Loading...
1997-11-02 CC Packet•- ��� 1�a�■• 94 ��$ ®��e: •w��tw�r�l�q a1s•�r,rt�.�w�l�w�r� . r iEEar�rrl�Il�ir�r! ��rri!!ar!!aG[ii � "�Ui��/Ir!!1 !i rllt!�:.r•,atlll�rl �, „ � ' � „ , r,, `�IHril.. rllrrrrrr�ri�t It.'IQrilErl�11!:ii�ll�iii!lllNri!!�u - w�ril►. til�,�!!�E/.uitErfli�lllllEEEEr! _ _ III!!►;EEEIril1•''1!I !llrNilErlll! lrl�Ira! "Ir►.all .! /I ! �Nll�r�l!` li�l!!!�I/..•� limo trid�if _ �: — - 'sin••--�--.� 16'-9 7/8' SOUT4-; 4R r i CULXT ! ON PROP I LE z 10.03 NORTH ELEVATION 1/8. = 1'-D. NORTI4 ARTICULAT1ON1 PRO=1_E 10.02 WEST ELEVATION 1/8.1 = 11-0. \� J 11'-7 112' 13=11 318` i EAST AR" I CULAT I ON PROP I LE 10.04 EAST ELEVATION O-Zsll C'ROp!LE 54'-3 1J'-9 3/4" 1 '-6° 26'-9 114' 13'-11 3 8" 11'-7 SION AT T{-!E JOB SITE AND NOTIFY T049 ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR nicroeo. kie!ICS ACGnOC A0/.1ki- t± a 4 d w �7 eA TM WVA+A CORIFORA71 EM MA, 0 Cl) 0 U) w a x r J Z wlw--� mf�0 �lLl� aI"�"Iw 0 mQ O 0 Y= a� a 2C0 w }- Z O JOB NUMBE"s 99089.00 SHEET 1 RECD u 041009 1 1, RCP � I I X C) ___j D, m � Ct , x WLLJ mornJI) I UZ CQ DC.) ^m m L Lj � Cp u D_ o rU z 11 �I N OO100'00 W 141.47 8' MASONRY SCREENED DUMPSTER ENCLOSURE TO MATCH BUILDING FACADE - 5' UTILITY EASEMENT CAB. A, SL. 2875 30' BUILDING LINE QP� PROP. MONUMENT SIGN MAX. HT. = 4' W/ 1' BASE MAX S.F. ^�T 50 S.F. PER ^FACE R EXISTING EDGE OF PAVEMENT BAST/SO k1i�j L °r I �s rho Lick 5 eL C/F d/) C, 3 r C C $ AD D1r1°� pRjSET R�r� L°zinc \ O\ sOA D p� R DER E pL�N L�RS ILL "Ll 't F� 4SP (� �gR�gg / PA �MFN ° 1), 09O/� Vt�V' 1 T Ki C CTor •O C)Rw,a y) & GOTTFR) LIMITED /ACCESS RIGHT IN/ RIGHT OUT 1S' r 30' �_ CC 0 10 20 30 40 1'=20' SUMMARY CHART - BUFFERYARDS LOCATION LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/SCREENING HEIGHT & MATERIAL NORTH - REQUIRED 138 0' 20' - 0 6 4 19 NONE PROVIDED 138 0' 20' - 0 6 4 51 H-1 HEDGE O 30' O C EAST - REQUIRED 222.0' S' - A 2 4 18 NONE PROVIDED 222.0' S' - A 3 6 22 NONE SOUTH - REQUIRED 141.0' S' - A 1 3 11 NONE PROVIDED 141.0' S' - A 2 4 15 NONE WEST - REQUIRED 320 0 10' - E 1 3 1 6 26 H-1 HEDGE O 30' 0 C PROVIDED 320.0' 10' - C 5 12 60 NONE 00RO x AL r tK VD MLAKE rM 170 S/%E k 26 Al �Q L BL P CON TINEN NOTE: LAYOUT NOTES A. REQUIRED BUFFER YARD LENGTH HAS BEEN REDUCED TO ACCOMMODATE DRIVEWAYS. OTHER COMMENTS: a PAINTED TRAFFIC ARROW 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPUCATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED 2] PARKING STALLS / 4- PAINTED STRIPE BY CITY ORDINANCE, WILL BE DETERMINED DURING THIS BUILDING PERMIT PROCESS 2. A MINIMUM OF SOX OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2' IN CALIPER AND SOZ MUST BE 4' �3 STOP BAR IN CAUPER. THIS INCLUDES PLANTINGS IN BUFFERYARDS AS WELL AS INTERIOR TO THE SITE. a DRIVE THRU STRIPING 3 ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITYSTRIPING. © DIRECTIONAL SIGNAGE (OTHER THAN CHICK-FIL-A SIGNS) SUMMARY CHART - INTERIOR LANDSCAPE REQUIRED OR PROVIDED LANDSCAPE AREA (SQ. FT.) X OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (SO. FT.) SEASONAL COLOR REQUIRED 2,106 75% 4 8 .53 316 42 PROVIDED 6,965 75+% 4 8 53 643 90 PAINTED HANDICAP PARKING SYMBOL ® CHICK-FIL-A MAIN ENTRY HANDICAP RAMP ❑9 CURBED RAMP DETAIL 10 RECESSED FLARED HANDICAP RAMP (NOT USED) 11-11 INTEGRAL CONCRETE CURB OTHER COMMENTS: PP 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE 1 2 CURB DETAIL AT DRIVE-THRU WINDOW BUILDING PERMIT APPUCATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS, BY CITY ORDINANCE, WALL BE DETERMINED DURING THIS BUILDING PERMIT PROCESS. AS SPECIFIED 1 3 BOLLARD AT DRIVE-THRU 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2' IN CALIPER AND 50% MUST BE 4' IN CALIPER. THIS INCLUDES PLANTINGS IN BUFFERYARDS AS WELL AS INTERIOR TO THE SITE. 1 4 STEEL PIPE BOLLARD 3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED. 1 5 CONCRETE WHEEL STOP 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY. © SIDEWALK WITH PICTURE FRAME PATTERN © SIDEWALK WITH BROOM FINISH SITE DATA SUMMARY CHART 17 SIDEWALK ADJACENT TO CURB ANTICIPATED SCHEDULE OF DEVELOPMENT - 1-1-00 MAXIMUM BUILDING HEIGHT - 24• 1181 CONCRETE PAVEMENT (SEE SHEET C4) EXISTING ZONING/PROPOSED ZONING - C-3 TOTAL FLOOR AREA - 4.211 S.F. 19 6" CONCRETE PAVEMENT SECTION AT DRIVE-THRU (NOT USED) LAND USE DESIGNATION - RETAIL COMMERCIAL REQUIRED PARKING - 43 20 SECTION THRU CONCRETE PAVEMENT AT DUMPSTER ( NOT USED) GROSS ACREAGE OF THE SITE - 11366 AC PROVIDED PARKING 21 CONSTRUCTION JOINT (SEE SHEET C4) STANDARD NET ACREAGE OF THE SITE - 1.1366 AC HANDICAP _ St - 3 22 CONTRACTION JOINT (SEE SHEET C4) TOTAL - 54 [2 3 EXPANSION JOINT (SEE SHEET C4) PERCENTAGE OF SITE COVERAGE (BLDG) - 8.50x REQUIRED LOADING SPACES - 0 AREA OF OPEN SPACE - 14,161 S.F. 24 MENUBOARD AND CANOPY ORDERING STATION PROVIDED LOADING SPACES - 0 25 FLAGPOLE - ECX SERIES 50' POLE PCG BY APPROVED AREA of IMPERVIOUS COVERAGE - 35.351 S.F. NUMBER OF PROPOSED LOTS - 1 VENDORS -THE FLAG CO. OR ATLAS FLAG OPEN SPACE AS A PERCENTAGE - 28.60% 26 GREASE TRAP RESIDENTIAL DENSITY - N/A OUTSIDE STORAGE AS A PERCENTAGE - OR [2 7 TRANSFORMER START CONSTRUCTION SEATING CAPACITY - 116 - APPROX. 11/15/99 28 DUMPSTER/STORAGE AREA FINISH CONSTRUCTION NUMBER of STORIES - 1 - APPROX. 2/15/99 29 CHICK-FIL-A PRIME SIGN 30 CHICK-FIL-A ENTER SIGN 31 CHICK-FIL-A EXIT SIGN (NOT USED) NOTES 1. ALL ON -SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CHICK-FIL-A SPECIFICATIONS AND/OR CITY STANDARD SPECIFICATIONS, WHICH EVER IS MORE RESTRICTIVE. 2. ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITYS STANDARD SPECIFICATIONS. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AN ROVALS HAVE BEEN OBTAINED. NO REFERENCE BENCHMARK: D A CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS AS CHISELED "X" FOUND ON THE TOP OF A CURB INLET ON THE APPROVED BY ALL OF THE PERMITTING AUTHORITIES. SOUTH SIDE OF EAST SOUTHLAKE BOULEVARD APPROXIMATELY 440 FEET SOUTHEAST OF THE CENTERLINE OF SOUTH KIMBALL 4. THE CONTRACTOR SHALL GIVE THE CITY A MINIMUM OF 48 HOURS NOTICE AVENUE. REFERENCE SITE PLAN FOR TACO-BUENO, CITY OF BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. i SOUTHLAKE CASE NO. ZA98-141 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING ELEV. = 656.36' UTIUTIES DURING THE CONSTRUCTION OF THIS PROJECT. 3 ON -SITE B£*4CHMAttM 6. IF CONTRACTOR FINDS A DISCREPANCY WITH THE TOPOGRAPHIC INFORMATION 0 LOCH 1 �QN CHISELED 'X" ON TOP of CURB INLET ON THE SOUTH SIDE ON THESE PLANS, HE/SHE SHALL CONTACT THE CONSTRUCTION MANAGER/ B Q� SUPERVISOR IMMEDIATELY. / �o AD 43� SOUTHEAST OFITHEECENTERLINEDOFPPROXIMATELY 68 KIMBALL AVENUE. FEET 7. CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND PROPERTY MONUMENTATION � p�F?R� rJ`'' C ELEV. = 649.15' AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND / C�� MONUMENTATION DISTURBED DURING CONSTRUCTION. R � �M�� 8. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, THE VERTICAL ELEVATIONS OF THE BENCHMARKS SHALL BE SET TO A TOLERANCE OF 0.010 FT. L v ,D 9. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, BRICK, OR AS OTHERWISE NOTED. / / / 10, REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING DIMENSIONS. _ - 11. BUILDING IS PARALLEL AND PERPENDICULAR TO THE SOUTH PROPERTY LINE. 1P� 11 < 7 12. THE SHADED AREA IDENTIFIES BUFFERYARD AREA. -� EX. RETAINING WALL 10' BLDG LINE - - - - - - - - - - - - - - - - - - - - - - - - c 1 OWNER: SO0KIS 0 NACENTR L EXPRESSWAY _ _ _ _ _ _ _ _ _ _ "_°°°°'°°" W '48.°°' _ _ PROJECT INFORMATION DA LA , TEXAS 75243 - _PWALL SKALL ROPOSED RETAININ407 G - - - - - - - - - - - — - - PHONE: (214) 696-5270 EXISTING RETAINING 5' UTILITY LOT I ADDRESS: 2301 E. SOUTHLAKE BLVD. WALL WITHIN TACO EASEMENT GX MAIN No, 1098 ADDITION APPLICANT: CHICK-FIL-A, INC. BUENO'S PROPERTY. CAB. A, SL. 5154 5' UTILITY EASEMENT ZONING: C-3 (COMMERCIAL) 5200 BUFFINGTON ROAD VERAGE HEIGHT OF 3'. CAB, A, SL. 2875 � SITE AREA: 1.1366 AC. ATLANTA, GEORGIA 30349 P.R.T.C.T. 7 s' UTILITY EASEMENT C-2 ZONING BUILDING ARE+: 4,211 S.F. PHONE: (404) 765-8000 L.U.D. = RETAIL COMMERCIAL TOTAL SEATING: 116 SEATS PRIMROSE SCHOOL I PARKING REQUIRED: 43 SPACES (1 : 100 S.F.) r Bury+Pittman PARKING PROVIDED: 54 SPACES (3 HC.) p Consulting Engineers and Surveyors CITY CASE NO.: ZA99-0V / ( 1)Cop eaas Tel 9 Bury Pit Fan DFW I 1-0278 c�Copyrlght 1999 Bury & Pittman-DFW Inc. o 0 co 0 Como O=0 r—i =NCO 0 It to *..)cor- - v �'.t � r��/ V1 10 W MM:� /•� `' ,\] V L wri CIO w -P LI 93 CIO r-••1 Q) 4 cn C 2 REC'D 0 i 0 ! 19 rme.- r: 1.709.5-211p9J27S71. 016 t \ , t t I 1 I\ 1/ I I \ t � \ 1 1 \ II \ I {1 I \I I \I ' I \ I \ \ I I I I\ \I I \ I \ 1 I I\ I I \ O I� I \ I I I I� I � I I I I I I I � I I 66,e I I\ I I I I I� I I ' I I I I t I_LJ_ m�M Rl xwU"� W CII-i r M >st a I I F >- xm V OL - II 0 I/ Cn I � I I I I I 1 I I I I i I I - 1 I I ' I I I I W O I I I Fgsr , \T SQ � ykq � �B8 • � Sp�qrl'/qeEilc� V 0vt 4 If r7O,q/ � CC - oF_HVq RD wq r o INSTALL: � CURe &)G 1-12"xl0" WYE-CONNNECT vTTER) 5.64 TC 55.70 TC �655.78 TC 27 TC e" 6 ww 660 0 10 20 30 40 1' =20' LEGEND O DRAINAGE DIVIDE DRAINAGE AREA i2D_Qt00 6.0' LANDSCAPE AREA I /- PROPERTY LINE GRADING NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND CITY STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 3. BARRICADING, TRAFFIC CONTROL. AND PROJECT SIGNS SHALL CONFORM TO " STATE DEPARTMENT OF HIGHWAYS AND PUBUC TRANSPORTATION BARRICADING AND CONSTRUCTION STANDARDS' AND THE CITY SPECIFICATIONS. 4. THE CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MINOR ADJUSTMENT TO FINISH GRADE TO ACCOMPLISH SPOT DRAINAGE IS ACCEPTABLE, IF NECESSARY, UPON PRIOR APPROVAL OF THE ENGINEER. PAVING INSTALLED SHALL "FLUSH OUT- AT ANY JUNCTURE WITH EXISTING PAVING. 5. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. 6. REFER TO SITE PLAN FOR HORIZONTAL DIMENSIONS. 7. UNLESS NOTED OTHERWISE, ALL PARKING PARKING LOT GRADES ARE TO GUTTER OR INVERT. ADD 0.5' TO GUTTER GRADE FOR TOP OF CURB GRADE. 8. SITE PREPARATION AND GRADING, FOUNDATION EXCAVATION AND FILL COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 10. THE CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. 11. ALL PVC PIPE SHALL BE A MINIMUM OF SCH. 40. 12. GRATE INLETS TO BE PRECAST, SINGLE GRATE INLETS MANUFACTURED BY BROOKS PRODUCTS INC. (1-817-467-2783) WITH TRAFFIC BEARING GRATE, OR APPROVED EQUNALENT. CONSTRUCTION SEQUENCE 1. OBTAIN GRADING PERMIT. 2. INSTALL ALL EROSION CONTROL MEASURES AND DEVICES THAT CAN BE INSTALLED PRIOR TO SITE CLEARING. 3. CLEAR SITE. 4. INSTALL ANY REMAINING CONTROL MEASURES AND DEVICES THAT COULD NOT BE INSTALLED PRIOR TO SITE CLEARING. 5. GRADE SITE. 6. INSTALL ALL UNDERGROUND UTILITIES. INSTALL EROSION CONTROL AROUND CATCH BASINS AND INLETS. 7. INSTALL PAVEMENT. 8. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES UNTIL ALL DISTURBED OFFSITE & ONSI TE AREAS HAVE BEEN HYDROMULCHED OR SODDED (IN ACCORDANCE WITH THE LANDSCAPE PLAN) AND A MOWABLE STAND OF GRASS IS ACHIEVED. �- 3 1 MAX - EROSION AND SEDIMENTATION CONTROL NOTES CHICK-FIL-A '`' O PARKING, PROPOSED a ~ > CONCRETE PAVEMENT > 4JOINT RETAINING WALL SHALL BE MODULAR COMPACT 1 • EROSION CONTROL MEASURES, SITE WORK AND RESTORATION WORK SHALL BE IN UNITS MANUFACTURED BY KEYSTONE RETAINING ACCORDANCE WITH THE CITY'S REQUIREMENTS. WALL SYSTEMS, INC OR EQUAL 2. ALL SLOPES SHALL BE SODDED OR SEEDED WITH APPROVED GRASS, GRASS MIXTURE (1-800-891-9791). RETAINING WALL SHALL OR GROUND COVER SUITABLE TO THE AREA AND SEASON IN WHICH THEY ARE APPLIED BE INSTALLED IN ACCORDANCE WITH (IN ACCORDANCE WITH LANDSCAPE PLANS). MANUFACTURERS SPECIFICATIONS. 1/2" EXPANSION CONTRACTOR TO COORDINATE WITH OWNERS 3. BRUSH BERMS, HAY BALES, SEDIMENTATION BASINS AND SIMILARLY RECOGNIZED TECHNIQUES REP. FOR RETAINING WALL COLOR. AND MATERIALS, SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT POINT SOURCE IF THEY ARE WARRANTED. RETAKING WALL SECTION DETAIL 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL FINAL INSPECTION AND APPROVAL OF THE PROJECT BY THE CITY. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES AND / TO REMOVE EACH STRUCTURE AS APPROVED BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKUNG OR OTHER SUITABLE METHODS OF CONTROL THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. DRAINAGE AREA CALCULATIONS AREA AREA (ACRES) C I (IN/HR) (CCFSS) REMARKS A 0.33 0.80 11.6 3.06 24-x24" G.I. B 0.15 0.80 11.6 1.39 18" x 18" G.I. C 0.08 0.80 11.6 0.74 18"x18' G.I. D 1 0.49 0.80 11.6 4.55 24"06" G.I. BLO P o5 \00 " ' t I I68 '`I I ' , / ,!�'9 �P � ® I � � ► � 3.0 6 ASP"�� � �0) A \ l _ � _ _ _G A�REM0_ _ _ QG �N M C (TO \ 68 3� s torO _ 1 co LSQo Q I I P F, \ I W _ I � I , ' 3 \ I I I cp 0 IN FAA 1 Z3.12 --3 E - ? 'T 3.5 7 2.5� -_ 72 CIE ----- --- LOT I �6�4, G.�l. MAIN N0. 1098 ADDITION -675-- \ - CAB. A, SL, 2875 I P.R.T.C.T. I it I I ` I \6�,5 C-2 ZONING I I� I \ L.U.D. RETAIL COMMERCIAL I PRIMROSE SCHOOL GENERAL NOTEb� oo i/ 3 I I I I i 1. STEELPOSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. EL FENCE POSTS 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR X. 6' SPACING) NOTES: MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT 1. WITHIN FORTY EIGHT (48) HOURS OF POURING THE BLOCKOUT AND TOP, PLACE WIRE MESH AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CAN NOT BE TREATED SILT FENCE IN (e.g. WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE •�' q(M WOVEN WIRESUPPORT WITH 12" OPENINGS OVER ALL CURB AND GRATE INLET OPENINGS SO THAT AT LEAST 12" OF pavement) FENCE. (12-1 /2 GA. WIRE WIRE EXTENDS ACROSS THE INLET COVER -GUTTER AND AROUND ALL GRATES AS ILLUSTRATED. TO PREVENT FLOW UNDER 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW NET BACKING) 2. PLACE SMALL SAND BAGS AGAINST THE WIRE SO AS TO ANCHOR SAME AGAINST THE GUTTER, FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH GEOTEXTILE ,, GRATE AND INLET COVER. F COMPACTED MATERIAL FABRIC TRENCH 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POSTS OR (BACKFILLED) 3. IF THE SEDIMENT FILTER BECOMES CLOGGED WITH DEBRIS SO THAT IT NO LONGER ADEQUATELY TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST. F�� PERFORMS ITS FUNCTION, REMOVE THE SAND BAGS, CLEAN IT AND REPLACE THE SAND BAGS. 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR AFABRIC TOE -IN 4. MAKE WEEKLY INSPECTIONS OF THESE SEDIMENT FILTERS FOR CONFORMANCE TO THESE OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. _ CONDITIONS. PARTICULARLY INSPECT ALL INLETS AFTER EACH RAIN. COMPLETELY REMOVE ALL 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS as �� SEDIMENT FILTERS UPON ESTABLISHMENT OF GRASS AND FINAL STABILIZATION OF CONSTRUCTION NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. r� 6" MIN. SITE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. TIT6 1. DO NOT USE A SEDIMENT FILTER TO CONTROL EROSION AROUND "Y' INLETS. UTILIZE 1. THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER MIN SEDIMENT FENCES. AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. TRENCH CROSS-SECTION TEMPORARY SEDIMENT FILTER AT INLETS QII T REFERENCE BENCHMARK: CHISELED "X" FOUND ON THE TOP OF A CURB INLET ON THE SOUTH SIDE OF EAST SOUTHLAKE BOULEVARD APPROXIMATELY 440 FEET SOUTHEAST OF THE CENTERUNE OF SOUTH KIMBALL AVENUE. REFERENCE SITE PLAN FOR TACO-BUENO, CITY OF SOUTHLAKE CASE NO. ZA98-141 ELEV. - 656.36' ON -SITE BENCHMARK: CHISELED "X" ON TOP OF CURB INLET ON THE SOUTH SIDE OF EAST SOUTHLAKE BOULEVARD APPROXIMATELY 68 FEET SOUTHEAST OF THE CENTERLINE OF KIMBALL AVENUE. ELEV. - 649.15' GRAVEL FILTER Ir'1_ Wire Mesh SMALL SAND BAGS Filtered Water Concrete Gutter \_ Curb Inlet CURB INLET PROTECTION N.T.S. 50'-0" MIN. GRADE TO PREVENT RUNOFF FROM LEAVING SITE 8" MIN. EXISTING ROADWAY GRADE PROFILE N.T.S. Sn'-n" \AIM I TO ROADWAY R.O. W. PLAN VXw N.T.S. GENERAL NOTES: 1. STONE SIZE- 3 TO 5 INCH OPEN GRADED ROCK. 2. LENGTH- AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. 3. THICKNESS- NOT LESS THAN 8 INCHES. 4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. WASHING- WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED STRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. STABILIZED CONSTRUC110N ENTRANCE N.T.S. Bury+Pittman Consulting Engineers and Surveyors Dallas,Tezas Tel 972/991-0011 Fax 972/991-0278 Oc Copyright 1999 Bury & Pittman-DFW Inc. O 'd o0 0 C�Z 00o II 0-t to 4-4 O U� 4.4 �+ M0 b Q� 000 �W V 1 In we"-1 4-) E"4 0 CIO 0­4 w O � O O ,.p O +� a) � Q) Q � U Q) � 41 O a � �n C 3 urown Cy. re✓ rroett No. J00YJ-Z7 FHe. F.- 1309J-27109J27GRA.V#G 0 x 0 m morn Lj co m l' I x (� D_ U Ll, �I �I U) FgST sovr H�q CF kF B M , ovc gSpHq(�q��M ,O�I '� RD • G Nrw R,H\ CONS or w CURB A �) & GU rTER) L /e L/ !/ N / \ J /j. CAB. A, SL. 2875 P,R.T.C.T. C-2 ZONING L.U,D, = RETAIL COMMERCIAL PRIMROSE SCHOOL CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT — PAVEMENT TO CONSTRUCT KEY JOINT. EXISTING ASPHALT IC PAVEMENT AND —� BASE COURSE KEY JOINT DETAIL N.T.S. VERTICAL SAW CUT 3/8" WIDE (MIN.) - 0 10 20 30 40 1' =20' PAVING NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CITY STANDARDS AND SPECIFICATIONS. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH TEXAS. LATEST EDITION, AND ANY SPECIAL PROVISION AS APPROVED BY THE CITY. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS AND DOCUMENTS APPROVED BY THE PERMITTING AGENCIES. 4. DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRATAT10N OF THE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER MUST BE APPROVED BY THE CITY ENGINEER OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. 5. PAVEMENT SHALL BE 5" THICK, 4000 PSI REINFORCED CONCRETE PAVEMENT ON 6" THICK COMPACTED SUBGRADE. 6. THE ON -SITE SUBGRADE SHALL BE 6" THICK AND SCARIFIED AND COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D689) AND WITHIN THE RANGE OF 1 PERCENT BELOW AND 2 PERCENT ABOVE THE MATERIALS OPTIMUM MOISTURE CONTENT. THE MOISTURE CONTENT OF THE SUBGRADE SHOULD BE MAINTAINED UNTIL THE PAVEMENT SURFACE IS PLACED. 7. BARRIER FREE RAMPS SHALL BE CONSTRUCTED AT ALL STREET INTERSECTIONS AND DRIVEWAY APPROACHES. 8. REFER TO SITE DETAILS FOR DETAILS OF CURB & SIDEWALK, ETC. SAWCUT FULL DEPTH do CURB & GUTTER 9"-15' 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR VERTICAL SAW TOP 1/4" NO SEALING COMPOUND ' CUT 3/8" (MIN.) URETHANE JOINT SEALII <N 1 /4' T a a T PROPOSED EXISTING d �- S T PAVING PAVING a a 1' 3' MIN. COMPOUND 76 DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, NOTES: T = PAVEMENT THICKNESS 6 INCHES OFF TIE BARS. 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. LONGITUDINAL BUTT JOINT DETAIL N.T.S. z N Uj a a z Z 5 a a 24" NO. 8 SMOOTH DOWEL 16" DOWEL COATING 2" MIN URETHANE JOINT SEALINq COMPOUND TOP 1 4" N6 SEALING COMPOUND 2" a ^ 1 1 /4' MIN. / �L-I CLEARANCE MIN. a . 4 "-1/2" REDWOOD EXPANSION \ JOINT FILLER #3 BARS ON 18" CTRS. BOTH WAYS DOWEL SLEEVE (CLOSED END) — TO FIT DOWEL AND BE SECURED NOTE: DOWELS AND REINFORCING TO BE INSTALLED 1" C.-C. BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE URETHANE EXPANSION JOINT DETAIL JOINT SEALING COMPOUND (TOP 1 /4" NO SEALING COMPOUND) N . T. S. n� viv 10 olllrl n/HIJ CONTRACTION JOINT DETAIL N.T.S. Buiry+Pittman Consulting Engineers and Surveyors Dallas,Texas Tel 972/991-0011 Fax 972/991-0278 Qc Copyright 1999 Bury & Pittman-DFW Inc. Drown By. Ad Proosct No. 3DO93-27 FAo: F. \3093-27\09327P14A.DWi Cd C) 0 OmO = w CO Od'to 4 bcod, 4-4 0 Cd blo� .� 00°O V A• co Q Cd r-� ®i 10.01 NORTH ELEVATION 16'-9 718- NORTH A;RtICULATiON PROFILE 10.03 SOUTH ELEVATION 1/8" = i'-o" 44'-5 718' SOUTH ARTICULATION P;ZOP I LE C.F.A_ �4GAD STEPPED :1-IEAD ,CO DND �NL'T') _ =)A- 01 WITW PAINT z 10.02 WEST ELEVATION 1/8" = l'-o" 11 ' 7 112' I 13'-11 WEST ART I CULAT I ON PROF I LE 10.04 EAST ELEVATION 1/8" = l'-o" EAST ARTICULATION PROFILE 1Y-9 J14" 1n" BETWEEN WINDOW ONLY) SIGN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK b � � g b E� A d b � a d b R m �Q0) �U)w Z axr WF- �W0 Z mho W W 0Ya d W ao Q o W_ tr a� a _0 W �- z O -- JOB NUMBER ):1 SHEET NLIMSER A-10 REGa o r. r 0 4 19,9s ©Ioi®vgq C) 8" CONC. BLOCK °0 DUMPSTER PLAN FAN (SEE NOTE ABOVE) OMI T 8 " BL OCK WIDTH AT FLOOR LEVEL FOR DRAINAGE TO OU TSIDE OF DUMPSTER AREA (TWO SIDES) ETAL COPING DARK BRONZE) 8' -8" TOP OF BOND B, 8" CMU WALL Wi EIFS FINISH TO MATCH BUILDING 0'-6" _ S TORA GE ROOM 4" DRAIN TILE -2'-0" TOP OF F00 TING PRIMER AND 2 COATS PAINT DOUBLE GATE WITH 1x4 PLASTIC UMBER PRODUCT FROM EARTH CAR PRODUCTS-770-455-3602) (WEATHERED WOOD AT 45 DEGR ES FRAMED BY 1 x4 BOARDS GATE ELEVATION SCALE: 1 /4" = l'-0" ALL EXTERIOR FACES TO RECEIVE BLOCK SEALER AND EIFS FINISH TO MATCH BUILDING DUMPSTER ELEVATION SCALE: ,ia� _ is —off COMPOST TION SHINGLES _ 7'- 0 " TOP OF BOND BEAM 8" CMU EIFS FINISH TO MATCH BUILDING VAPOR BARRIER 4" CONCRETE SLAB a GATE PULL - M 7 • 1 1• • 1' A 00. 0 rw 9 0 I•� Aw z 0 w w a 0 z The TVA+A corporatim aba EJOB NUMBER 98226-001 SHEET NUMBER A2mOl SECTION THRU WALL SCALE: 3/4" = 1 -0 7A99 087 OCT0 4 1999 DATE OF THIS PRINTING c 0 ro U) t- o mr- rn m v u7 0 m a CU 7 L 3 r\ �v m rn 0 r� m rn 0 m PAINT SOLID b 0 I 1'-6" 2'-O" 1'-6 NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE. DIRECTIONAL ARROW DETAILS N.T.S. SEE DETAIL FOR HANDICAP PARKING SIGN 24" TYPICAL CONCRETE CURB & GUTTER SECTION HANDICAP STRIPING SHALL BE 4" WIDE PAINTED LINES USING WHITE TRAFFIC PAINT 10.39' "NO PARKING" AREAS PAINTED WITH 4" WIDE WHITE STRIPES 0 4' 4" WIDE PAINTED PARKING ON CENTER SPACING. SPACE STRIPES, TYPICAL. FCOLOR: WHITE 60r 9 9, 9 a 0� p GP 0 69 DEGREE PARKING 90' DEGREE PARKING 0� NOTE: NOTE: HANDICAP PARKING AND PARKING STALL DIMENSION SHALL BE ACCESSIBLE AISLES SHALL NOT IN ACCORDANCE WITH APPLICABLE GOVERNING EXCEED 1:50 IN SLOPE IN ANY AUTHORITY'S STANDARDS ON THE DIMENSIONS DIRECTION, IF ONLY ONE ACCESS SHOWN ON THE SITE LAYOUT PLAN. ISLE IS INSTALLED, IT IS TO BE A VAN SIZE STANDARD PARKING STALL DETAILS YELLOW REFLECTIVE TRAFFIC PAINT \ 0 I N 9'-6" CURB STOP SIGN WHERE INDICATED (30" x30" ) STOP BAR SOLID LETTERS 6" WIDE STRIPING "STOP" GRAPHIC ONLY WHERE SHOWN ON PLANS. GRAPHIC DETAIL N. T. S. T R DRIVE-THRU GRAPHICS DETAIL N.T.S. VARIES 24" (SEE PLANS) WHITE STOP LINE STOP BAR V) 0 Z w :5 & a SEE LAYOUT PLAN > w 4' I (VARIES 10" - 1 2") v' u r. G 4" WIDE WHITE .NO PAS m STRIPES p STFWM U L 0 DRIVE-THRU LANE 4' STFIPE ADJACENT AT NOTE: QfVYE-TFf:KJ LRE ALL STRIPPING TO BE WHITE NON -REFLECTIVE PAINT s STRIPING DETAILS C2 N.TS' - 2" R CIRCLE RED REFLECTIVE COLOR _ BUILI�N� BACKGROUND RED REFLECTIVE COLOR o FOR NOT BACKGROUND DRIVE-THR WHITE REFLECTIVE COLOR SERVE LETTERING & EDGE ENTER WHITE REFLECTIVE COLOR LETTERING & EDGE 3" x3" SQUARE TUBING 3" x3" SQUARE TUBING (ALUMINUM) / (ALUMINUM) MEXICALI RED COLOR MEXICALI RED COLOR �p iD NOTES: NOTES: SIGN IS TO BE S/F .08 SIGN IS TO BE S/F .08 NON -ILLUMINATED ALUMINUM NON -ILLUMINATED ALUMINUM FABRICATED W/VINYL COPY FABRICATED W/VINYL COPY APPLIED TO THE FIRST SURFACE APPLIED TO THE FIRST SURFACE DFIrVE-THRU 91C ! DO NOT ENTER SK I 24- 0'-2"R RIGHT RED REFLECTIVE COLOR b T i BACKGROUND RN Pei' V ONL WHITE REFLECTIVE COLOR LETTERING & EDGE 3"x3" SQUARE TUBING (ALUM►NUM) MEXICALI RED COLOR NOTES: SIGN IS TO BE S/F .08 NON -ILLUMINATED ALUMINUM FABRICATED W/VINYL COPY APPLIED TO THE FIRST SURFACE TUM ONLY SM R GHT Ic r 0 I 12" PAAKM m 1 ' DIAMETER (SOLID) 4" WIDE WHITE P...... " NON -REFLECTIVE (TYP.) HANDICAP SYMBOL DETAIL N.T.S. NOTE: INSTALL 1" TOOLED RADIUS ON ALL EXPOSEDEDGE4" THICK CONCRETE CUURBS DETAIL AS SHOWN ON SIDEWALK SECTION 2% CROSS SLOPE MAX. 1:20 MAX. ( filly 9ti WIDE WHITE CURB STRIPES BEYOND RAMP (BEYOND) s- RETAINING (BEYOND) 1° CURB CONCRETE FLUSH __ r WITH PAVEMENT q 6- PAVEMENT TEXTURED SURFACE SUBGRADE COMPACTED Q AS SPECIFIED SECTION A -A ���`' MONOLITHIC CONCRETE HANDICAP RAMP (3000 PSI) IF CHANGE IN DIRECTION ' OR IF RAMP EXCEEDS 30 FEET THIS SIGN TYPICAL AT /ALL VAN ACCESSIBLE PARKING SPACES VAN A PENALTY SIGN WITH WORDING AS REQUIRED BY LOCAL GOVERNING AGENCY 2"X 2" SQUARE TUBBING NOTES: SIGN IS TO BE .08 NON -ILLUMINATED FABRICATED W/VINYL COPY APPLIED TO THE FIRST SURFACE. LETTER STYLED TO BE HELVETICA MEDIUM. COLORS TO BE PER LOCAL GOVERNING AGENCY. HAN XAPSV 30" WHITE REFLECTIVE COLOR I 24 -) -0'-2^R LETTERING & EDGE NO STO �o �� — RED REFLECTIVE COLOR BACKGROUND TURN - RED REFLECTIVE COLOR WHITE REFLECTIVE COLOR BACKGROUND LETTERING & EDGE 3"x3" SQUARE TUBING 3"x3" SQUARE TUBING (ALUMINUM) (ALUMINUM) MEXICALI RED COLOR MEXICALI RED COLOR NOTES: NOTES: SIGN IS TO BE S/F .08 SIGN IS TO BE S/F .08 NON -ILLUMINATED ALUMINUM NON -ILLUMINATED ALUMINUM FABRICATED W/VINYL COPY FABRICATED W/VINYL COPY APPLIED TO THE FIRST SURFACE APPLIED TO THE FIRST SURFACE STD' NO LEFT TURN SIGN SIGNAGE DETAILS 8 C2 N T.S. 2� I— 0' - 2" R i ONE WHITE REFLECTIVE COLOR LETTERING & EDGE 0 WA RED REFLECTIVE COLOR BACKGROUND 3" x3" SQUARE TUBING (ALUMINUM) MEXICALI RED COLOR NOTES: SIGN IS TO BE S/F .08 NON -ILLUMINATED ALUMINUM FABRICATED W/VINYL COPY APPLIED TO THE FIRST SURFACE LETTER STYLE TO BE HELVETICA MEDIUM D.O.T. STYLE SIGN COPY TO CHANGE AS NEEDED. ONE WAY SM —TEXTURED SURFACE CONCRETE CURB & GUTTER SIDEWALK HANDICAP RAMP DETAIL IJ_T S CONCRETE SIDEWALK PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION a EXPANSION JOINT -� e • SIN \ \ EXPANSION JOINT LANDSCAPE AREA 6" STANDUP CURB ^OR s CURBED HANDICAP RAMP DETAIL C2 N.T.S Bury +Pittman Consulting Engineers and Surveyors Dallasjexas Tel 972/991-0011 Fax 972/991-0278 0 Copyright 1999 Bury & Pittman-DFW, Inc. Crown By .ICJ PrR*t Na 30093-27 Fdw- JOINT n.o►►G p baoo C\2 000 cat co I I T Qko I 4-1 0 �--1 p O W lid 1 w/�1 � w` 9 r��%1 co Qi O E-� O � W O W O V1 O C'J E"4 i� Z Qw ^ O W +•� a' Tn V1 � -}-� Q) Q 4j U /cd O 4) u_