERN #5006, NOTE 2 PM-1 PREFINISHED METAL BERRIDGE OR EQUAL WALL CAP MATCH EXTERIOR CONCRETE PANELS COLOR PM-2 PREFINISHED METAL AVADEK OR EQUAL CANOPIES CLEAR ANODIZED SF-1 STOREFRONT SYSTEM KAWNEER OR EQUAL SYSTEM #5600 CLEAR ANODIZED NOTE 1: NOTE 2: OVERHEAD DOORS TO BE GUNMETAL GRAY AND DRUM ROLL UP U.N.O. PROVIDE MOCK UP OF ALL PAINT COLORS TO BE PUT ON WALL FOR OWNER'S APPROVAL BEFORE ORDERING. MINOR DEV. SITE FOR PERMIT/CONSTRUCTION A1NORTH ELEVATIONSCALE: 3/32" = 1'-0" B3NORTH ELEVATIONSCALE: 3/32" = 1'-0" C1NORTH ELEVATIONSCALE: 3/32" = 1'-0" 04/30/2018