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HomeMy WebLinkAboutSENS FOOD MART SITE PLANKEY NOTES: KEY NOTES: PROP. 8" PVC SDR 26 LEAD FROM DOWNSPOUT CONNECTED TO EXIST. SANITARY MANHOLE: NORTH RIM ELEV.: 20.74 (EXIST.) UNDERGROUND PIPING (TYP.) (RE: AECH DWGS FOR SIZE) PROP. RIM ELEV.: CONTRACTOR TO ADJUST RIM ELEV. TO MATCH FINISHED GRADE 24" RCP FL SW ELEV.: 8.99 EXIST. 10" RCP FL NW ELEV.: 11,31 (EXIST.) RCP FL NE ELEV.: 8.89 (EXIST.) Al PROP. C8 24 TG = 20.5024" EXIST. SANITARY MANHOLE: NORTH RIM ELEV.: 19.10 (EXIST.) FL10"(S) 17.50 ® PROP. JB18 TG = M.F.G. FL10"(N) 17.18 FLIO" (W) 17.15 2❑ PROP. RIM ELEV.: CONTRACTOR TO ADJUST RIM ELEV. TO MATCH FINISHED GRADE 10" RCP FL SW ELEV.: 9.71 (EXIST.) 10" RCP FL SW ELEV.: 13.72 (EXIST.) 8" RCP FL SE ELEV.: 7.90 (EXIST.) ® PROP. CB24 TG = 20.50 FL10"(S) 17.50 3Q EXISTING DITCH TO BE GRADED AS PER PROPOSED FLOW LINE ELEVATIONS CONTRACTOR TO LAY BLOCKS OF SOD AS NEEDED TO PREVENT EROSION PER GOVERNING SPECIFICATIONS EXISTING SIDE SLOPES NOT TO EXCEED 3:1 ® PROP. JB18 TG =M.F.G. FL10"(E) 16.89 FL10 N 1.89 1FL12"(W) 16.85 4 PROP. SLOPE PROTECTION RIPRAP SHALL BE A MINIMUM OF SIX-INCH (6") BROKEN CONCRETE RUBBLE WITH NO EXPOSED STELL OR A5 PROP. JB20 TG = M.F.G. FL12" E) 16.46 FL2" (N) 16.45 WELL-ROUNDED STONE AND SHALL BE A MINIMUM OF EIGHTEEN INCHES (18") THICK. PROP. PRECAST STM. INLETS & PROP 2" WATER LINE CONNECT TO © JUNCTION BOX SHALL BE: "PARK ENVIRONMENTAL EQUIPMENT" 888-611-PARK, WWW.PARK-USA.COM a EXISTING MAIN WATER LINE OR APPROVED EQUAL PLUMBING CONTRACTOR NEED TO COORDINATE W/ CITY OF LA PORTE TO VERIFY THE EXACT LOCATION © PROP. 22 L.F.-24"0 RCP SLOPE 0 0.18% OF EXISTING WATER LINE © 2"WATER METER FOR DOMESTIC WITH REDUCED PRESSURE BACK FLOW PREVENTOR Q PROP. 4 L.F.- 6"0 PVC RESTRICTOR GROUTED IN PLACE Q PROP. 2"WATER LINE FOR DOMESTIC PROP. J830 0 TG = 20.50 FL24"(NE) 15.04 1" WATER METER FOR IRRIGATION SYSTEM FL12" (SW) 15.05 ® WITH PRESSURE VACUUM BREAKER (PVB) BACKFLOW PREVENTOR Q PROP. 39 L.F.-12"O HDPE SLOPE 0 0.35% ❑e PROP. 1" WATER LINE FOR IRRIGATION SYSTEM Q PROP. 27 L.F.-12"O HDPE SLOPE 0 0.35% i0 4" PVC SLEEVE 20 TG = M.F.G. FL12"(S) 16.05 11 6"SAN. SEWER LINE, PVC, SLOPE 1% 2_ 4-GREASE LINE LINE, PVC, SLOPE 1% FL12" (NW) 16.00 93 1500 GALLONS GREASE TRAP, AND SAMPLE WELL 14 6"SAN. SEWER LINE, PVC, SLOPE 17 15 ELECTRICAL MAIN SERVICE GUTTER CONNECT TO UTILITY POWER POLE LEGEND FOR PLUMBING COLD WATER LINE VENT LINES SAN SEWER LINE UNDERGROUND VENT LINE PIPING MATERIALS -SANITARY WASTE -PVC SCH.40 -VENT PIPE -PVC SCH.40 -DOMESTIC WATER -TYPE 'L' COPPER HARD DRAWN. NOTE: PLUMBING CONTRACTOR TO VERIFY AT FIELD THE EXACT LOCATION OF SEPTIC SYSTEM AND WATER WELL. LIGHT FIXTURE SCHEDULE. POLE LIGHTS W/ 2-NIGHTHAWK III MET. HALIDE 400W. 20' HIGH 4" SQ. ALUM.POLE. PHOTOCELL ACTIVATED. �j WALL -MOUNTED MET. HALIDE. �I 'WALPAK' 250W. PHOTOCELL ACTIVATED. (REF. TO SHEET E-1 FOR DETAIL) ® CEILING MOUNTED 'SCOTTSDALE' PHOTOCELL ACTIVATED (REF. TO SHEET E-1 FOR DETAIL) NOTE- ELECTRICAL CONTRACTOR TO RUN UNDERGROUND WIRES FROM HOUSE METER TO ALL EXTERIOR LIGHTS AND POLE SIGN AND PROVIDE TIMER FOR THOSE LIGHTS. NORTH L STREET AT& T. TEL. PED. , _ _ . -_ SET 5/8" GRASS AREA SET OR MODIFIED CURB (DESIGN BY OTHERS) I.VVVI-VI"111\ 1\L11�1\LI•V1� IYIIII\I\ 1\VIYIVLA\ VVVVVJ IJ Il IIVI VV VI\1lJJ VIJI\ JI/11Y11 lV F 101 BM-03 FROM HWY 225 AND SENS ROAD; TRAVEL SOUTH ON SENS ROAD 0,5 MILES TO BRIDGE, MONUMENT IS ON THE EAST SIDE OF THE ROAD AND IN THE CENTER OF THE BRIDGE IN KEYMAP 540S IN THE GALVESTON BAY WATERSHED NEAR STREAM F 101-00-00, ELEV. 20.73 FEET, NAVD 1988, 2001 ADJUSTMENT. N07F. According to maps provided by the Federal Emergency Management Agency, In accordance with the Notional Flood Insurance Program, this property appears to Ile in Zone ' " Inside, the 100 year Flood Hazard Area. NOTE: -THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE 6 INCH SANITARY SEWER CONNECTION TO CITY MANHOLE. CONTRACTOR TO CONTACT PUBLIC WORKS TO INSPECT THE CONNECTION TO THE CITY MANHOLE. KEY LEGEND: PARKING REQUIREMENT: 1O PROPOSED 6" CONC. CURB LAND - RETAIL BUILDING 7,150 S.F. 2O TRASH ENCLOSURE O PROPOSED CANOPY 5200 x 0.85 = 4420 AT 3 SPACES PER 1000 SF. ®PROPOSED DRIVEWAY 14 + 4 = 18 PARKING SPACES REQUIRED 5 EXISTING DRIVEWAY 'PARKING REQUIREMENT FOR THE LEASE SPACE WILL BE I „ TO BE WIDENED TO 35' DETERMINED AT THE TIME OF ZONING PERMIT APPLICATION (��d © PROPOSED PAVEMENT ® tq TOTAL PROVIDED = 29 SPACES 6 ♦ 6 HANDICAP SPACES- = t SPACES IVE s ko 'tuskon4feavi UTILITY, GRA SCAI_F-1"= 90'-0" FIRE HYDRANT EXISTING DRIVEWAYS NOT SHOW (RE: SHT. C-1, DEMOLITION PLAN) EXISTI G DRIVEWAY NOT SHOW (RE: SIHT. C-1, DEMOLITION PLAN) DRAINAGE, & PVMT. PLAN '-m FLOOD STATEMENT THIS TRACT IS IN FLOOD ZONE "X" AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP #485487. DATED JUNE 18, 2007 CITY APPROVING AUTHORITY CERTIFICATE - THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. e BY: DIRECTOR, PLANN14G DEPARTMENT BY: CITY PLANNER BY: CITY ENGINEE NAME OF DEVELOPMENT: SENS FOOD MART ADDRESS OF DEVELOPMENT 1906 SENS RD. LA PORTE, TX 77571 TYPE OF DEVELOPMENT: RETAIL BUILDING & CONV. STORE WITH GAS STATION ZONING OF THE PARCEL- GC, GENERAL COMMERCIAL DESCRIPTION OF THE LAND: UNRESTRICTED RESERVE A, SENS CENTER REPLAT; BEING 1.1081 ACRE TRACT PORTION OF LOT 280 TOWN OF LA PORTE OUTLOTS RECORDED IN VOLUME 61, PAGE 374 OF THE DEED OF RECORDS OF HARRIS COUNTY, TEXAS SITUATED IN THE ENOCH SURVEY NAME OF OWNER: NAME OF DEVELOPER: GINA & GISELLE COMPANY GINA & 61SELLE COMPANY 9894 BISSONNET ST. SUITE 620 9894 BISSONNET ST. SUITE 620 HOUSTON, TEXAS 77036 HOUSTON, TEXAS 77036 NAME OF REGISTERED ARCHITECT: NAME OF SURVEYOR: TN ASSOCIATES, INC. CENTER POINT SURVEY TIEN NGUYEN GEZA VADASZ 242 EAST SUNNYSIDE STREET HOUSTON, TEXAS 77076 (281) 777-6329 Revisions By Date z_ 0 COO ( ) r �^^ < L J ( v Q ty Q v J W ry zI_ bi 0 (7) W p ry W CY) � U z Q W z W z 0 U l".1�17`Jl1�Qto% T E n 9894 Bissonnet St., #62 Houston, Texas 7703, Ph: 713-541-319: Fax: 713-521-203: E-mail: ginaftassociate.cor ........................ THOMAS H. EIKEL LANDEVCON TEXAS REG. F-3590 L ,0� DATE:_ 5/21/2015 Date B-5-2014 Scale I#= 20'-0' Drawn loy TN RET-LAPORTE-SENS RD C-2A VICINITY MAP ACCT. NO. JAVIER SANC 1EZ 1716 LA PC CALL 4 TRACT 278-A, �0 0 Q� 4) b. V'e. 6'`' J'v Wii: no -000-0384 2AaA GARZA TRACT iT co r STREET 3 U S 77571 iV ,f TRACT -8, 279-A,"280-A x JIL0TS o� 174 H.0 D.R. a 414792 i 4p NO. SANITARY MANHOLE- SANITARY MANHOLE: NORTH RIM ELEV.: 20.74 NORTH RIM ELEV.: 1110 24" RCP FL SW ELEV.: 8.99 10" RCP FL SW ELEV.: 9.71 10" RCP FL NW ELEV.:11.31 IV RCP FL SW ELEV.:13.72 24" RCP FL NE ELEV.: 8.89 c� W RCP FL SE ELEV.:7.90 •' TREE :I II • �P�owfff LANDSCAPE AM 9 2 O LEASE SPACE 1,950 SF. .G. zav a HC I 1�, PAG 7T 4 y.C.D.R. 12 4' wRE FENM S 86- 48, 35" W. 289.24' GO vP �' FLOOD STATEMENT: THIS TRACT IS IN FLOOD ZONE "X" AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP #485487. DATED JUNE 18, 2007 RESIDUE OF LOT 280 JAVIER SANCHEZ AND ALTAGRACiA GARZA TRACT H.C. F. Z 4i4792 4' %RE FENCE SITE PLAN SCALE-1"= 30'-0" NOTE: *THE GAS PUMP CANOPY, ISLANDS, AND UNDERGROUND TANKS WILL BE PERMITTED SEPARATELY. *THE USE WILL BE REVIEWED AT THE TIME OF BUILDING PERMIT SUBMITTAL. *THE NAICS CLASSIFICATION FOR THIS PROJECT IS #447110 F1RE KEY LEGEND: PARKING REQUIREMENT- tU PROPOSED 6" CONC. CURB LAND - RETAIL BUILDING 7,150 S.F. 2�TRASH ENCLOSURE 3OPROPOSED CANOPY 5200 x 0.85 = 4420 AT 3 SPACES PER 1000 SF. ®PROPOSED DRIVEWAY 14 + 4 = 18 PARKING SPACES REQUIRED 5O EXISTING DRIVEWAY *PARKING REQUIREMENT FOR THE LEASE SPACE WILL BE TO SE .WIDENED TO 35' DETERMINED AT THE TIME OF ZONING PERMIT APPLICATION ® PROPOSED PAVEMENT TOTAL PROVIDED = 28 SPACES HANDICAP SPACES- = 1 SPACES rr*I w m HEAD DVS U�� _ • • _ .. _._.._L 8•;14 0 L. ,fli9.26' e. I.R. /C � e is tOD 0) Ul io � s O 0 N'41 r 'n O Cot 0 �N {solo 1= O C` s/e vx w/c ,i CZ (m a1T O c rdim�" £ (n �L `c �I S. b3' 2V' OAJ E. I I I �I n� xl I I I I I i I 8 I I I I 1 20.56 :8.96 : 8.78 : 8.91 Revisions By Date j���- L 1.1/_ 0 Q r) V / O 7, W f— p LiLL �' L, j U) p Iz LL.I n V) J Adah rq (a w X?c to % I N C O R P O R A T E D 9894 Bissonnet St., #620 Houston, Texas 77036 Ph: 713-541-3195 Fax: 713-521-2035 E-mail: gina@tnossociate.com NAME OF DEVELOPMENT: SENS FOOD MART Date 1-21-2015 ADDRESS OF DEVELOPMENT 1906 SENS RD. LA PORTE, TX 77571 Scat$ 1'= 30'-01 nrPE OF DEVELOPMENT: RETAIL BUILDING & CONV. STORE Drawn loy TN WITH GAS STATION ZONING OF THE PARCH GC, GENERAL COMMERCIAL SENS FOOD MART DESCRIPTION OF THE LAND: UNRESTRICTED RESERVE A. SENS CENTER REPLAT BEING 1.1081 ACRE TRACT PORTION OF LOT 280 TOWN OF LA PORTE OUTLOTS RECORDED IN VOLUME 61. PAGE 374 OF THE DEED OF RECORDS OF HARRIS COUNTY, TEXAS SITUATED IN THE ENOCH SURVEY NAME OF OWNER: NAME OF DEVEU PER: GINA & GISELLE COMPANY GINA & GISELLE COMPANY 9894 BISSONNET ST. SUITE 620 9894 BISSONNEf ST. SUITE 620 HOUSTON, TEXAS 77036 HOUSTON, TEXAS 77036 NAME OF REGISTERED ARCHITECT: NAME OF SURVEYOR: TN ASSOCIATES, INC. CENTER POINT SURVEY TIEN NGUYEN GEZA VADASZ 242 EAST SUNNYSIDE STREET HOUSTON, TEXAS 77076 (281) 777-6329 EVERGREEN SHRUBS OF A SIGNIFICANT HEIGHT THAT WILL BE 8' IN 2 YEARS OF PLANTING AND TREES PLANTED AT 20' ON CENTER LANDSCAPE NOTES: 1. TOTAL LOT COVERAGE FOR LANDSCAPING PROVIDED IS 4,610 SF. 2. 10' LANDSCAPE BUFFER PROVIDED AT THE FRONT OF PROPERTY 3. THERE SHOULD BE AT LEAST ONE SHADE TREE FOR EVERY 30 LINEAR FEET OF FRONT PROPERTY. WHEN OVERHEAD UTILITY LINES ARE PARALLEL AND ADJACENT TO THE PLANTING STRIP OR RUN PARALLEL WITHIN THE PLANTING STRIP, ORNAMENTAL TREES MAY BE SUBSTITUTED FOR THE REQUIRED STREET TREES AT THE RATE OF ONE TREE FOR EVERY 20 LINEAR FEET OF FRONT PROPERTY. TREES SHALL BE PLANTED WITHIN THE PLANTING STRIP IN A BLVD. TYPE MANNER ON CENTER AND UNIFORM DISTANCE FROM THE CURB OR PAVEMENT. 4. PARKING LOT WITH MINIMUM 20 SPACES SHALL PROVIDE A PLANTER AT THE RATIO OF ONE FOR EVERY TEN PARKING SPACES. 5. SHADE TREES SHALL BE A MINIMUM OF 2" CALIPER AND SHALL BE SELECTED FROM CITY'S RECOMMENDED NATIVE/PROTECTED TREES AND PLANTS LIST. 6. ORNAMENTAL TREES SHALL BE A MINIMUM OF 6' IN HEIGHT AT THE TIME OF PLANTING. 7. SHRUBS SHALL BE NO LESS THAN FIVE GALLONS IN SIZE. 8. SHRUBS NEED TO BE PLANTED AT 3' ON CENTER ALONG ALL STREET FRONTAGES. 9. AN AUTOMATIC IRRIGATION SYSTEM IS REQUIRED FOR ALL REQUIRED LANDSCAPING. I TREES CALCULATION STREET TREES 338'/30 PARKING LOTS TREES : 21 x 0.1 TOTAL REQUIRED SHRUBS 11 x 10 €��`� i QUANTITIESNUMBER DEPICTS FL SW ELEV.:13.72 P FL SE ELEV.:7.90 LWI)SUM AREA = 11.0 TREES = 2.1 TREES = 13 TREES = 110 SHRUBS LANDSCAPE REQUIREMENTS: LOT SQUARE FOOTAGE- 47,102.561 LANDSCAPING COVERAGE REQUIRED: 7.5% LANDSCAPING REQUIRED: 0.075 x 47,102.561 = 3,532.69 SF. LANDSCAPING COVERAGE PROVIDED: 4,610 SF. PLANTER AREA REQUIRED: 2 x 135 SF. = 270 SF. HC 12 NORTH RIM ELEV.: 20.74 24" RCP FL SW ELEV.: 8.99 10" RCP FL NW ELEV, :11.31 24" RCP FL NE ELEV.: 8.89 LANDSCAPING PLAN SCALE-1"= 30'-O" 20.56 : 8.96 :8.78 : 8.91 Revisions By Date F- ry p Q Q .72 0 r.) V) 0 z� W W r LLv B , LL (n p of LLJ 0- a NAME OF DEVELOPMENT: SENS FOOD MART Date 1-21-2015 ADDRESS OF DEVELOPMENT: 1906 SENS RD. LA PORTE, TX 77571 Scale 10= 30'-0' TYPE OF DEVELOPMENT- RETAIL BUILDING & COW. STORE Drawn by TN WITH GAS STATION ZONING OF THE PARCEL: GC, GENERAL COMMERCIAL SENS FOOD MART DESCRIPTION OF THE LAND: UNRESTRICTED RESERVE A, SENS CENTER REPLAT: BEING 1.1081 ACRE TRACT PORTION OF LOT 280 TOWN OF LA PORTE OUTLOTS RECORDED IN VOLUME 61, PAGE 374 OF THE DEED OF RECORDS OF HARRIS COUNTY, TEXAS SITUATED IN THE ENOCH SURVEY NAME OF OWNER: NAME OF DEVELOPER: GINA & GISELLE COMPANY GINA & GISELLE COMPANY 9894 BISSONNET ST. SUITE 620 9894 BISSONNEf Sr. SURE 620 HOUSTON, TEXAS 77036 HOUSTON, TEXAS 77036 _ L NAME OF REGISTERED ARCHITECT. NAME OF SURVEYOR TN ASSOCIATES, INC. CENTER POINT SURVEY TIEN NGUYEN GEZA VADASZ 242 EAST SUNNYSIDE STREET HOUSTON, TEXAS 77076 (281) 777-6329 I EXTERIOR FIBERGLASS WN ppNN 1 SUMw 33PTull, SEWK TO CONCRETE BASE w/ 3/6' OALY STEEL mom Mrs PRECAST CONCRETE TOP VIEW MODEL W. alp SIZE BAEKFl.OW DWENS10N6 ENCLOSURE a1ENa%'S A0 DWIDISION3 A C O E EL Ew EN PL PA, RPE34 4L" _B 12144. 7i'4" 4W" 3Y: 28" 21' 13' 35" 4Y 0 RPE10 1' 13M" 74 4l5" 3:0 28" 27" 13" ]5' 42' 28" RPE14 IV.* 14W T%" 416" 3W" 2"" 1 39" 13" 3Y SC 2W f@E15 1K, 16W"104Y" SVi 4W' 211 39" is" 35" 54" 2W RPE20 2" 19" 1041' SV: SW' 2B" 36` 73' 35' UUN(:NLit LIFTING EYES I— D HINGED ACCESS LID w/ HASP AT STAPLE STEEL SUPPORTS BOLTED TO SLAB (TYP-2) PRECAST CONCRETE SLAB w/ LIFTING EYES --I PIPING & FITTINGS BY OTHERS (TYP.) Specifications CONCRETE : Class 1 concrete with design strength of 4500 PSI a,, 28 days. REINFORCEMENT: Crude 60 reinforced. Steel tabor confornling to ASTM A615 on required centers or equol. Typical Applications RP devices ere used to protect egaMat -high hazard (tatic) fluids in water services to Industrial plants, hospital fociities, morgues. morluvies, and chemical plants. They ore also used in irrigation systems, boiler feed, water lines and other Installations regatring maximum protection. Engineering Data The backilow, assembly That be factory assembled on pad & hyane a11ca0y tested prior to delivery. FTdd excavation & preparation shall be complete prxv to d0kfy, Pipe, wins and fittings of the asse•.rbry shall be apprOW4 by We at more of the following associolions: wa' t1w,NwNINO°�i TN!IOMOMNNAi711WMIM VMLMWVDNAC KIN A IYlallN111laM•�SAIIN,! Na=r MNlL ONIRAIMMD#Olt MWA WNrINNrAw►NMaetl�r 1�p1�a�ioNeANoa� pc)w osm tINNIANI'WMIWtlL ! OI W NtID N9NI@lITIR gtNrMte7lW)M ONIMMUNTOC911. PDRfC1AR701 VAlaNPGUMN1Y9laME VMS% CNMBN,.NaNDNNNIOtAlN PRENGNEFRED ALUMINUM ENCLOSURE, PARK MODEL RPE REDUCED PRESSURE 13ACKFLOW PREVENTER BALL VALVE (TYP-2) �„ �liil�?Ili ?IMI'II, j iirtil I�I i Im1 PL V' FRONT VIEW 4 , m Pork 2006 PROJECT CUSTOMER ARCHITECT ENGINEER ORDER t DATE E@PARK 9 DMOTIMENTAL EOUpBBti Pawr*-LPARK wwwcp�ik-C44jA.a4Nn "Expect the Bast" PREVENTER ON PRI LE NONE Dwc- NO. - 12/06 CONCRETE RAP RPE-1 I A NYa wNISTAuwum=Aswvj E & CLUSI WUMM OF OEM WRV&IN OF 4 MNMff2IM& UWNGFMDPW INC CON81WlfIMUNAT NOaeANDMWMMeP teALLY= 2. rM=A :fetNmeTO RtN� OM sCLCt161NICW CMMONPftATNMANDGPAT®AFS MtUrI NCrtM CP alit aNr Neat oo1Na1NNNN m =NM62NCLA$230, MMN0 ttao n UEDof SAMPLE WELL DETAIL, COVER & NOTES DETAIL SHEET N.rs. LEGEND FOR PLUMBING — — — — — — — — — COLD WATER LINE — — — — — — — — — — — — VENT LINES _—_—_------- SAN SEWER LINE _--- --- ----- — UNDERGROUND VENT LINE PIPING MATERIALS —SANITARY WASTE —PVC SCH.40 —VENT PIPE -PVC SCH.40 —DOMESTIC WATER —TYPE 'L' COPPER HARI) DRAWN. NOTE: PLUMBING CONTRACTOR TO VERIFY AT FIELD THE EXACT LOCATION OF EXISTING SANITARY AND WATER LINES. LIGHT FIXTURE SCHEDUL POLE LIGHTS W/ 2—NIGHTHAWK III MET. HALIDE 40OW. 20' HIGH 4" SO. ALUM.POLE. PHOTOCELL ACTIVATED. WALL —MOUNTED MET. HALIDE WALPAK' 25OW, PHOTOCELL ACTIVATED. (REF. TO SHEET E-1 FOR DETAIL) ® CEILING MOUNTED 'SCOTTSDALE' PHOTOCELL ACTIVATED (REF. TO SHEET E-1 FOR DETAIL) NOTE— ELECTRICAL CONTRACTOR TO RUN UNDERGROUND WIRES FROM HOUSE METER TO ALL EXTERIOR LIGHTS AND POLE SIGN AND PROVIDE TIMER FOR THOSE LIGHTS. j I I i i i I I I SITE ELECTRICAL AND SCALE-1"= 30'-0" NOTE FOR GEbIERAL CONTRACTOR: — 6"SANITARY SEWER CONNECTION TO EXISTING MANHOLE WILL BE RESPONSIBILITY OF GENERAL CONTRACTOR. THE CITY OF LA PORTE WILL INSPECT CONNECTION BEFORE BACKFILLING — THE CONTRACTOR WILL BE RESPONSIBLE FOR ADJUSTING MANHOLE FRAMES TO MATCH FINAL PAVEMENT ELEVATION. X NAME OF DEVELOPMENT. SENS FOOD MART ADDRESS OF DEVELOPMENT 1906 SENS RD. LA PORTE, TX 77571 TYPE OF DEVELOPMENT RETAIL BUILDING & COW. STORE WITH GAS STATION ZONING OF THE PARCEL: GC, GENERAL COMMERCIAL DESCRIPTION OF THE LAND: UNRESTRICTED RESERVE A, SENS CENTER REPLAT; BEING 1.1081 ACRE TRACT PORTION OF LOT 280 TOWN OF LA PORTE OUTLOTS RECORDED IN VOLUME 61, PAGE 374 OF THE DEED OF RECORDS OF HARRIS COUNTY, TEXAS SITUATED IN THE ENOCH SURVEY NAME OF OWNER: NAME OF DEVELOPER: GINA & GISELLE COMPANY GINA & GISELLE COMPANY 9894 BISSONNET ST. SUITE 620 9894 BISSONNET ST. SUITE 620 HOUSTON, TEXAS 77036 HOUSTON. TEXAS 77036 NAME OF REGISTERED ARCHITECT: TN ASSOCIATES, INC. TIEN NGUYEN NAME OF SURVEYOR: CENTER POINT SURVEY GEZA VADASZ 242 EAST SUNNYSIDE STREET HOUSTON, TEXAS 77076 (281) 777-6329 Revisions By Date 1 SM 5.5.15 FN/ ,tom L0 L t_ Q Q 12 0 Q p x O LLI LLLI I V) LL1 (n p Qf LJ in Q J ram"l�Cl� o4.(01b%rL- I N C O R P OA T E D 9894 Bissonn t St., #620 Houston, T&as 77036 Ph: 713-541-3195 Fax: 713-521-2035 E—mail: gino@tntissociate.com OFTF 8 ft .......ot ...........:: * i SSA... OSH._K...M UKERJN 81393 G F3926 T FZ = M O O S %v 2405 SMITH STREET Houston, TX.77006 Drawn by SENS FOOD MART TN 1' X 6" CEDAR BOARD GATES WITH r X 4" CEDAR FRAMING. CONCRETE BLACK PAINTED PER SPECIFICATIONS ' 4-#4 BARS CONTINU 1 i a' THICK CONCRETE 1'-4" SQ. X 3'-If DEEP CONCRETE .,�II • i PAD REINFORCED W/ POST FOOTING (FOREGROUND) 6)(6X10/10 W.W.M. ELEVATION : TRASH ENCLOSURE SCALE : N.T.S. FOOTING 16"0 x 2'-10' DEEP W/ •-/ 4 VERT. & 3-a 3 TIES GUARD POST 6"0x3'-O" HIGH ALL BLOCK SHALL HAVE PAINTED SURFACE TOP A EACH SIDE 1 (1 COAST OF MASONRY FILLER a 2 COASHTSOHQIF flNi COLOR 'TDRACX)" I 1 SLAB GRADE 8 =0� GLONa WI/ Yff1g CAP PIA HEAVY DUTY GATE HINGE i LEAF WELDED 'To TTo DOUSLLI X 4HCAlE �7YLE BOLTED 1'-e SO. X 3'-0' DEEP CONCRETE POST FOOTING (TYP.) 1 1 I EDGE OF _a— I L--.-------- PLAN : TRASH_ ENCLOSURE SCALE : N.T.S. DESIGN LOADS -WIND LOAD- BASIC WIND DESIGN VELOCITY 110 MPH, 3 SEC. GUSTS -ADDITIONAL REQUIRED DESIGN CRITERIA ARE ON SHEET S-3 ,6 TOP OF ROOF_ _ (+ 32'-67A.F.F.) 3 -0" — - TOP OF PARAPET ,Y. 3 5/8" METAL FRAMING 1/2" COX PLYWOOD STONE 4. SECTION DETAIL B SCALE: 3/4" = 1'-0" 1 3 _ An A. LEFT ELEVATION SCALE— 3/16"= 1'—on 110'-0" .N nn ntl'__n" METAL PANELS BOT OF CANOPY imommmmmmmm e I���1���■■r���l��■■��1����■■����1�—I a �I���I��O■■■ mmmmmmIvmmmm■mmmmmil limnmimmmmmmm■immmmimm ======MI®■ • ■■Immolommm ■■■mmmm■immmmmimmmmoi ' •' :e a e" •- (+ 10 —0 A.F.F.) I 01d-l: lI FINISH F.L. 0 �I—I—I—i.', =!-1■I�JL�`JIIIIIIIIIIIIIIIIIIIII■■I�I� W�U-0 IrsL� IIHI��IHItr -- 1 /4"TEMPERED GLASS IMPACT RESISTANT B. FRONT ELEVATION SCALE— 3/16"= 1'-0" mIl-"-II"I�I 1/4"CLEAR PLATE GLASS V-0" 1 cV R00F i"A.F.FF.) kRAPET F.F.T CANOPY "A.F.F.) CANOPY I"A.F.F.) (0_--0"+ 0 i Rev. By Date r Q (\ V J ry Q o O O (-i- CJ� L-J (n x z� Li LLJ h-- C:)o D- V ) ___I �awX?a(LO% I N C O R P O R A T E D 9894 Bissonnet St., #620 Houston, Texas 77036 Ph: 713-541-3195 Fax: 713— 521— 2035 E—mail: ginuOtnassociate.com Date 1-21-2015 Scale AS SHOWN Drawn by TN RET—LAPORTE—SENS RD A-3