Loading...
HomeMy WebLinkAboutDrawings3" MULCH 3" SOIL SAUCER BACKFILL z 6" MIN. 3 SHRUB PLANTING REE N.T.S. ea 0 v P sago a _ k-cl qopIff_ o $o O e, o� P 6•_ r— FIN. GRADE p e O egC�o 0O o,p ° e. eyp o$. $� AIRCRAFT CORDL4 7XD, GUY WIRES HOSE (BLACK) 112STRAD DM. 3" MULCH 6" SOIL SAUCE BACKFILL (2) 2X2X8' P. WOLMANIZED PINE 3STTAKES, DI711/E STAKES MIN. 3' 18" MIN INTO GROUND. z I V I STAKES SHALL BE PARALLEL AND rT VERTICAL, TOP OF STAKES SHALL BE EVEN. TREE PLANTING RE N.T.S. LINES LEGEND: ---------------- (t DITCH ----------7 It SAN. SEWER — - — - — - — WATER LINE — STORM PIPE — — PROPERTY LINE ------------------ EASEMENT -- --- BUILDING UNE LANDSCAPE NOTES 1. ALL PROPOSED TREES AND SHRUBS SHALL BE PLANTED ACCORDING TO CITY OF COLLAGE STATION CODES AND ORDINANCES WHIT 3' LAYER OF MULCH 2. REQUIRED TREES AS SHOWN ON SITE PLAN SHALL BE LVE OAK (QUERCUS VIRGINIANA), OR ALTERNATE FROM CITY OF COLLAGE STATION .STREEiSCAPE PLAN .LIST, PLANTED NOT GREATER THAN 30'-0' O.C. TREES TO BE 4' CALIPER AS MEASURED 12' ABOVE GRADE 3. SHRUBS (10 SHRUBS PER EACH REQUIRED STREET TREE) SHALL BE INDIAN HAWTHORN (RHAPHIOLEPIS INDICA) OR ALTERNATE FROM CITY OF COLLEGE STATION STREETSCAPE PLANT LIST, PLANTED APPROXIMATELY 36` O.C. SHRUBS SHALL BE MAINTAINED AT HEIGHT OF NO MORE TAN 36' AND NO LESS THAN 18'. MINIMUM 5 GALLON SIZE. 4. AUTOMATIC IRRIGATION SYSTEM SHALL BE .INSTALLED BY A CERTIFIED INSTALLER AS PER CITY OF COLLEGE Sl'ATION SPECIFICATIONS TO• SERVICE ALL. NEW PLANTING 5. GENERAL CONTRACTOR SHALL -INSTALL 3' PVC -40 SLEEVES AS 'PER THE IRRIGATION SYSTEM INSTALLER FOR THE IRRIGATION PIPE PRIOR TO THE POURING OF CONCRETE PAVING AND WALKS IF REQUIRED. . 6. AN IRRIGATION PLAN IS REQUIRED TO BE REVIEWED, APPROVED AND INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY. 7. ALL SCREENING SHRUBS (PARKINGS SCREENED FROM THE RIGHT-OF-WAY) SHALL BE 36' IN HEIGHT AT PLANTING STAGE. B. IRRIGATION SYSTEM MUST BE PROTECTED EITHER BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS PER CITY ORD. 2394 9. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORD. 2394 cw y W w v •:EXIST. PAF y •� + �. . v . SPACES EXISTING CSTING P s .o?p. � • H.C. SIGN.' _\ & � .. . EXISTING SIDEWALK 3 4 STORM DRAINAGE NOTES: 1. EXISTING STORM DRAINAGE 2. NO CHANGE IN IMPERVIOUS AREA , 3. ALL UTILITIES ARE EXISTING EXISTING LVE OKS 7 TYP. ) �!6' WHA O STOP (TYP.) • ......• , INDIAN (STING HAWTHORN 52 TYP. ' ..... . L) ....... ............. .' '\. INE.'.'.'.'.'.'.'.'.'.. ..... ...... , , NTED) ..................: �� •••....••..•._.... .............. ........:.. . . . . . . . . . , v v •r / ,r Q G. N PARKING GRADE y �\ Cl`V`^ :.1V\ /A :12 MAX. �`O 43 �`` O� �J / POSED � / WALK +�C9 . . . •F W " `yF W i (�O lyW W` W .Y •i . I e, ,. .�.. � . ♦ / •\_\\N`_ +.. �\ INDIAN HAWTHORN L ( 20 TYP. } / PROJECT DATA 1s© / \ .00. 10. 100 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATNE ROCK OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLAND, SWALES AND DRAINAGE AREAS, THE PARKING- LOT SETBACK, RIGHT-OF-WAY, AND ADJACENT POCONSTRUCTION. �, NOTE: ---<<_ LEGAL DE.�CRIPTION: ==° 4 THE NEW SIDEWALK INCLUDING RAMP ACCESS AT THE FRONT HERMAN F. KRENEK 41BDMSION PHASE 2, 3.97 ACRES ENTRY WILL COMPLY WITH ADA INTERNATIONAL _CODE: COUNCIL MORGAN RECTOR 0E 0'UE ABSTRACT NO. 46 COLLAGE STATION, BRAZOS COUNTY, TEXAS, STANDARDS ICC/ANSI A 117.1 - 1998 SITE PLAN ( EXISTING ) NO. FEVI5ION DATE A PRELIMINARY DWG5 ( Customer Review) BY: PM 07/20/0G B CU5TOMEK APPROVAL BY: PM 08/23/06 C "" BY: PM 09/14/06 I REV, CITY COMM:/ FOR CONSTRUCTION BY: PM 09/14/06 2 REV. CITY COMM./ FOR CON5TRUCTION BY. PM 01/18/07 3 REV. CITY COMM./ FOR CON5TRUCTION BY: PM 02/90/07 4 REV. CITY COMM./ TOR CON5TRUCTION 'BY: DZ 02/23/07 5 REV, CITY COMM./ FOR CON5TRUCRON BY: DZ 03/02107 FH / FOOTAGE I I OFFICE AREA 385 S.F. SALES AREA 1655 S.F. SERVICE AREA & STORAGE 1 450 S.F. DATE I TOTAL EXISTING BUILDING 6,540 S.F. 155UED FOR BIDDING 'II EXISTING CONCRETE PAVING 15,926 S.F. EXIST. CONCRETE SIDEWALK & LANDINGS 225 S.F. PROP. CONCRETE SIDEWALK & ,LANDINGS 275 S.F. I QUANTITY I( TOTAL EXISTING IMPERVIOUS AREA 16,42b S.F. 7301 E. HELM DRIVE - .. .• EXISTING PARKING SPACES ' 15 SPACES TIRE. CO.. 1NC. PP,OPOSED PARKING SPACES I 11 SPACES 5CO75DALE, AZ 852GO RE: SCALE = l`--20'-0* DRAWING vTATUE, THF -5E DRAWINGS ARE PRELIMINARY AND NOT FOR CON5TRUCTION UNTIL "155UED. FOR CONSTRUCTION" NAS BEEN INITIALED AND DATED PARKING INITIAL DATE 5UBMITTED TO CITY 5COTT5DALE, AZ 85254 NAME 155UED FOR BIDDING OINT PvA_wE (480) 951-1938 (TEL.) CITY APPROVAL A.M. ABU-SHAABAN 113OL 155UED FOR CONST. kE •••••••••••••••••••• .. 5EAL I: ; ' CORPORATE OFFICE: 14G31 N. 5COTT5DALE ROAD - .QF•,rF� I,A II PARKING ANALYSIS • •9J,w*i NUMBER REQ. 5COTT5DALE, AZ 85254 NAME *c,� *: * ..�..................... OINT PvA_wE (480) 951-1938 (TEL.) SY A.M. ABU-SHAABAN 113OL -1 PER 200 SQ. FT. kE •••••••••••••••••••• .. QUANTITY CON5TRUCTION DEPARTMENT: POINT ,o' 38614 � �,�;CnC tI 7301 E. HELM DRIVE - .. .• -LIVE OAK TREE BUILDING D TIRE. CO.. 1NC. �N -- _ 5CO75DALE, AZ 852GO IO EXISTING ( ) 607-5732 (TEL.) 7 AP nm sm PBAMG ON 7ffis D4CUNEIiT WAS 280 (480) 99 I -6043 (FAX) AUMOMM BY A 1L AHO—SHAABAN, P.B. 38814, NGj NU01 Canopy Tree ON DAZE 31 EVT ION I OE 'llIFICAT•E 0 REQUIIFIED 0` I IW _ OMPLIAN MAR 0 6 ZOO �OI(L,I • 'T T.10N /lb VICINITY MAP N0 SCALE 9 TOTAL REQUIRED PARKING = 21 SPACES TOTAL PROP. & EXIST. PARKING = 31 SPACES COLLEGE STATION CODE ANALYSIS BIC 2003 tLICT10N TYPE ............................................. TYPE i -B 40 ( NDN-SEPAWITED ) ....................... B & S-1 ROTECTLON TYPE & SYSTEMS ...................... NONE tA11TATI0NS: AX ALLOWABLE (S-1) ............................. ( 3 STORY ) 55'-0' 1SI, i1NG BUILDING ...................................... ( 1 Si0R1f) 24'-9' REVIE IEE.D R J ITATIONS. A [kl E ( ) ............................. 17.500 S.F. . COKP ALLOWABLE S -1I p 0 P'T1NG BUILDING ...................................... 6,540 S.F. MAR 0 6 20 H WALL RATING ............. - ............. .. w. o COLLEGE STi4Tl DEVEL NTS CE5 LIST OF DRAWINGS III CONCRET ; ' LANQSCAPING CALCULATIONS POINT CALCULATION II PARKING ANALYSIS PER GTA REQ. NUMBER REQ. P NAME AREA 2,040 SQ. FT. OINT PvA_wE 8.16 = 9 SY P. SERVKE 113OL -1 PER 200 SQ. FT. kE IT QUANTITY E� „ 3,010 SQ. FL POINT 4 tI AL PARM00 4 TO 8' -LIVE OAK TREE ST CE ,AREAL PARKING 6 IO EXISTING (Quercus Vi 7 40 280 L NGj NU01 Canopy Tree 24 REG. + 2 H.C. 31 LIVE OAK TREE 9 CAL. (Quercus virfmiana) (NEW) 300 2700 Canopy Tree ;GAL INDIAN HAWTHORN (Rhaphiclepis indka) 52 10 520 Shrub 41 GAL INDIAN HAWTHORN (Rhaphtolepis indica) 20 10 200 Shrub (N) STR CAP . ... . ( .3/60) PTS. = 2,318 POINTS EXISTING GRASS (36.3/25) CANOPY TREES 116 PROPOSED 3 LAYER POI PER 0JEE T AREA: OF MULCH 32 437..9 SC ARE FEET OF SITE AREA 32 437.9 / 000 32.43 32 43 x 3Q 9 72.90 = 973 POINTS IOTA POINT REQ IRED: 3,291 PTS. TOTAL POINTS PROPOSED: 3,700 9 TOTAL REQUIRED PARKING = 21 SPACES TOTAL PROP. & EXIST. PARKING = 31 SPACES COLLEGE STATION CODE ANALYSIS BIC 2003 tLICT10N TYPE ............................................. TYPE i -B 40 ( NDN-SEPAWITED ) ....................... B & S-1 ROTECTLON TYPE & SYSTEMS ...................... NONE tA11TATI0NS: AX ALLOWABLE (S-1) ............................. ( 3 STORY ) 55'-0' 1SI, i1NG BUILDING ...................................... ( 1 Si0R1f) 24'-9' REVIE IEE.D R J ITATIONS. A [kl E ( ) ............................. 17.500 S.F. . COKP ALLOWABLE S -1I p 0 P'T1NG BUILDING ...................................... 6,540 S.F. MAR 0 6 20 H WALL RATING ............. - ............. .. w. o COLLEGE STi4Tl DEVEL NTS CE5 LIST OF DRAWINGS III CONCRET ; ' PARKING CALCULATIONS DESCRIPTION II PARKING ANALYSIS PER GTA REQ. NUMBER REQ. P P. OFFICE+,,VSALE6 AREA 2,040 SQ. FT. 1 PER 250 SQ. FT. 8.16 = 9 PT P. SERVKE AREA 1,490 SQ. FT. -1 PER 200 SQ. FT. 7.45 = 8 IT P-, STD E� „ 3,010 SQ. FL 1 PER 1000 SQ. FT. 4 tI AL PARM00 RE . D �- s ,- 21 ST CE ,AREAL PARKING 6 IO DIGW REO.'D 1 PER 25 SPACES ONE L NGj NU01 OF PACES: 24 REG. + 2 H.C. 31 . OF SP 9 TOTAL REQUIRED PARKING = 21 SPACES TOTAL PROP. & EXIST. PARKING = 31 SPACES COLLEGE STATION CODE ANALYSIS BIC 2003 tLICT10N TYPE ............................................. TYPE i -B 40 ( NDN-SEPAWITED ) ....................... B & S-1 ROTECTLON TYPE & SYSTEMS ...................... NONE tA11TATI0NS: AX ALLOWABLE (S-1) ............................. ( 3 STORY ) 55'-0' 1SI, i1NG BUILDING ...................................... ( 1 Si0R1f) 24'-9' REVIE IEE.D R J ITATIONS. A [kl E ( ) ............................. 17.500 S.F. . COKP ALLOWABLE S -1I p 0 P'T1NG BUILDING ...................................... 6,540 S.F. MAR 0 6 20 H WALL RATING ............. - ............. .. w. o COLLEGE STi4Tl DEVEL NTS CE5 LIST OF DRAWINGS III CONCRET ; ' SQ. FT. AREA DESCRIPTION I I PATTERN TYPE SO. FT. SHOWN EXISTING PAVING I' :::� j ::: j ::: 15,920 SQ. FT. EXISTING LANDINGSI & SIDEWALK ice:-�i� ; ;;,; 225 SQ. Ff. PROP. SIDEWALK & LANDING 4' CONC. (f3 0 18' O.C.) _•� �- s ,- ':' 275 SQ. Ff. JOB NAME: D15COUNT TIISE CO. 2321 TEXAS :VENUE PROJECT ENG(I IEEPI. COLLEGE 5TATION� TX. 77840 G JOB NO: TXH03G PROJECT ENG(I IEEPI. 51GMA ENGINEER G DRAWN BY: CHECKED Bi: A.M A. CIVIL SP -1 SITE PLAN ( EXISTING ARCHITECTURAL A-0 EXISTING FLOOR PLAN A-1.0 FLOOR PLAN ( -PROPOSED j A-2.0 EXTERIOR ELEVATIONS A-2.1 EXTERIOR ELEVATIONS SHEET TITLE: SITE PLAN (PROPOSED) rR DATE: 5HEET NUMBER: �ne, �0 IV �xr amu. a 1/2 X 4" CEE 23,_4„ @ BACK 22'-6" @ OTHER 2 SIDES 1 HIGH, CEDAR PICKETS 11'-0„ MIN DOOR CLEARANCE 1/2„X6"X8'- 1 Ilr,%l I r,17 -n A n nl(-\i 23,_4„ @ BACK 22'-6" @ OTHER 2 SIDES 1 HIGH, CEDAR PICKETS 11'-0„ MIN DOOR CLEARANCE HE VY DUTY D's DOOR HINGE I� ...... STEEL WHEEL (NP.) STEEL GATE FRAME, GATE ELEVATION HEAVY DUTY Z" SQ. TUBE, FULLY SILL BOLT SET WELDED, PAINTED ,' ��� MOUNT TO STL GATE - FRAME &SET 3” BORE HEAVY DULY STEEL INTO CONCRETE PAVING HASP CLOSURE, VV� (OPEN &CLOSED PADLOCK RING POSITION) FOUNDA'10 SCALE 1 /2"= I '-O" 12 0' G 'AWING STATUS INITIAL DATE SUBMITTED TO CITY 155UED FOR BIDDING CITY APPROVAL 155UED FOR CONST. Fl—;E S SIGMA ENGINEERING SERVICES 8554 Katy Freeway , Ste 340 HOUSTON, TEXAS 77024 TEL. N0. (713) 461-8584 FAX. N0. (713) 465-7479 -- I DEVELOP ENT ERVICES 18 PLAT FIS D. � - - "ORATE Of ICE: 115CLAIMEP.: SEAL I: COTS(` JOB NAME: o�o0�oo�4p 31 N. SC(:TTSDALE ROAD oPS�P�E qF rF s�4, 1 SCC(: ,iTSDALE, ;V 85254 "HIS DRAWING IS AN 95 1-1935 (TEL.) II:'ISTRUMENT OF SERVICE AND t1E PROPERTY OF DISCOUNT ' ' • " • " • • 'I. IRE COMPANY AND SHALL A.M, ABU—SHAABAN O • • • • • • • • • • • • • • • • • D COPITRUCTIO� DEPARTMENT: IEMAIN THEIR PROPERTY. THE �'. ,p 38614 �•: �,�� USE OF THIS DRAWING SHALL BE OQO, •F`G ��,,•�4i�p� 7301 E. HELM DRIVE RESTRICTED TO THE ORIGINAL 0� Fs•.,ISTE �o BUILDING'D' TIRE -CO. INC . 51TF. FOR WHICH IT WAS SCOTTSDALE, \Z 852GO pf 4 9 •@ 480) 607-5732 (TEL.) PREPARED. PUBLICATION THE SL Are c O z DOCUMENT WAS (480) 991-6043 (PAX) THEREOF IS DCPRESSLY LIMITED EA AUTHORIZED BY A.M. ABU-SHAABAN, P.E. 38814, TO SUCH. ON DATE DISCOUNT TIRE CONTAINER SNCL 2321 TEXAS AVE. COLLEGE STATION, STCARE OSU E SOUTH ;TES 6Y: PATH: DATE: SHEET NUMBER: FOUNDAIIION FLAN 4� 'Iff i AI L .5 1 10 N I UD CD 00 1 Qo N 00 HE VY DUTY D's DOOR HINGE I� ...... STEEL WHEEL (NP.) STEEL GATE FRAME, GATE ELEVATION HEAVY DUTY Z" SQ. TUBE, FULLY SILL BOLT SET WELDED, PAINTED ,' ��� MOUNT TO STL GATE - FRAME &SET 3” BORE HEAVY DULY STEEL INTO CONCRETE PAVING HASP CLOSURE, VV� (OPEN &CLOSED PADLOCK RING POSITION) FOUNDA'10 SCALE 1 /2"= I '-O" 12 0' G 'AWING STATUS INITIAL DATE SUBMITTED TO CITY 155UED FOR BIDDING CITY APPROVAL 155UED FOR CONST. Fl—;E S SIGMA ENGINEERING SERVICES 8554 Katy Freeway , Ste 340 HOUSTON, TEXAS 77024 TEL. N0. (713) 461-8584 FAX. N0. (713) 465-7479 -- I DEVELOP ENT ERVICES 18 PLAT FIS D. � - - "ORATE Of ICE: 115CLAIMEP.: SEAL I: COTS(` JOB NAME: o�o0�oo�4p 31 N. SC(:TTSDALE ROAD oPS�P�E qF rF s�4, 1 SCC(: ,iTSDALE, ;V 85254 "HIS DRAWING IS AN 95 1-1935 (TEL.) II:'ISTRUMENT OF SERVICE AND t1E PROPERTY OF DISCOUNT ' ' • " • " • • 'I. IRE COMPANY AND SHALL A.M, ABU—SHAABAN O • • • • • • • • • • • • • • • • • D COPITRUCTIO� DEPARTMENT: IEMAIN THEIR PROPERTY. THE �'. ,p 38614 �•: �,�� USE OF THIS DRAWING SHALL BE OQO, •F`G ��,,•�4i�p� 7301 E. HELM DRIVE RESTRICTED TO THE ORIGINAL 0� Fs•.,ISTE �o BUILDING'D' TIRE -CO. INC . 51TF. FOR WHICH IT WAS SCOTTSDALE, \Z 852GO pf 4 9 •@ 480) 607-5732 (TEL.) PREPARED. PUBLICATION THE SL Are c O z DOCUMENT WAS (480) 991-6043 (PAX) THEREOF IS DCPRESSLY LIMITED EA AUTHORIZED BY A.M. ABU-SHAABAN, P.E. 38814, TO SUCH. ON DATE DISCOUNT TIRE CONTAINER SNCL 2321 TEXAS AVE. COLLEGE STATION, STCARE OSU E SOUTH ;TES 6Y: PATH: DATE: SHEET NUMBER: FOUNDAIIION FLAN 4� 'Iff i AI L .5 1 10 I I I 0.745 ACRES I I I I ..,I.... ( �� N � RESUBDIVISION OF LOTS 3 AND 4 I I 32,455 S.F. i I LOT 3 RI I W W HERMEN F. KRENEK SUBDIVISIONI I -.`-JI (ZONED C- I) PHASE TWO w VOLUME 1545, PAGE 49 I I c OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS I W I I I o 1 W I I I O iU Lu I o I j I SEE DETAIL -51.0 w I FOU N DATION PLAN NO. REVISION DATE I 155UE FOR CONSTRUCTION 02/19/09 2 PRC 3 CONTAINER ENCLOSURE 4 5 2321 TEXAS AVE. SOUTH DRP 6 COLLEGE STATION, TEXAS PREPARED. PUBLICATION 7 CHE THEREOF IS EXPRESSLY LIMITED TO SUCH. DRAWING SES SIGMA ENGINEERING SERVICES INITIAL DATE 511BMITTEDTOCII`( 8554 Katy Freeway , Ste 340 155UED FOR BIDDING HOUSTON, TEXAS 77024 TEL. N0. (713) 461-8584 CITY APPROVAL FAX. NO. (713) 465-7479 155UED FOR CONST. SEAL is CORPORATE OFFICE: o�oopopp4kl P(E OFrFp� 14631 N. SCOTTSDALE ROAD SCOT*S�.•'° .9J,**��� 9 DALE935 4 (TEL.) 480) ..:.................:...� A.M. ABU-SHAABAN 0 ,. ....•••••••••••••"**' CON5TRUCTION DEPARTMENT: 38614 0�0�0�CISTDDING HELM DRIVE BUN o •I COTTSDALE, AZ 85260 �y/ o (480) G07-5732 (TEL.) THE SEAL APPEARING 0 TM DOCUMENT WAS (480) 991-6043 (FAX) AUTHORIZED BY A.M. ABU-SHAABAN, P.E. 38614, ON DATE DISCLAIMER: JOB NAME: JOB THIS DRAWING IS AN DISCOUNT TIRE STORE INSTRUMENT OF SERVICE AND PRC THE PROPERTY Of DISCOUNT CONTAINER ENCLOSURE TIRE COMPANY AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE 2321 TEXAS AVE. SOUTH DRP RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS COLLEGE STATION, TEXAS PREPARED. PUBLICATION CHE THEREOF IS EXPRESSLY LIMITED TO SUCH. SHEET TITLE: 5HEEf NUMBER: 048 p f ENGINEER: CONTAIN ER 5 ;MA ENGINEERING PLAN BY: PATH: DATE: 0 1 1/2" X 4" CE[ 1/2" X 6", X 8' - HIGH, CEDAR PICS 23'-4" @ BACK 22'-6" @ OTHER 2 SIDES 1/2)) X 6" X 8'-0" HIGH, CEDAR PICKETS 7,-8„ 11'-0" MIN DOOR CLEARANCE k FENCE ELEVATION-- 11'-0" MIN DOOR CLEARANCE N CD QO o I Ico -00 II HEAVY -1, DUTY DOER HINGE 00 STEEL WHEEL TY P. STEEL GATE FRAME, GATE ELEVATION NO. REVISION DATE 1 155UE FOR CON5TRUCTION 02/19/09 2 155UED POR BIDDING PR 3 CITY APPROVAL 4 155UED FOR CON5T. &GI 5 DRF AN BY: G 7 CH KED B HEAVY DUN SILL BOLT SET MOUNT TO STS. GATE FRAME &SET 3" BORE INTO CONCRETE PAVING (OPEN &CLOSED POSITION) DRAWING STATUS NO: INITIAL DATE 5UBMITTED TO CITY 9.04 155UED POR BIDDING PR ECTEN CITY APPROVAL 155UED FOR CON5T. &GI EERING EES SIGMA ENGINEERING SERVICES 8554 Katy Freeway , Ste 340 HOUSTON, TEXAS 77024 TEL. NO. (713) 461-8584 FAX. N0. (713) 465-7479 2" SQ. TUBE, FULLY WELDED, PAINTED HEAVY DUTY STEEL HASP CLOSURE, W/ PADLOCK RING -7' f, n cV ----------------------------------� ------------------, I , I , 4" DIA. STEEL POST DETAIL -2 00 CONTAINER I j 1/21, X 6" X CONTAINER E LQ R GATE - - \ HIGH, CEDAR PICKETS I i ----� CDA Ar EXISTING CONC-. PA :1 �G N HSS 6"X6"X4" r--------------------------------------------------------------- -------------, 12 0 DRILLED HOLE 1'-6" 0 DRILL,LD� HOLE I IN EXISTING PAVING IN EXISTI G PAVING I , 22,-0" I 00 I , CONTAINER I I _ 1 , _ 411i 1 . --------------------------------------------------------------------- - I i --- -4__ SEAL I: CORPORATE OFFICE: ,g000COpp� PSE RFTFbo14631 N. SCOTTSDALE ROAD * ooc,�•°'°° 9J,0 SCOTTSDALE, AZ 85254 p* : ° : da (480) 951-1938 (TEL.) AN, ABU-SHAABAN 0, .................... � CONSTRUCTION DEPARTMENT: 38614 7301 E. HELM DRIVE 000q4,p.GTSTE�.� SCOTTSDALE, AZ 85260 m (480) 991-6043 (FAX) 480) G07-5732 (TEL.) THE sEt APP t MENT WAS AUTHORIZED BY A.M. ABU-SHAABAN, P.E. 36614, ON DATE 18 4 DISCLAIMER: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF DISCOUNT TIRE COMPANY AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH. JOB NAME: DISCOUNT TIRE STORE CONTAINER ENCLOSURE 2321 TEXAS AVE. SOUTH COLLEGE STATION, TEXAS JOB NO: 9.04 PR ECTEN INEE,: SIGMA &GI EERING DRF AN BY: S CH KED B !A SHEET TITLE: PATH: DATE: L SHEEP NUMBER: FOUNDATI N F PLAN DffFAIL