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HomeMy WebLinkAboutAMBER, INC. SITE PLAN (2)LANDSCAPE PLANTING NOTES PRODUCTS PLANT MATERIALS SHRUB AND GROUNDCOVER PLANTING 1. BANK SAND: A FRIABLE, LOAMY TOPSOIL (OR SILTY SAND) WITH 1. PROVIDE PLANTS TYPICAL OF THEIR SPECIES OR VARIETY, 1. UPON APPROVAL OF THE GRADE LEFT BY THE GENERAL MINIMAL CLAY CLODS. WITH NORMAL DENSELY DEVELOPED BRANCHES AND VIGOROUS, CONTRACTOR, THE LANDSCAPE CONTRACTOR WILL ROTOTILL THE 2. PLANTING MIX: AN EQUAL PART MIXTURE OF TOPSOIL, SAND, AND FIBROUS ROOT SYSTEMS. PROPOSED BED LOCATIONS. A FOUR INCH DEPTH OF THE SPECIFIED COMPOST. 2. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS FREE PLANTING MIX WILL THEN BE EVENLY SPREAD OVER THE DESIGNATED 3. STARTER FERTILIZER: A 13-13-13 RATIO WITH 25% SCU, 5% SULFUR, FROM DEFECTS, DISFIGURING KNOTS, SUNSCALD INJURIES, BED AREA. THE PLANTING BED WILL THEN BE ROTOTILED AGAIN, AND A 2% IRON AS WELL AS ADDITIONAL MICRONUTRIENTS. - FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASE, PRE -EMERGENCE AND STARTER FERTILIZER WILL BE APPLIED PER THE 4. PALM MAINTENANCE SPIKES AS MANUFACTURED BY LUTZ CORP. INSECT EGGS, BORERS, AND ALL OTHER FORMS OF INFESTATION. MANUFACTURER'S LABELED DIRECTIONS. THEIR PHONE NUMBER IS (800) 203-7740. 3. ALL PLANTS SHALL BE BALLED AND BURLAPPED OR 2. THE PLANTING BED WILL THEN BE HAND RAKED SMOOTH AND 5. MULCH: ONLY SHREDDED HARDWOOD MULCH WILL BE ACCEPTED; CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN CROWNED FOR PROPER DRAINAGE. AS SPECIFIED ON PLANTING PLAN. STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT 3. DIG THE HOLE TWICE AS WIDE AS THE PLANTS ROOTBALL. 6. PRE -EMERGENCE: ANY GRANULAR, NON -STAINING PRE -EMERGENCE WRAPPING MATERIAL MADE OF SYNTHETICS SHALL BE REMOVED INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT. THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF IT WILL BE AT TIME OF PLANTING. 4 INSTALL THE WEED BARRIER CLOTH O IT AT THE , OVERLAPPING UTILIZED ON. A PRE -EMERGENCE HERBICIDE IS TO BE APPLIED PER 4. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED CLOTH IN PLACE. MANUFACTURER'S LABELED RATES. ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR 5. A TWO INCH DEPTH OF MULCH WILL THEN BE INSTALLED AS A TOP 7. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION DRESSING, COVERING THE ENTIRE PLANTING BED AREA. 4" WIDE FACTORY PAINTED DARK GREEN. ACCEPTABLE OF NURSERYMEN. MANUFACTURERS INCLUDE COL -MET, OR PRE -APPROVED EQUAL. 5. CRACKED OR MUSHROOMED ROOTBALLS ARE NOT TURF AREA PREPARATION 8. WEED BARRIER FOR PLANTING BEDS WILL CONSIST OF A 5 OUNCE, ACCEPTABLE. WOVEN, NEEDLE -PUNCHED FABRIC. ACCEPTABLE PRODUCT INCLUDES 6. CALIPER MEASUREMENT FOR STANDARD (SINGLE TRUNK) 1. LANDSCAPE CONTRACTOR WILL ENSURE ALL AREAS ARE DEWITT'S PRO 5. INDIVIDUAL TREE RINGS WILL ALSO RECEIVE A FILTER TREES SHALL BE TAKEN AS FOLLOWS: TWELVE INCHES ABOVE CROWNED FOR PROPER DRAINAGE. FABRIC. ACCEPTABLE PRODUCT INCLUDES DEWITT'S TREE SQUARES THE NATURAL GRADE LINE FOR TREES UP TO AND INCLUDING 2. APPLY THE STARTER FERTILIZER. (WITH SLITS). FOUR INCHES IN CALIPER; AND TWENTY-FOUR INCHES ABOVE THE NATURAL GRADE LINES FOR TREES EXCEEDING FOUR INCH HYDROMULCHING QUALIFICATIONS OF LANDSCAPE CONTRACTOR CALIPER. 7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR THE HYDROMULCH MIX (PER 1,000 S.F.) SHALL BE AS FOLLOWS: 1. THE LANDSCAPING SHALL BE PERFORMED BY A SINGLE HEIGHT. FIRM SPECIALIZING IN LANDSCAPE PLANTING. WINTER MIX (OCTOBER 1 - MARCH 31) 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF PRODUCTS 50# CELLULOSE FIBER MULCH THIS TYPE, SIZE, AND NATURE MAY BE REQUESTED BY THE 2# UNHULLED BERMUDA SEED OWNER (OR OWNER'S AGENT) FOR FURTHER QUALIFICATION 1. TREE HOLES SHALL BE EXCAVATED TO A WIDTH OF TWO 2# ANNUAL RYE SEED MEASURES. TIMES THE WIDTH OF THE ROOTBALL AND TO A DEPTH EQUAL TO 15# 15-15-15 WATER SOLUBLE FERTILIZER 3. THE LANDSCAPE CONTRACTOR MUST HOLD A VALID THE DEPTH OF THE ROOTBALL (LESS TWO INCHES). NURSERY AND FLORAL CERTIFICATES ISSUED BY THE TEXAS 2. SCARIFY THE SIDES AND BOTTOM OF THE TREE HOLE PRIOR SUMMER MIX (APRIL 1 - SEPTEMBER 30) DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT 50# CELLULOSE FIBER MULCH UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE - MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 2# HULLED BERMUDA SEED ISSUED BY EITHER THE TEXAS DEPARTMENT OF 3. INSTALL THE TREE SO THE TOP OF THE ROOTBALL IS ONE TO 15# 15-15-15 WATER SOLUBLE FERTILIZER AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL TWO INCHES ABOVE THE SURROUNDING GRADE. BOARD. 4. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL CLEAN UP FROM ON -SITE. CLAY, ROCKS, AND OTHER DEBRIS SHALL BE SCOPE OF WORK REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. 1. UPON COMPLETION OF THE WORK, PROVIDED THE SITE CLEAN 5. THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUM AND FREE OF MATERIALS AND SUITABLE FOR USE AS INTENDED. 1. WORK COVERED BY THESE SECTIONS INCLUDES THE LISTED BELOW) WILL BE LEFT TO THE RESPONSIBILITY OF THE 2. WHEN THE PLANTING WORK IS COMPLETED, THE OWNER (OR FURNISHING OF AND PAYING FOR ALL MATERIALS, LABOR, LANDSCAPE CONTRACTOR'S JUDGMENT. SHOULD ANY TREES FALL OWNER'S AGENT) WILL MAKE AN INSPECTION TO DETERMINE SERVICES, EQUIPMENT, LICENSES, TAXES, AND ANY OTHER OR LEAN, IT WILL BE THE RESPONSIBILITY OF THE LANDSCAPE ACCEPTABILITY. ITEMS THAT ARE NECESSARY FOR THE EXECUTION, CONTRACTOR TO STRAIGHTEN THE TREE, OR REPLACE IT SHOULD 3. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY INSTALLATION, AND COMPLETION OF ALL WORK, SPECIFIED IT BECOME DAMAGED. TREE STAKING WILL CONSIST OF, AT A WITH THE CONTRACT DOCUMENTS, REPLACE THE REJECTED WORK HEREIN AND/OR SHOWN ON THE LANDSCAPE PLAN. MINIMUM: WITHIN 24 HOURS. , •' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 15 - 30 GALLON CONTAINERS 4. LANDSCAPE MAINTENANCE WILL CONTINUE UNTIL ALL APPLICABLE LAWS, CODES, AND REGULATIONS REQUIRED 45 - 100 GALLON CONTAINERS RE -INSPECTED BY THE OWNER (OR OWNER'S AGENT) AND FOUND TO BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK (2) 6' GREEN, STEEL T-POSTS W/ V WIDE PLASTIC TREE CHAIN BE ACCEPTABLE. AND PROVIDE FOR ALL INSPECTIONS AND PERMITS REQUIRED (3) 6' GREEN, STEEL T-POSTS W/ V WIDE PLASTIC TREE CHAIN BY FEDERAL, STATE, AND LOCAL AUTHORITIES IN SUPPLY, 6. UPON COMPLETION OF THE PLANTING, AN EARTH WATERING TRANSPORTATION, AND INSTALLATION OF MATERIALS. BASIN WILL BE CONSTRUCTED AROUND THE TREE. THE INTERIOR 3. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE OF THE TREE RING, WILL THEN BE COVERED WITH THE WEED IRRIGATION SYSTEM NOTE: VERIFICATION OF ALL UNDERGROUND UTILITY LINES BARRIER CLOTH. (TELEPHONE, GAS, WATER, ELECTRICAL, CABLE, TELEVISION, 7• PROVIDE AND INSTALL A THREE INCH DEPTH OF MULCH OVER PROVIDE COMPLETE IRRIGATION SYSTEM DESIGNED AND INSTALLED ETC...) PRIOR TO THE START OF ANY LANDSCAPE WORK. AND WITHIN THE EARTH WATERING SAUCER. BY LANDSCAPE CONTRACTOR 4. THE QUANTITIES SHOWN ON THE PLANT LIST ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO OFFERING A BID. LANDSCAPE QTY SYMBOL DESCRIPTION SIZE REQUIREMENT 7 (� ACER BARBATUM\ TEXAS SUGAR MAPLE' (STREET TREES) 2" CAL, 6' TALL 7 - (1 TREE FOR EVERY 30' OF ROAD FRONTAGE) 72 Q WAXLEAF LIGUSTRUWLIGUSTRUM JAPONICUM'TEXANUM' 5 GALLON / 36" O.C. 70 - (10 SHRUBS FOR EACH REQUIRED STREET TREE) 11 O ACER LEUCODRME\'CHALK MAPLE' (PARKING LOT/PLANTER TREES) 2" CAL, 6' TALL PARKING (1 FOR EVERY 10 SPACES) - 6 PLANTER (1 FOR EVERY PLANTER) - 5 TOTAL = 11 9 O ACER LEUCODRME\'CHALK MAPLE' (RESIDENTIAL SEPARATION TREES) 2" CAL, 6' TALL 9 - (1 TREE FOR EVERY 20') - HYDROMULCH MIX (PER LANDSCAPE NOTES) - - ROAD FRONTAGE: 19Z PARKING SPACES: 22 FLOOD STATEMENT This tract is in Flood Zone 'X' and not within the 100 - year Flood Plain according to the FEMA Map # 0940L , Dated June 18, 2007. DATA TABLE PROJECT DESCRIPTION PARKING LOT EXPANSION PROJECT ADDRESS 1499 UNDERWOOD ROAD LA PORTE, TEXAS 77571 LEGAL DESCRIPTION LT 371 LA PORTE OUTLOTS HCAD NUMBER 023-139-000-0371 ZONING GENERAL COMMERCIAL ZONING OWNER INFORMATION RAYMOND SHRUM 1499 UNDERWOOD ROAD LA PORTE, TEXAS 77571 CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has approved this site plan and development of AMBER PARKING LOT EXPANSION in conformance with the Ordinances of the City o a Porte. By: 771 16A;b - Director, Pla Wing velopment AO- L�anPorte City�gineer By: UV� La Porte City Planner SITE PLAN ACCURACY CERTIFICATE I, rftd L-ck-%O+CA , am registered under the laws of the State of Texas to practice the profession of engineering (or surveying) and hereby certify that above plat or site plan is true and correct; and that all bearings, distances, angles, curve ra iuses, and central angles are accurately shown on the plat. By(sig) Texas ((Registration No. s2g (Co.)s4d SUrlfi GENERAL PROJECT NOTES 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND ORDINANCES, AS WELL AS UNDERWRITERS REGULATIONS HAVING JURISDICTION. THE CONTRACTORS SHALL ALSO COMPLY WITH ALL RULES AND REGULATIONS OF THE BUILDING OWNER AS APPLICABLE. 2. ALL CONTRACTORS SHALL VISIT THE SITE TO DETERMINE THE EXISTING CONDITIONS. NOTIFY THE ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DOCUMENTS. 3. CONDITIONS DEPICTED ON THESE DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION AND MUST BE VERIFIED WITH ON -SITE CONDITIONS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE BUILDING SITE AND SHALL REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 4. THE WORK INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO THE COMPLETION, IN PLACE, OF ALL WORK ILLUSTRATED AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 5. G.C. TO COORDINATE ALL WORK WITH STRUCTURAL MEMBERS, SUCH AS BEAMS, COLS., ETC. TO LOCATE EQUIPMENT, WALLS, CONDUITS, PANELS AND DEVICES, ETC. IF DEVIATIONS FROM THE DRAWINGS ARE NECESSARY TO MEET STRUCTURAL CONDITIONS, MAKE DEVIATIONS AT NO ADDITIONAL COST. 6. THE CONTRACTORS SHALL RECEIVE, HANDLE, STORE (IF NECESSARY) AND BE RESPONSIBLE FOR ALL MATERIALS PROVIDED BY OTHERS. ALL MATERIALS SHALL BE ACCOUNTED FOR UPON RECEIPT AND ANY MISSING OR DAMAGED PARTS SHALL BE REPORTED TO THE ARCHITECT AND/OR OWNER IMMEDIATELY. 7, THE CONTRACTORS SHALL REMOVE RUBBISH AND DEBRIS FROM THE BUILDING SITE PROMPTLY UPON ACCUMULATIONS AND IN NO EVENT LESS FREQUENTLY THAN EVERY FRIDAY AFTERNOON. 8. THE CONTRACTORS SHALL PROTECT ADJACENT PROPERTY DURING CONSTRUCTION CONSTRUCTION WORK SHALL NOT DISTURB TRAFFIC OR ONGOING BUSINESS, EXCEPT BY SPECIFIC AGREEMENT WITH OWNER. E 9. MINOR ITEMS AND ACCESSORIES REASONABLY INFERRED AS NECESSARY TO COMPLETE AND PROPERLY OPERATE ANY SYSTEM SHALL BE PROVIDED BY THE RESPECTIVE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER OR TENANT. 10. THE CONTRACTOR SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION RECOMMENDATIONS. 11. THE CONTRACTORS SHALL VERIFY WITH THE OWNER AND/OR TENANT ALL FIXTURES AND EQUIPMENT TO BE FURNISHED BY OTHERS. 12. STATEMENT OF COMPLIANCE: THE ATTACHED PLANS AND SPECIFICATIONS HAVE BEEN PREPARED, OR CAUSED TO BE PREPARED, UNDER THE ARCHITECTS DIRECT SUPERVISION TO THE BEST OF THE ARCHITECTS KNOWLEDGE AND BELIEF, AND TO THE EXTENT OF CONTRACTUAL OBLIGATION, THEY ARE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT, ACCESSIBILITY GUIDELINES (PUBLIC LAW 101-336, JULY 26, 1991) 13. G.C. TO SAVE AND SALVAGE ALL REMOVED MATERIALS FOR REUSE REPLACEMENT IF POSSIBLE UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER, TENANT, OR ARCHITECT. J SPREAD SYNOPSIS BUILDING AREA 15,556.0 EXISTING PARKING 72 ADDITIONAL PARKING 47 TOTAL PARKING PROVIDED t 19 ACCESSIBLE SPACES 5 I 0 o • ' '•-� u J „�w TOP OF 0 o ROOTBALL 2" 0. 2" DEEP MULCH �,,v, e�w ABOVE SURROUNDING _ WEED BARRIER GRADE 20'-0" E-I I M I I ;•.;.:. 11 I -I I I SPECIFIED 'III-11�-' -- L•-- PLANTING MIX -I � I Trl I� � i-III-III-I 11= I -1 11=1 I I -I I I-1 I M I M I I I-1 I I -I I-1 I I-11 Imo_ EXISTING 1_111J 11- UNDISTRURBED 2 X BALL DIA. SOIL SHRUB/GROUNDCOVER PLANTING DETAIL �r�5iti�391�h 001 (EXISTING DRIVEWAY) 109'-5" EXISTING 2 STORY OFFICE BUILDING TREE PLANTING DETAIL NOT TO SCALE ^�v �" �d�t7(yQ�� sltang F f I I E 13th St E 1311, St I r" Porter Rd o P i I 6 � i c I 6 12 i I T J � `ram ( SITEo n e i ' m N o P St` ;P St Avenue P "" N P St l NP st" , ( AREA OF a WORK I 0 a a a KEY PLAN -- VICINITY MAP NORTH Scale: NONE Scale: NONE PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE THE FINISHED GRADE 1" PLASTIC TREE CHAIN 6' GREEN T-POSTS DRIVEN (MIN. 18") FIRMLY INTO SUBRADE PRIOR TO BACKFILLING -STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT FORM SAUCER WEED BARRIER l l SPECIFIED BACKFILL MIX WATER & TAMP I TO REMOVE AIR POCKETS 3" DEPTH MULCH OVER WEED BARRIER _..L__..___.___ 36-8" 0 11 EXISTING NEW -PAVING' <_ PAVING 1 n CD M PRECAST CONC. WHEEL STOP HELD IN PLACE WITH 2-3W 6° DOWELS. ASPHALT PAVING #6 DOWELS 12° LONG 7 io FROM EACH END. STABILIZED BASE MATERIAL=I=I I (COMPACTED) - rn zW WHEEL STOP DETAIL a 1 Scale: 3/4"=V-0" EXISTING STORAGE BUILDING 10 2M 20' BUILDING L114E EXISTING FIRE HYDRANT o (EXISTING DRIVEWAY) N (PROP..OSED DRIVEWAY.) 7 o I N in 198'-5" S 90.0 .00' W 425.48' 3 12 122'-0" 'n 1. NEW 2" ASPHALT PAVING ON 6" CEMENT STABILIZED BASE SLOPE PAVING FROM EXISTING AT 1%TO SWALE ON EAST SIDE 2. LINE OF EXISTING PAVING 3. EXISTING FENCE TO BE REMOVED 4. NEW 40' BI-PARTING POWER OPERATED GATES WITH 3 STRAND BARBED WIRE TOP. 5. REALIGN EXISTING SWALE AS REQUIRED FOR PROPER DRAINAGE RE: CIVIL 6. PRECAST CONCRETE WHEEL STOPS HELD IN PLACE WITH TWO 3/4"0 x Z-O" STEEL STAKES EACH 7. 4" WIDE PAINTED STRIPES-"RUST-OLEUM TRAFFIC STRIPING PAINT" COLOR TO MATCH EXISTING (TYP.) 8. EXISTING TRAFFIC STRIPING 9. EXISTING FENCE TO REMAIN 10. NEW V CHAINLINK FENCE WITH 3 STRANDS BARBED WIRE ON 45" ANGLED ARMS, MATCH EXISTING 11. EXISTING DUMPSTER 12. NEW STREET TREES 13. NEW PARKING LOT TREES 14. BUSHES 15. TREES BETWEEN RESIDENTIAL AND COMMERCIAL 16. NEW 1" IRRIGATION LINE AND METER, CONNECT TO EXISTING WATER LINE. SYSTEM IS TO BE DESIGNED BY A LICENSED LANDSCAPE CONTRACTOR.. 17. NEW PLANTER WITH SHADE TREE. PREPARE PER LANDSCAPE PLANTING NOTES. RE: p CALLED 5.000 ACRE; 14 HCCF NO. X803143 0 00 r NORTH __P_ S_TR E_ E T _ _ _ SURVEY OF (80' PUBLIC RIGHT-OF-WAY) NOTE: SHRUBS TO BE PLANTED ALL THAT CERTAIN 9.2650 LAND ACRES (D IN T1 SQUARE FEET) TRACT OR PARCEL OF LAND SITUATED N THE NICHOLAS CLOPPER AMBER PARKING LOT EXPANSION ATAMINIMUMSIZEOF5GALLONS SURVEY,ABSTRACT OFOU,OT371TCOUNTY THETO TOWN OUT OF AND PART OF OUTLOT 371 TO THE TOWN OF LA NORTH PORTE IN HARRIS COUNTY, TEXAS. SCALE: 1 "=3O' ARCHITECTURE PLANNING INTERIOR DESIGN 14550 Torrey Chase Blvd. Suite 330 Houston, TX 77014 (281) 894-0234 Phone (281) 453-0532 Fax CIVIL CONSULTANT STANLEY SPURLING & HAMILTON 3301 EDLOE STREET, STE. 200 HOUSTON, TX 77027 (713)776-9433 phone OWNER RAYMOND SHRUM 1499 UNDERWOOD ROAD LA PORT, TEXAS 77571 Z O ' VJ I.I. W O t` n 0 to � n v 0 Z_ O X I- �0 o Q Ga D. 0� ITJ REVISIONS NO. DESCRIPTION DATE 1 CITY COMMENTS 5/14/15 2 CITY COMMENTS 6/4/2015 R EXP. 1-31-16 © COPYRIGHT 2015 THIRD COASTARCHRECTS, ALL RIGHTS RESERVED. THIS DRAWING IS THE PROPERTY OF THIRD COAST ARCHITECTS. ANY REPRODUCTION, MODIFICATION, OR USE OF THIS DRAWINGS WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THIRD COAST ARCHITECTS IS PROHIBITED. ISSUED FOR PERMIT JOB NO. 14224 SHEET TITLE SITE PLAN SHEET NO. AS1 000 P 71 2s,5ar r� d7,97-2?eOil I X 2a.00 X20,22 X 2hC,3 di c� 514 RIB I h :7,tf I i(- 27.05 �1aG MATCH , XNG EXIST. X g ;7T 27.29X ! •27.;22 ,277.17 e• �%.41 33 PAVEMENT NIG ELEVATION X` �p p ( 27 f X TAP n . TIOP 27,16 � EP 2216 � �' jj l RIM-•27.11' �t 48" RCP-19.91 R } S 48" RCP- 19.51 f 2 E 24� RCP-21.91 ?4 TAP W 24 RCP-21.a1,, N:J f �7,e6 TOP--27,07 S 30' RCP-•22.47 m m 2V R 1 BEOMNI"G SET �f8 IP a7.1 g RIM-26.t35 N 30- RCP NG O�t 0..._��-,..-..,.. A S P 13 A L T 25,71 � P TAF T TAP 26,28 TAP ,v ` v .r�• � t Si7 EXIST. ASPHALT PAVEMENT . MATCH EXI PAVEMENT 27.9 8 �y per„ rt EI p} 0 _ 25A7 ..-..- �.. 3 2' t � t. 27 i r 25,57 i NG I 27.79 .45 '-c•?i.,^.^n•�'71^-'.ii-•`9 - - . �,�j� r.:41•°91`s FeiNc '7. S 27 75' TP 27.00 TA ; REMOVE EXISTING FENCE M NG T REGRADE EXIST. DITCH PROP, ASPHALT PAVEMENT 2 .1'I e tdG (REMO, EXIST,. GRAVEL) 3A.lY � I I fn f, PROP.'.CONCRETE.. TP 25.98 CT. 0 CURB (TYP.) I 26.00 23. 5, 28-6 EXIST. DITCH P IIH - t/►59-..-..iu�32-..-►.. _. �z ..-.. �..- /23.52 Cl sk;a 1.> -� 23.97 t n MATCH EXIST. FL 23.97t 67 'rY EXIST. DRIVEWAY > 12 t.70 _-. 28..44 -TIC - -L .__�_..._._ X;26.34 u•,28 12 CL .. �-SURFACE COURSE • hl CUT • BACK ASPHALT ql AT THE RATE , 0.20 ► YD. CEMENT STABILIZED CRUSHED LIMESTONE CONFORMING M. •'•%'•%'•%'5.5% IV IA.U.V.r. SPEC. ITEM 247, TYPE A, GRADE 2 NTH CEMENT,• ► TO OF DRY BASE CONFORMING TO TX.D.O.T. SPEC. ITEM 340, COMPACTED TO 96% OF THE MAXIMUM MOLDED GYRATEDBLACK DENSITY PER•1 a STANDARD PAVING SCARIFY SUB GRADE TO A DEPTH OF SIX (6) INCHES AND LIME STABILIZE AS NOTED BELOW. LIME STABILIZATION: THE PAVING AND DRIVE AREAS SHALL BE PREPARED AS INDICATED IN THE GEOTECHNICAL INVESTIGATION REPORT. THE SUB GRADE SHALL THE BE STABILIZED BY THE ADDITION OF 6X HYDRATED LIME (BY WEIGHT OF DRY SOIL) TO A DEPTH OF 6-. LIME STABIUZATION SHALL BE IN ACCORDANCE WITH TX. D.O.T. ITEMS 260 AND 264, AND SHALL BE COMPACTED TO AT LEAST 95X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) AT A MOISTURE CONTENT WITHIN 2X OF OPTIMUM. ASPHALTIC CONCRETE SURFACE COURSE THE ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM TO TX.D.O.T. SPEC. ITEM 247 TYPE D AND SHALL BE COMPACTED FROM 91X TO 95X OF THE THEORETICAL DENSITY AS DETERMINED FROM THE ASPHALTIC MIXTURE DESIGN PREPARED IN ACCORDANCE WITH CONSTRUCTION BULLETIN C-14. ASPHALT PAVEMENT SECTION GRADING AND DRAINAGE SITE PLAN SCALE: 1 "=30' GRAPHIC SCALE 30 0 15 20 �.-c�■I-1�I ( IN FEET > 1 inch = 30 ft 3/4" RADIU ASPHALT PAVING a mi ✓'I I I �I I •I III I I I� �I c �I �I�OIIIII��� i i ililililili CONCRETE CONCRETE CURB 2-#4 CONT. SEE ARCH. PLAN FOR BACKFILL GENER4L NOTES' 1, SEE ARCHITECTURAL SITE PLAN FOR PARKING LOT LAYOUT DIMENSIONS. 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. 3. ALL CONSTRUCTION SHALL COMPLY WITH LOCAL ORDINANCES, CODES AND REGULATIONS. 4. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF PRIVATE OR PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. 5. BOUNDARY AND TOPOGRAPHIC INFORMATION OBTAINED FROM A SURVEY PROVIDED BY THE OWNER. 6. CONTRACTOR SHALL CONSTRUCT TRENCH SAFETY SYSTEMS IN ACCORDANCE WITH OSHA STANDARDS AND PROVIDE DAILY INSPECTIONS TO ENSURE THAT THE TRENCH SAFETY REQUIREMENTS ARE BEING MET. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE SAFETY OF THOSE PERSONS WORKING IN AND AROUND THE TRENCH. 7. SHOULD THE CONTRACTOR FIND ANY DISCREPANCY OR OMISSIONS FROM THE PLANS, HE WILL NOTIFY THE ENGINEER AT ONCE TO OBTAIN CLARIFICATION PRIOR TO STARTING CONSTRUCTION. 8. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING LIGHTS AND TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS M.U.T.C.D. MOST RECENT EDITIONS AS REVISED) DURING CONSTRUCTION. 9. EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY LOCATION OF ANY EXISTING UTILITIES AND OTHER FACILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING FACILITIES CAUSED BY HIS FAILURE TO LOCATE AND RESERVE ANY AND ALL EXISTING FACILITIES. 10. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 762, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL LOCAL POWER COMPANY. 11. CONTRACTOR SHALL FURNISH AS -BUILT DRAWINGS INDICATING ALL SITE IMPROVEMENTS. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM INPDES) PERMIT PROGRAM. 13. AT LEAST 48 HOURS BEFORE EXCAVATING OR AUGURING IN STREET R.O.W. OR EASEMENTS CONTRACTOR SHALL NOTIFY THE 'UNDERGROUND UTILITY COORDINATING COMMITTEE' TELEPHONE NO. 713-223-4567. 14. ALL WALKS TO ACCESSIBLE ENTRANCES SHALL NOT EXCEED 5% GRADE IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 2% CROSS SLOPE. LEGEND DE66RIPTION EXI8TTNe NEW SPOT ELEVATION IP 35.00 TOP OF PAVEMENT CONCRETE CURB 13 STANLEY SPURLING & HAMILTON, INC. 9101 Consulting Engineering Services T.B.P.E. REGISTRATION # F-000175 3301 Edloe Street, Suite 200 Houston, Texas 77027 Phone 713-776-9433 Fax 713-776-2439 E-MAIL- INFOCSSHINCMET 0097-0131 MONIBOIIti� tILAMM� MI■r0110�111 14550 Torrey Chase Blvd Salte 330 Houston, TX 77014 (289 894-0284 Phone (289 468-0532 Fax CONSULTANT NAME ADDRESS ADDRESS2 (xxx) xxx-xxxx phone (xxx)xxx-xxXxfax CONSULTANT NAME ADDRESSI ADDRESS (xxx) xxx-xxxx phone (xxx) xxx-xxxx fax CONSULTANT DRESS1 IDME DRESS2 x) xxx-xxxx phone (xxx) xxx-xxxxfax OWNER RAYMOND SHRUM 1499 UNDERWOOD ROAD LA PORT, TEXAS 77572-1379 O VJ X W O 63 M " f-nn� ) Cc� ~ a � z000 w a x a� Z <Nr O a 0- cc J REVISIONS NO. DESCRIPTION DATE 1 PERMIT 5/6/2015 2 CITY COMMENTS 6/4/2015 © COPYRIGHT 2015 THIRD COASTARCHITECTS. ALL RIGHTS RESERVED. THIS DRAWING IS THE PROPERTY OFTHRD COAST ARCHITECTS. ANY REPRODUCTION, MODIFICATION, OR USE OF THIS DRAWINGS WITHOUT THE EXPRESS WTinTEN AUTHORRATION OF THIRD COAST ARCHNEC SIS PROH®RED. JOB NO. 14224 SHEET TITLE SITE PLAN SHEET NO. C 1 moo