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15-S-44 - SUP 853 FM 3009ORDINANCE NO. 15 -S -44 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS ZONING 853 FM 3009, SCHERTZ, GUADALUPE COUNTY, TEXAS TO ALLOW A SPECIFIC USE PERMIT FOR OPERATION OF A CONVENIENCE STORE WITH GAS PUMPS WHEREAS, An application for Specific Use Permit to allow an Convenience Store with gas pumps at 853 FM 3009, more particularly described in Exhibit A attached hereto and incorporated herein by reference, as Lot 2, Block 1 of the Schertz 3009 Market Subdivision (hereinafter, the "Property ") has been filed with the City; and WHEREAS, the City's Unified Development Code Section 21.5.11.D. provides for certain conditions to be considered by the Planning and Zoning Commission in making recommendations to City Council and by City Council in considering final action on a requested specific use permit (the "Conditions "); and WHEREAS, on November 18, 2015, the Planning and Zoning Commission conducted a public hearing and, after considering the Conditions, hereby makes a recommendation of approval of a rezoning to allow a Specific Use Permit for a Convenience Store with gas pumps; and WHEREAS; on December 15, 2015 the City Council conducted a public hearing and after considering the Conditions and recommendation by the Planning and Zoning Commission, determined that the requested zoning to allow a specific use permit be approved as provided for herein. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS: THAT: Section 1. 853 FM 3009, as more particularly described in the attached Exhibit A, is hereby zoned for a Specific Use Permit to allow a convenience store with gas pumps. This ordinance shall take effect, and is conditioned upon, the occurrence of the following: a) A driveway permit for the shared driveway on FM 3009 located on Lot 1, Block 1 of the Schertz 3009 Market Subdivision has been issued within one year of the adoption of this ordinance; and b) A building permit has been is approved within one year of the adoption of this ordinance; and c) The use has begun operation within two years of the issuance of the necessary building permit. Section 2. The property shall be developed as per the attached Exhibit A. Staff shall have authority to approve minor variations from Exhibit A if such variation is consistent with, and not disruptive of, the surrounding uses. Section 3. The Official Zoning Map of the City of Schertz, described and referred to in Article 2 of the Unified Development Code, shall be revised to reflect the above amendment. Section 4. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part of the judgment and findings of the Council. Section 5. All ordinances and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as to the matters resolved herein. Section 6. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 7. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 8. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 9. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 10. This Ordinance shall be cumulative of all other ordinances of the City of Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby repealed. Approved on first reading the 15th day of December, 2015. PASSED, APPROVED AND ADOPTED on final reading the 5th day of January, 2016. i ael R. Carpenter, Mayor ATTEST: Brenda Dennis, City Secretary (SEAL OF THE CITY) Exhibit A "The Property" See Attached 1856 Lockliffl-Selma, Suite 105 San Antonio, Texas 78213 s'rATE OF TEXAS COUNTY 6F GUADALUPE Tel, 210-342-9455 - Fax 210-342-9524 C R www,mavericklandsurveyirig.com : Co. MdaZ _tying;k FIELD NOTE DESCRIPTION of a 0.830 acre tract of land being all of Lot 2, Block 1, SCHERTZ 3009 MARKET SUBDIVISION, an Addition to the City of Schertz, Guadalupe County, Texas, according to the map or plat thereof recorded in Volume 8. Pages 153-154, of the Map and Plat Records, Guadalupe County, Texas-, in all said 0,830 acre tract being more particularly described as follows: BEGINNING at a I inch square iron bar found on the southwesterly right-of-way fine of RM. 3009 (Roy Richard Drive, a 130 foot aide R,O.W,),, at tile northeast corner of said Lot 2, for the northeast corner and POINT OF BEG fNNING of this tract$ THENCE, South 30' 25' 14" East with said southwesterly right-of-way line and the northeasterly line of said Lot 2, a distance of 122.57 feet to a !/2 inch iron rod found at the common northeasterly corner to said Lot 2 and Lot 1, Block 1, said SCHERT7,3009 MARKE-r SUBDIVISION, for the most easterly comer of this tract; 'rHENCE leaving said southwesterly right-of-way line and with the common lines to said Lot 2 and Lot 1, the following courses and distances, South 590 34' 46" West, a distance of 216.39 feet to a 1/2 inch iron rod found for the most southerly corner of said Lot 2 and this tract; and North 30' 25' 14" West, a distance of 173.47 feet to a 1/2 inch iron rod found on the southeasterly right-of-way line of Elbel Road (an 80 foot wide R.0, W.) at the common northwesterly corner to said Lot 2 and Lot 1, for the most westerly comer of said Lot 2 and this tract-, THENCE, North 590 52' 14" East with said southeasterly right-of-way line and the northwesterly line of said Lot 2, a distance of 166.38 feet to a I inch square iron bar found at a northern corner of said Lot 2 and the beginning of a1"xD0'r right-of-way cutback line, for a noilliern corner of this tract; THENCE, South 75" 24° 00" East with said TxDOT right-of-way cutback line, a distance of 70.74 feet to the POINT OF BEGINNING. CONTAINING in all 0.830 acres or 36,172 square feet of land, more or less, Surveyed on this 7'n day of January, 2014, "A JI MAVI��J'Ck'IAND SURVEYING CO. Robert J. chr "der, R. .I .S Texas No. 4045 PROPERTY ADDRESS: VACANT (UNDEVELOPED) ❑ SCHERTZ, TX 78154 OWNER ADDRESS: 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 PROPERTY ADDRESS: VACANT (UNDEVELOPED) ❑ SCHERTZ, TX 78154 OWNER ADDRESS: 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 PROPERTY ADDRESS: 1101 ELBEL ROAD ❑ SCHERTZ, TX 78154 OWNER ADDRESS: 307 W COURT ST, STE 205 SEGUIN, TX 78155 ® PROPERTY ADDRESS: VACANT (FUTURE WAL -MART) OWNER ADDRESS: 2001 SE 10TH ST BENTONVILLE, AR 72716 PROPERTY ADDRESS: 709 FM 3009 ❑ SCHERTZ, TX 78154 OWNER ADDRESS: 4745 GREENBLUFF SCHERTZ, TX 78154 PROPERTY ADDRESS: 800 ROY RICHARDS DR. © SCHERTZ, TX 78154 OWNER ADDRESS: 858 GARDEN CIRCLE SCHERTZ, TX, 78154 PROPERTY ADDRESS: 1190 BORGFELD ROAD ❑7 SCHERTZ, TX 78154 OWNER ADDRESS: 128 S STATE HWY 46 SEGUIN, TX 78154 PROPERTY ADDRESS: 900 FM 3009 ® SCHERTZ, TX 78154 OWNER ADDRESS: 1722 ROUTH ST STE 1000 DALLAS, TX 75201 I 15'x30' WATER ESM'T (VOL. 8, PG. 153 -154; M.P.R.) I I I I 1 - - - -- -- ---- � � i16' WATER ESM'T� (VOL. 8, PG 153 -154, M P.R) 6 F — — — — — J7* CROSS ACCESS ESM'. I (VOL. 8, PG. 153 -154; M.P.R.) I I 46imU 25' BLDG. SETBACK — 4-- (VOL. 8, PG. 153 -154, M.P.R.) ' I I �h I I I I .j I Ir SCHERTZ MARKET SUBDIVISION' i= I� 16' WATER ESM'T. —1-- -j �� LOT 2; BLOCK 1 'VOL. 8, PG. 153 -154, M.P.R.) i i 0.83 ACRES- - W ` 25' CROSS ACCESS ESM'T. t I ( (VOL. $ PG. 153 -154, M.P.R.) ❑5 ISENHOUR SERVICE CENTER INC. LAND USE: COMMERCIAL (RETAIL) 4745 GREENBLUFF SCHERTZ, TX 78154 (PARCEL ID 115490) ISSENHOUR SUED; BLOCK 1; LOT 5 & PT OF 6; 0.785 A ZONED: NS 1.0' VEHICLE°°N CCESS ESM'i ° (VOL. 8, PG. 153 -154, M.P.R.) �1.0' VEHICLE NON— ACCESS ESA (VOL. 8, PG. 153 -154, M.P.R.) 10' DRAINAGE ESM'T. _8, PG. 153 7154, vl I c l . 120 4 ----- - - - - -- ------- - - - - -- e e C D BODACO INC. BRADZOIL 10 MINUTE OIL CHANGE INC. LAND USE: COMMERCIAL (RETAIL) LAND USE: COMMERCIAL (CAR SERVICE) 858 GARDEN CIRCLE 128 S STATE HWY 46 SCHERTZ, TX 78154 SEGUIN, TX 78154 (PARCEL ID 67634) (PARCEL ID 16632) ABS: 221; SUR: G MALPAZ; 0.969 AC LOT 1; BLK 1 ADDN; BRADFUTE SUB 0.68 AC ZONED: NS ZONED: GB 50 0 25 50 ( IN FEET ) 1 inch = 50 ft GuADAL❑3UPE COUNTY SITE LOCATION MAP LAND USE: MUNICIPAL (GUADALUPE COUNTY TAX OFFICE) N.T.S. 307 W COURT ST STE 205 SEGUIN , TX 78155 (PARCEL ID 26211) LOT 1; BLOCK 1; GUADALUPE CO. 3.742AC EXISTING ACRES: 0.83 AC (PRE - DEVELOPED) ZONING. GB ZONED:PUB PROPOSED ACRES: 0.83 AC (POST DEVELOPED) GENERAL BUSINESS PROPOSED USE: CONVENIENCE STORE WITH GAS PUMPS , t ❑ �� � � 2 * ? e SCHERTZ 3009 LTD _ LAND USE: VACANT (UNDEVELOPED) EXISTING LEGEND r 8100 BROADWAY STE 100 702,28 ° = SPOT ELEVATION ° SAN ANTONIO , TX 78209 (PARCEL ID 139740) = UTILITY POLE BLACKBURN ELBEL; BLOCK 3; LOT 6; 0.3552AC 49 ZONED:NS = STREET SIGN or s -- � - - - - -- . -. h = EXISTING CONCRETE PAVEMENT J E _ -.m E = OVERHEAD UTILITY LINE -�JCa% - ......... -- = UNDERGROUND GAS LINE(AS MARKED BY UTILITY) `� � a r �"� U - - - - - -- = UNDERGROUND COMM LINE(AS MARKED BY UTILITY) UGW - - - - - -- w w --- - - - - -- = UNDERGROUND WATER LINE(PER U11UTY MAP) .; i UGSS :_s = UNDERGROUND SANITARY SEWER LINE a 15' GVEC U77LITY ESM'T. = CONCRETE CURB (VOL. 8, PG. 153 -154, M.P.R.) SCHERTZ 3009 LTD f5 LAND USE: VACANT (UNDEVELOPED) — — m7 5° -° m — — = CONTOUR LINE WITH ELEVATION 8100 BROADWAY STE 100 40' �; SAN ANTONIO , TX 78209 , (PARCEL ID 139735) BLACKBURN ELBEL; BLOCK 3; LOT 1; 0.8724 AC ZONED: NS a 5 7 ELEVEN INC. LAND USE: COMMERCIAL (GAS STATION) 1722 ROUTH ST STE 1000 DALLAS, TX 75201 (PARCEL ID 36710) LOT 1; PT OF BLK 1 PAYLESS GAS STATION #2 0.6510 AC ZONED: GB GENERAL SITE NOTES ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO210F, DATED NOVEMBER 2, 2007, THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOOD PLAIN. rk -19 WAL-MART LAND BENZ fr / T ESTATE BUSINESS TRUST T VACANT (UNDEVELOPED) SE 10TH ST LE, AR 72716 ID 151482) MARKET BLOCK 1; LOT 1; 5.534 At ZONED: GB 15.5'- ' "-25' m ! T M. j �Al L-8' MASONRY WALL ICE UNITS Cn 5 xi 0, 1.78' 0 V -7 lu 46 �6 -24 1- 41 - FIRE LANE FIRE LANE 0 0 0 00 0 4.1 II 4 w, LO LO r,l . ................................... 1200 SF cl SIDEWALK PROPOSED- C4 6/2 MPD F.F.E 706.50 100 YR EL = 699.00 :J," —30 ® ® 0 0 0 Cq LO 5 GAS CANOPY 11 -41 OF RCS �0 ............. )0' LIJ "I "All LA LAJ L0 06 & -C 31N -J 15' ,T,!LiTY Fl3,l,,,f'T FG, 153-1541, SCHERTZ 3009 LTD LAND USE:VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139740) BLACKBURN ELBEL; BLOCK 3; LOT 6; 0.3552AC ZONED:NS SCHERTZ 3009 LTD LAND USE: VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139735) BLACKBURN ELBEL; BLOCK 3; LOT 1; 0.8724 AC ZONED: NS 40 F WAL-MART LAND BENZ fr / T ESTATE BUSINESS TRUST T VACANT (UNDEVELOPED) SE 10TH ST LE, AR 72716 ID 151482) MARKET BLOCK 1; LOT 1; 5.534 At ZONED: GB 15.5'- ' "-25' m ! T M. j �Al L-8' MASONRY WALL ICE UNITS Cn 5 xi 0, 1.78' 0 V -7 lu 46 �6 -24 1- 41 - FIRE LANE FIRE LANE 0 0 0 00 0 4.1 II 4 w, LO LO r,l . ................................... 1200 SF cl SIDEWALK PROPOSED- C4 6/2 MPD F.F.E 706.50 100 YR EL = 699.00 :J," —30 ® ® 0 0 0 Cq LO 5 GAS CANOPY 11 -41 OF RCS �0 ............. )0' LIJ "I "All LA LAJ L0 06 & -C 31N -J 15' ,T,!LiTY Fl3,l,,,f'T FG, 153-1541, SCHERTZ 3009 LTD LAND USE:VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139740) BLACKBURN ELBEL; BLOCK 3; LOT 6; 0.3552AC ZONED:NS SCHERTZ 3009 LTD LAND USE: VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139735) BLACKBURN ELBEL; BLOCK 3; LOT 1; 0.8724 AC ZONED: NS 40 F —} ............. . .......... . ................ I,F h/l tt ( (I,C J di 31N -J 15' ,T,!LiTY Fl3,l,,,f'T FG, 153-1541, SCHERTZ 3009 LTD LAND USE:VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139740) BLACKBURN ELBEL; BLOCK 3; LOT 6; 0.3552AC ZONED:NS SCHERTZ 3009 LTD LAND USE: VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139735) BLACKBURN ELBEL; BLOCK 3; LOT 1; 0.8724 AC ZONED: NS 40 F —} ............. . .......... . ................ I,F h/l tt ( (I,C J di SCHERTZ 3009 LTD LAND USE:VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139740) BLACKBURN ELBEL; BLOCK 3; LOT 6; 0.3552AC ZONED:NS SCHERTZ 3009 LTD LAND USE: VACANT (UNDEVELOPED) 8100 BROADWAY STE 100 SAN ANTONIO , TX 78209 (PARCEL ID 139735) BLACKBURN ELBEL; BLOCK 3; LOT 1; 0.8724 AC ZONED: NS 40 ;i I. I w w CIAL (RETAIL) LE 54 0.969 AC 7 ELEVEN INC. LAND USE: COMMERCIAL (GAS STATION) 1722 ROUTH ST STE 1000 DALLAS, TX 75201 (PARCEL ID 36710) LOT 1; PT OF BILK 1 PAYLESS GAS STATIC 0.6510 AC T7- 7 r % 6"DIA. BOLLARD (TYP. OF 2) 14 J-BARS 4e #4 BAR 0 32' D.C. ®32" D.C. GROUT REINFORCED VOID 4' MASONRY BLOCK wj 4- BRICK VENEER FINISH (PEBBLE BEACH VELOUR) COLOR TO MATCH BUILDING EXTERIOR FINISH PREFABRICATED METAL GATE. NOT OF FLAT SURFACE. COLOR TO MATCH BUILDING EXTERIOR FINISH Cl A IC SECTION B DUMPSTER FOUNDATION PLAN xrA 1--ADJUSTABLE W- DES MORTAR SETTING BED MORTAR DINT MASONRY BLOCK WALL BRICK VENEER L= N.T.S. VENEER APPLICATION DETAIL DUMESTER ENCLOSURE N.T.S. 4' TRAFFIC E STRIPING 2'- (ryp.) HC VAN SIG" 11 C 4" TRAFFIC YELLOW STRIPING ".) STANDARD W PARKING SPACE a, WM- ALL DIMENSONS ME TO q OF STRIPE UNLESS OTHERWISE INDICATED 90* PARKING SPACE STRIPING N.T.S. 20 0 10 20 IN FEET 1 inch = 20 ft TOP AND OUTER WALL BRICK VENEER. COLOR BUILDING STORE FINISH 5' hEltl PIPE O.D�j IIN- PLI'll"EVENT SURFACE COURSE -12'kIIN[ 12 HIN- "I" f3 HUACTYPE D' MIN, —4- —T4rkr0AT PRIME CO'-%,T Pa:1JEtvtEttf 9 °E Li TER L (6 Lf IN ATO Co 95% TEX 126E" ""—SECOND RY(TRENCHZOFIE`8 A0KFILL LU 2 T'd]DE NON-METALUC DETECTOR MARKING TAPE Ui 14 CA. SO UD C ORE DETECTI ON 'IRE TAPED TO, PIPE. 111ITIALBACKPILL z 90, —BEDDING EEDDING� 6- ENV ELOPE OF SAND AROUND PIPE. CLASS 1. 11, 111 MATERIALS IPEA GRj.VEL SAND, CRUSHED UtIESTONE,, LtILT141 BACKFILL b" ENVELOPE OF SAND AROUND PIPE. CLASS 1, H. III MATERIALS fPEA GR%,VEL SVID. --PIPE OZ. —6r'— CRUSHED LIMESTONE) C61.1PACTED PER SPEC 023220 SECOND A —RYB-,KFI LL FLEXIBLE BASE OR SELECT BACKFILL COMPACTED IN 6-LIFTS TO 95 ,- STD PAVEMENT REPAIR PROCTOR, ORFLO,,'x ABLE FILL TRENCH DETAIL N.T.S. ZONING: GB GENERAL BUSINESS ZONING GB (GENERAL BUSINESS) PROPOSED USE CONVENIENCE STORE WITH GAS PUMPS BUILDING AREA(GROSS SF) 1200 SF BUILDING HEIGHT 14'-1" (1 STORY) S.F. ACRES MURPHY AREA 36,172 0.830 IMPERVIOUS SURFACE (69%) 24,955 0.572 TOTAL PARKING: 5 REQUIRED/5 PROVIDED REQUIRED/ PROVIDED HANDICAP SPACES 1 SETBACKS FRONT: 50' PER OVERLAY ON FM 3009 SIGNAGE GENERAL SITE NOTES EXISTING LEGEND UTILITY POLE STREET SIGN --------- OHU 0HU - --------------- = OVERHEAD U11UTY LINE = EXISTING STORM PIPE -------- G --Lj-C--'Gl, G = UNDERGROUND GAS UINE(AS MARKED BY UTILITY) UT UT = UNDERGROUND COMM LINE(AS MARKED BY UTILITY) w w --------------- = UNDERGROUND WATER LINE(PER UTILITY MAP) UGSS = UNDERGROUND SANITARY SEWER LINE = EXISTING CONCRETE CURB & GUTTER = ROAD CENTERLINE = EXISTING BUILDING PROPOSED LEGEND = BOUNDARY LINE = CONCRETE INTEGRAL CURB = 8FT HIGH RETAINING WALL = CONCRETE BOLLARD = PAVEMENT PATCH/REPAIR (SEE DETAIL THIS PAGE) = 5FT SIDEWALK = UNDERGROUND STORAGE TANKS CONCRETE PAD = TRASH ENCLOSURE CONCRETE PAD ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT 11ME OF BUILDING PERMIT. THE SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO SCHERTZ UNIFIED DEVELOPMENT CODE AT THE 11ME OF BUILDING PERMIT. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO21OF, DATED NOVEMBER 2, 2007, THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOOD PLAIN. APPROVAL OF THE CITY OF SCHERTZ THIS SITE PLAN OF THE HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF SCHERTZ DEVELOPMENT REVIEW STAFF, AND IS HEREBY APPROVED ON THIS DAY OF 20 INSPECTION DIVISION PLANNING DIVISION ENGINEERING DEPARTMENT PUBLIC WORKS DEPARTMENT FIRE DEPARTMENT PARKS & RECREATION DEPARTMENT OWNER: SCHERTZ 3009, LTD DEVELOPER: MURPHY OIL USA INC 8100 BROADWAY SUITE 205 422 NORTH WASHINGTON 1856 Lockhill-Selma, Suite 105 SAN ANTONIO, TX 78209 EL DORADO, AR 71730 Son Antonio, Texas 78213 CONTACT: PAUL BLACKBURN CONTACT: GAVIN BALLINGER PH. 210-342-9455 (P):210- 828 -7654 (P):870- 866 -7176 FAX 210-342-9524 (F):210- 862 -7654 C 1990-2014, Maverick Land Surveying Co.1 SITE PLAN EXHIBIT reen erg arrow SCHERTZ 30069 MARKET SUBDIVISION LOT 21 BLOCK 11 0.83 ACRES 1430 W. PEACHTREE ST. NW SUITE 200 853 FM 3009 ATLANTA, GA 30309 PHONE: (404) 6014000 CITY OF SCHERTZ GUADALUPE COUNTY, TEXAS FAX: (404) 6013970 REV-0 03-06-14 DWG NAME: SCHERTZ, TX REV-1 04-25-14 � JOB NO.: 20130204 gEV-2 05-27-14 REA YEO TA TA REV-3 0115-09-14 PRIN PM DES DRW SHEET N SP-1 I F —} ............. . .......... . ................ I,F h/l tt ( (I,C J di I. I w w CIAL (RETAIL) LE 54 0.969 AC 7 ELEVEN INC. LAND USE: COMMERCIAL (GAS STATION) 1722 ROUTH ST STE 1000 DALLAS, TX 75201 (PARCEL ID 36710) LOT 1; PT OF BILK 1 PAYLESS GAS STATIC 0.6510 AC T7- 7 r % 6"DIA. BOLLARD (TYP. OF 2) 14 J-BARS 4e #4 BAR 0 32' D.C. ®32" D.C. GROUT REINFORCED VOID 4' MASONRY BLOCK wj 4- BRICK VENEER FINISH (PEBBLE BEACH VELOUR) COLOR TO MATCH BUILDING EXTERIOR FINISH PREFABRICATED METAL GATE. NOT OF FLAT SURFACE. COLOR TO MATCH BUILDING EXTERIOR FINISH Cl A IC SECTION B DUMPSTER FOUNDATION PLAN xrA 1--ADJUSTABLE W- DES MORTAR SETTING BED MORTAR DINT MASONRY BLOCK WALL BRICK VENEER L= N.T.S. VENEER APPLICATION DETAIL DUMESTER ENCLOSURE N.T.S. 4' TRAFFIC E STRIPING 2'- (ryp.) HC VAN SIG" 11 C 4" TRAFFIC YELLOW STRIPING ".) STANDARD W PARKING SPACE a, WM- ALL DIMENSONS ME TO q OF STRIPE UNLESS OTHERWISE INDICATED 90* PARKING SPACE STRIPING N.T.S. 20 0 10 20 IN FEET 1 inch = 20 ft TOP AND OUTER WALL BRICK VENEER. COLOR BUILDING STORE FINISH 5' hEltl PIPE O.D�j IIN- PLI'll"EVENT SURFACE COURSE -12'kIIN[ 12 HIN- "I" f3 HUACTYPE D' MIN, —4- —T4rkr0AT PRIME CO'-%,T Pa:1JEtvtEttf 9 °E Li TER L (6 Lf IN ATO Co 95% TEX 126E" ""—SECOND RY(TRENCHZOFIE`8 A0KFILL LU 2 T'd]DE NON-METALUC DETECTOR MARKING TAPE Ui 14 CA. SO UD C ORE DETECTI ON 'IRE TAPED TO, PIPE. 111ITIALBACKPILL z 90, —BEDDING EEDDING� 6- ENV ELOPE OF SAND AROUND PIPE. CLASS 1. 11, 111 MATERIALS IPEA GRj.VEL SAND, CRUSHED UtIESTONE,, LtILT141 BACKFILL b" ENVELOPE OF SAND AROUND PIPE. CLASS 1, H. III MATERIALS fPEA GR%,VEL SVID. --PIPE OZ. —6r'— CRUSHED LIMESTONE) C61.1PACTED PER SPEC 023220 SECOND A —RYB-,KFI LL FLEXIBLE BASE OR SELECT BACKFILL COMPACTED IN 6-LIFTS TO 95 ,- STD PAVEMENT REPAIR PROCTOR, ORFLO,,'x ABLE FILL TRENCH DETAIL N.T.S. ZONING: GB GENERAL BUSINESS ZONING GB (GENERAL BUSINESS) PROPOSED USE CONVENIENCE STORE WITH GAS PUMPS BUILDING AREA(GROSS SF) 1200 SF BUILDING HEIGHT 14'-1" (1 STORY) S.F. ACRES MURPHY AREA 36,172 0.830 IMPERVIOUS SURFACE (69%) 24,955 0.572 TOTAL PARKING: 5 REQUIRED/5 PROVIDED REQUIRED/ PROVIDED HANDICAP SPACES 1 SETBACKS FRONT: 50' PER OVERLAY ON FM 3009 SIGNAGE GENERAL SITE NOTES EXISTING LEGEND UTILITY POLE STREET SIGN --------- OHU 0HU - --------------- = OVERHEAD U11UTY LINE = EXISTING STORM PIPE -------- G --Lj-C--'Gl, G = UNDERGROUND GAS UINE(AS MARKED BY UTILITY) UT UT = UNDERGROUND COMM LINE(AS MARKED BY UTILITY) w w --------------- = UNDERGROUND WATER LINE(PER UTILITY MAP) UGSS = UNDERGROUND SANITARY SEWER LINE = EXISTING CONCRETE CURB & GUTTER = ROAD CENTERLINE = EXISTING BUILDING PROPOSED LEGEND = BOUNDARY LINE = CONCRETE INTEGRAL CURB = 8FT HIGH RETAINING WALL = CONCRETE BOLLARD = PAVEMENT PATCH/REPAIR (SEE DETAIL THIS PAGE) = 5FT SIDEWALK = UNDERGROUND STORAGE TANKS CONCRETE PAD = TRASH ENCLOSURE CONCRETE PAD ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT 11ME OF BUILDING PERMIT. THE SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO SCHERTZ UNIFIED DEVELOPMENT CODE AT THE 11ME OF BUILDING PERMIT. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO21OF, DATED NOVEMBER 2, 2007, THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOOD PLAIN. APPROVAL OF THE CITY OF SCHERTZ THIS SITE PLAN OF THE HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF SCHERTZ DEVELOPMENT REVIEW STAFF, AND IS HEREBY APPROVED ON THIS DAY OF 20 INSPECTION DIVISION PLANNING DIVISION ENGINEERING DEPARTMENT PUBLIC WORKS DEPARTMENT FIRE DEPARTMENT PARKS & RECREATION DEPARTMENT OWNER: SCHERTZ 3009, LTD DEVELOPER: MURPHY OIL USA INC 8100 BROADWAY SUITE 205 422 NORTH WASHINGTON 1856 Lockhill-Selma, Suite 105 SAN ANTONIO, TX 78209 EL DORADO, AR 71730 Son Antonio, Texas 78213 CONTACT: PAUL BLACKBURN CONTACT: GAVIN BALLINGER PH. 210-342-9455 (P):210- 828 -7654 (P):870- 866 -7176 FAX 210-342-9524 (F):210- 862 -7654 C 1990-2014, Maverick Land Surveying Co.1 SITE PLAN EXHIBIT reen erg arrow SCHERTZ 30069 MARKET SUBDIVISION LOT 21 BLOCK 11 0.83 ACRES 1430 W. PEACHTREE ST. NW SUITE 200 853 FM 3009 ATLANTA, GA 30309 PHONE: (404) 6014000 CITY OF SCHERTZ GUADALUPE COUNTY, TEXAS FAX: (404) 6013970 REV-0 03-06-14 DWG NAME: SCHERTZ, TX REV-1 04-25-14 � JOB NO.: 20130204 gEV-2 05-27-14 REA YEO TA TA REV-3 0115-09-14 PRIN PM DES DRW SHEET N SP-1 I GENERAL SITE NOTES EXISTING LEGEND UTILITY POLE STREET SIGN --------- OHU 0HU - --------------- = OVERHEAD U11UTY LINE = EXISTING STORM PIPE -------- G --Lj-C--'Gl, G = UNDERGROUND GAS UINE(AS MARKED BY UTILITY) UT UT = UNDERGROUND COMM LINE(AS MARKED BY UTILITY) w w --------------- = UNDERGROUND WATER LINE(PER UTILITY MAP) UGSS = UNDERGROUND SANITARY SEWER LINE = EXISTING CONCRETE CURB & GUTTER = ROAD CENTERLINE = EXISTING BUILDING PROPOSED LEGEND = BOUNDARY LINE = CONCRETE INTEGRAL CURB = 8FT HIGH RETAINING WALL = CONCRETE BOLLARD = PAVEMENT PATCH/REPAIR (SEE DETAIL THIS PAGE) = 5FT SIDEWALK = UNDERGROUND STORAGE TANKS CONCRETE PAD = TRASH ENCLOSURE CONCRETE PAD ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT 11ME OF BUILDING PERMIT. THE SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO SCHERTZ UNIFIED DEVELOPMENT CODE AT THE 11ME OF BUILDING PERMIT. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO21OF, DATED NOVEMBER 2, 2007, THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOOD PLAIN. APPROVAL OF THE CITY OF SCHERTZ THIS SITE PLAN OF THE HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF SCHERTZ DEVELOPMENT REVIEW STAFF, AND IS HEREBY APPROVED ON THIS DAY OF 20 INSPECTION DIVISION PLANNING DIVISION ENGINEERING DEPARTMENT PUBLIC WORKS DEPARTMENT FIRE DEPARTMENT PARKS & RECREATION DEPARTMENT OWNER: SCHERTZ 3009, LTD DEVELOPER: MURPHY OIL USA INC 8100 BROADWAY SUITE 205 422 NORTH WASHINGTON 1856 Lockhill-Selma, Suite 105 SAN ANTONIO, TX 78209 EL DORADO, AR 71730 Son Antonio, Texas 78213 CONTACT: PAUL BLACKBURN CONTACT: GAVIN BALLINGER PH. 210-342-9455 (P):210- 828 -7654 (P):870- 866 -7176 FAX 210-342-9524 (F):210- 862 -7654 C 1990-2014, Maverick Land Surveying Co.1 SITE PLAN EXHIBIT reen erg arrow SCHERTZ 30069 MARKET SUBDIVISION LOT 21 BLOCK 11 0.83 ACRES 1430 W. PEACHTREE ST. NW SUITE 200 853 FM 3009 ATLANTA, GA 30309 PHONE: (404) 6014000 CITY OF SCHERTZ GUADALUPE COUNTY, TEXAS FAX: (404) 6013970 REV-0 03-06-14 DWG NAME: SCHERTZ, TX REV-1 04-25-14 � JOB NO.: 20130204 gEV-2 05-27-14 REA YEO TA TA REV-3 0115-09-14 PRIN PM DES DRW SHEET N SP-1 I ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT 11ME OF BUILDING PERMIT. THE SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO SCHERTZ UNIFIED DEVELOPMENT CODE AT THE 11ME OF BUILDING PERMIT. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO21OF, DATED NOVEMBER 2, 2007, THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100-YEAR FLOOD PLAIN. APPROVAL OF THE CITY OF SCHERTZ THIS SITE PLAN OF THE HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF SCHERTZ DEVELOPMENT REVIEW STAFF, AND IS HEREBY APPROVED ON THIS DAY OF 20 INSPECTION DIVISION PLANNING DIVISION ENGINEERING DEPARTMENT PUBLIC WORKS DEPARTMENT FIRE DEPARTMENT PARKS & RECREATION DEPARTMENT OWNER: SCHERTZ 3009, LTD DEVELOPER: MURPHY OIL USA INC 8100 BROADWAY SUITE 205 422 NORTH WASHINGTON 1856 Lockhill-Selma, Suite 105 SAN ANTONIO, TX 78209 EL DORADO, AR 71730 Son Antonio, Texas 78213 CONTACT: PAUL BLACKBURN CONTACT: GAVIN BALLINGER PH. 210-342-9455 (P):210- 828 -7654 (P):870- 866 -7176 FAX 210-342-9524 (F):210- 862 -7654 C 1990-2014, Maverick Land Surveying Co.1 SITE PLAN EXHIBIT reen erg arrow SCHERTZ 30069 MARKET SUBDIVISION LOT 21 BLOCK 11 0.83 ACRES 1430 W. PEACHTREE ST. NW SUITE 200 853 FM 3009 ATLANTA, GA 30309 PHONE: (404) 6014000 CITY OF SCHERTZ GUADALUPE COUNTY, TEXAS FAX: (404) 6013970 REV-0 03-06-14 DWG NAME: SCHERTZ, TX REV-1 04-25-14 � JOB NO.: 20130204 gEV-2 05-27-14 REA YEO TA TA REV-3 0115-09-14 PRIN PM DES DRW SHEET N SP-1 I OWNER: SCHERTZ 3009, LTD DEVELOPER: MURPHY OIL USA INC 8100 BROADWAY SUITE 205 422 NORTH WASHINGTON 1856 Lockhill-Selma, Suite 105 SAN ANTONIO, TX 78209 EL DORADO, AR 71730 Son Antonio, Texas 78213 CONTACT: PAUL BLACKBURN CONTACT: GAVIN BALLINGER PH. 210-342-9455 (P):210- 828 -7654 (P):870- 866 -7176 FAX 210-342-9524 (F):210- 862 -7654 C 1990-2014, Maverick Land Surveying Co.1 SITE PLAN EXHIBIT reen erg arrow SCHERTZ 30069 MARKET SUBDIVISION LOT 21 BLOCK 11 0.83 ACRES 1430 W. PEACHTREE ST. NW SUITE 200 853 FM 3009 ATLANTA, GA 30309 PHONE: (404) 6014000 CITY OF SCHERTZ GUADALUPE COUNTY, TEXAS FAX: (404) 6013970 REV-0 03-06-14 DWG NAME: SCHERTZ, TX REV-1 04-25-14 � JOB NO.: 20130204 gEV-2 05-27-14 REA YEO TA TA REV-3 0115-09-14 PRIN PM DES DRW SHEET N SP-1 I l� t - �r 50B SHUMARD OAK Quercu s shumardii ercu 1 ' FM 3009 (1 TREE PER 20 LF) 2 YA HOLLY Ilex ex v omitora A �7 r' BERMUDA' SODS,. L Querccus laceyi 2.5" CAL. 501 4 r` 4 4 r C Lul MC 44 50A — 3 GAL. () — 50B —• " — 50B GRAYLEAF COTONEASTER Cotoneaster glaucophylla 3 GAL. F SM 37 DWARF PALMETTO Sobal + i F� TI Z = 1" RPZ BACKFLOW PREVENTER — 50A —` ND 24 4 Gc_8 50B HM —� 50B — 508 — .: 0'' ,,i 50B— 4 b _ 50B A 4 BERMUDA SOD 2,375 SF 3�6 tl C — 50Bw a 50B � — 50B l� L �— 1 1. ....... / 50B 1 50B — C-3 ....v I t - �r 50B SHUMARD OAK Quercu s shumardii ercu 1 ' FM 3009 (1 TREE PER 20 LF) 2 YA HOLLY Ilex ex v omitora A �7 12 BERMUDA' SODS,. L Querccus laceyi 2.5" CAL. 501 4 4 4 4 r C Lul MC 44 50A — 3 GAL. C ++ — 50B GRAYLEAF COTONEASTER Cotoneaster glaucophylla 3 GAL. F SM 37 DWARF PALMETTO Sobal + i F� TI Z = 1" RPZ BACKFLOW PREVENTER ,� 4 ND 24 4 5 GAL. 24" HEIGHT HM —� 50B Hairyawn Muhly Grass Muhlenbergia capdaris 'hairyawn' 3 GAL. .: 0'' ,,i _ —=�50B Stt� 5 4 1 A 4 } .=_. �j �_ 50A -_�— L �— 1 1. ....... / 50B 1 50B — C-3 ....v I t - �r 50B SHUMARD OAK Quercu s shumardii ercu 1 ' FM 3009 (1 TREE PER 20 LF) 2 YA HOLLY Ilex ex v omitora 190 LF OF FRONTAGE / 20 LF = �7 12 BERMUDA' SODS,. L Querccus laceyi 2.5" CAL. 501 4 4 501 1 I ti ,4 }t 1 t ODEGRADABLE TWINE STRAPS (3) AT 20° APART. ATTACH IN A BRANCH CROTCH DPROX. 1/3 THE HEIGHT OF THE MAIN rEM, OR AT FIRST AVAILABLE BRANCH ROTCH ABOVE THAT POINT -T PLANT WITH 1/8 HEIGHT OF DOTBALL ABOVE EXISTING GRADE INESTRAW MULCH, 3" MIN. REATE SOIL SAUCER W/ TOPSOIL. TAKES 2 "X2" WOODEN STAKES OR ETAL ANCHORS. CUT STAKES LONG NOUGH FOR SECURE GRIP IN SUBGRADE. NGLE STAKES 20- 30'OFF VERTICAL. SE 3 STAKES PLACED EQUAL DISTANCE PART. 4 STAKES MAY BE NECESSARY FOR REES GREATER THAN 4" CALIPER. INISHED GRADE ,LL (SEE ROOTBALL -AIL) LG SOIL MIX JRBED SUBGRADE. NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. DECIDUOUS TREE PLANTING SoA N.T.S. `MET 4" TYP. SET TOP OF ROOTBALL 2" ABOVE FINISHED GRADE MULCH - 1/2" DEEP AT STEM, 3" DEEP BETWEEN PLANTS. CREATE SOIL SAUCER W/ TOPSOIL MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUND -COVER BED. AMEND W /PEAT MOSS. OR PLANTING SOIL. FINISHED GRADE (SEE GRADING PLAN) PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL SHRUB PLANTING 50B N.T.S. STREET TREE CALCULATIONS t - �r 50B SHUMARD OAK Quercu s shumardii ercu REQUIRED PROVIDED FM 3009 (1 TREE PER 20 LF) 2 YA HOLLY Ilex ex v omitora 190 LF OF FRONTAGE / 20 LF = 10 12 BERMUDA' SODS,. L Querccus laceyi 2.5" CAL. _-- 11,600 SF 4 4 Texas Ash Fraxinus texensis 4 r C Lul MC 21 50A — 3 GAL. C ++ — 50B GRAYLEAF COTONEASTER Cotoneaster glaucophylla 3 GAL. F SM 37 DWARF PALMETTO Sobal + i F� TI Z = 1" RPZ BACKFLOW PREVENTER ,� i C ND 24 .. - 50B 5 GAL. 24" HEIGHT HM —� 50B Hairyawn Muhly Grass Muhlenbergia capdaris 'hairyawn' 3 GAL. .: 0'' ,,i _ —=�50B Stt� 5 �� 40' } .=_. �j �_ 50A -_�— ..., n 50B � 1 I ti ,4 }t 1 t ODEGRADABLE TWINE STRAPS (3) AT 20° APART. ATTACH IN A BRANCH CROTCH DPROX. 1/3 THE HEIGHT OF THE MAIN rEM, OR AT FIRST AVAILABLE BRANCH ROTCH ABOVE THAT POINT -T PLANT WITH 1/8 HEIGHT OF DOTBALL ABOVE EXISTING GRADE INESTRAW MULCH, 3" MIN. REATE SOIL SAUCER W/ TOPSOIL. TAKES 2 "X2" WOODEN STAKES OR ETAL ANCHORS. CUT STAKES LONG NOUGH FOR SECURE GRIP IN SUBGRADE. NGLE STAKES 20- 30'OFF VERTICAL. SE 3 STAKES PLACED EQUAL DISTANCE PART. 4 STAKES MAY BE NECESSARY FOR REES GREATER THAN 4" CALIPER. INISHED GRADE ,LL (SEE ROOTBALL -AIL) LG SOIL MIX JRBED SUBGRADE. NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. DECIDUOUS TREE PLANTING SoA N.T.S. `MET 4" TYP. SET TOP OF ROOTBALL 2" ABOVE FINISHED GRADE MULCH - 1/2" DEEP AT STEM, 3" DEEP BETWEEN PLANTS. CREATE SOIL SAUCER W/ TOPSOIL MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUND -COVER BED. AMEND W /PEAT MOSS. OR PLANTING SOIL. FINISHED GRADE (SEE GRADING PLAN) PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL SHRUB PLANTING 50B N.T.S. STREET TREE CALCULATIONS g SHUMARD OAK Quercu s shumardii ercu REQUIRED PROVIDED FM 3009 (1 TREE PER 20 LF) 2 YA HOLLY Ilex ex v omitora 190 LF OF FRONTAGE / 20 LF = 10 12 EBEL ROAD (1 SHADE TREE PER 50 LF) L Querccus laceyi 2.5" CAL. 166 LF OF FRONTAGE / 50LF = 4 4 KEY QTY COMMON NAME/ BOTANICAL NAME %s 0 SIZE REMARKS QS g SHUMARD OAK Quercu s shumardii ercu 3" CAL. STRAIGHT TRUNK, GOOD HEAD IV 2 YA HOLLY Ilex ex v omitora 2.5" CAL. STRAIGHT, FULL TO GROUND QL 12 L Querccus laceyi 2.5" CAL. STRAIGHT TRUNK, GOOD HEAD FT q Texas Ash Fraxinus texensis 2.5" CAL. STRAIGHT TRUNK, GOOD HEAD MC 21 WAX MYRTLE Myrica cerifera 3 GAL. 36' O.C. GC 175 GRAYLEAF COTONEASTER Cotoneaster glaucophylla 3 GAL. 36' O.C. SM 37 DWARF PALMETTO Sobal 5 GAL. 24" HEIGHT Z = 1" RPZ BACKFLOW PREVENTER minor = 1" IRRIGATION BACKFLOW PREVENTER ND 24 Harbour Dwarf NandinQ Nandina domestics Harbour Dwarf" 5 GAL. 24" HEIGHT HM 200 Hairyawn Muhly Grass Muhlenbergia capdaris 'hairyawn' 3 GAL. 18" HEIGHT IRRIGATION NOTE ALL GREEN SPACE AND LANDSCAPING WILL BE MAINTAINED BY AUTOMATIC INGROUND WATERING SYSTEM GENERAL LANDSCAPE NOTES A. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS. B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. C. ALL LANDSCAPE MATERIALS SHALL BE IN COMPLIANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK. (ANSI —Z60.1 -1986) D. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL. APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED /SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE IS RE— ESTABLISHED. ANY AREAS DISTURBED SHALL ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. E. CONTRACTOR IS TO VERIFY LOCATION OF MASTER DEVELOPMENT IRRIGATION SYSTEM, VALVE BOXES, CONTROL BOXES, BACKFLOW PREVENTION DEVICES AND OTHER ITEMS WHICH ARE PART OF THE SYSTEM. IF DAMAGED THEY MUST BE REPAIRED AT CONTRACTOR'S COST. F. CONTRACTOR IS TO PROTECT EXISTING LANDSCAPING /IRRIGATION MATERIALS. G. ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY LANDSCAPE ARCHITECT AND /OR OWNER. THE CONTRACTOR SHALL ASSUME MAINTENANCE RESPONSIBILITIES FOR A MINIMUM OF ONE (1) YEAR OR UNTIL SECOND CUTTING, WHICHEVER IS LONGER. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, RESEEDING, AND OTHER OPERATIONS NECESSARY TO KEEP ALL LAWN AREAS IN A THRIVING CONDITIONS. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES. AFTER LAWN AREA HAVE GERMINATED, AREAS WHICH FAIL TO SHOW A UNIFORM STAND OF GRASS FOR ANY REASON WHATSOEVER SHALL BE RE— SEEDED REPEATEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND OF GRASS. MINIMUM ACCEPTANCE OF SEEDED LAWN AREAS MAY INCLUDE SCATTERED BARE SPOTS, NONE OF WHICH ARE LARGER THAN 1 SQUARE FOOT, AND WHEN COMBINED DO NOT EXCEED 27o OF TOTAL SEEDED LAWN AREA. 20 0 10 20 ( IN FEET ) 1 inch = 20 ft ZONING: GB GENERAL BUSINESS EXISTING LEGEND PROPOSED LEGEND = UTILITY POLE = STREET SIGN U = OVERHEAD U11UTY LINE ®� = EXISTING STORM PIPE 3 UGG :3 = UNDERGROUND GAS UNE(AS MARKED BY U11UTY) UT -t�Ut UT = UNDERGROUND COMM UNE(AS MARKED BY UTILITY) UGW STM -> STM -> W __­ - W = UNDERGROUND WATER LINE PER U11UTY MAP) U S S = CLEAN OUT = UNDERGROUND SANITARY SEWER LINE = CURB INLET EXISTING CONCRETE CURB & GUTTER _ ................... _.............wm. = ROAD CENTERLINE II I' I = EXISTING BUILDING L -- -- 5� n �1[] PROPOSED LEGEND 10 SODDED AREA (TYPE...) ❑ LANDSCAPE DETAILS 50A TREE PLANTING (TYP) 508 SHRUB PLANTING (TYP.) = BOUNDARY LINE = CONCRETE INTEGRAL CURB SAN> = SANITARY SEWER SERVICE UE = UNDERGROUND ELECTRIC SERVICE T = UNDERGROUND TELEPHONE SERVICE 1 -1/4 "W = WATER SERVICE STM -> STM -> = PROPOSED STORM SEWER PIPE = 8FT HIGH RETAINING WALL = CLEAN OUT = CURB INLET = CONCRETE BOLLARD = PROPOSED FIRE HYDRANT O O = GREASE TRAP 5� n �1[] = 90 DEGREE BEND j� [] = TEE INTERSECTION W M = 1" DOMESTIC WATER METER = 1" IRRIGATION METER Z = 1" RPZ BACKFLOW PREVENTER = 1" IRRIGATION BACKFLOW PREVENTER = TYPICAL PLANTING WITH QUANTITY AND KEY (SEE PLANT LIST) Q LANDSCAPE NOTES 10 SODDED AREA (TYPE...) ❑ LANDSCAPE DETAILS 50A TREE PLANTING (TYP) 508 SHRUB PLANTING (TYP.) Mal RIGHT ELEVATION: „'_51/2° 26'_0~ 8'_6 1/2° FMS 110 + -1 1/2' 13 +x4. 22 -6 1/2" 1 BRICK 2- 8-10 T_3" TOTAL AREA = 633.13 TOTAL AREA MINUS OPENING = 511.27 STUCCO = 295.49 = 58% BRICK = 215.78 = 42% EFIS 1 1 . '� �`�; ' -4# s° EFIS RAISED CHANNEi LETTERS a OTHERS c- , 1 , , , 1 ! ! 1 , EFIS ..�.�., _., ...................... .....L.......:..............,.. ::::............ 1.......:.................................................................................................................................................................................... ::�.. :.r.: ::::::.::::::::::;::::::.::.:::;::.:::::.......::.::::.::::..;::;::::::::::::::: ..... ................................ }} ¢ '. ... ..... ... .....................,..................................................................................... _ ..................................................................................................................................................... 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C -5 OPEN BY FMS EXTERIOR ELEVATION (SOUTH) , C -6 "REAL RED" SIN #6868 BY FMS �31/21111 = 11.011 ■� iii Miiii■ �1 MODEL .1 CLOSED POSITION DATE BY CHK REVISIONS ENGINEEREGOR�D: MANUFACTURER; CUSTOMER; DWG COORDINATED BY: SEAL; JOB #T 134MU518 Oil " �B� rd>L�y��e 853 FM 3009 Roy Richard Or. These drawings and all information hereon are of a confidential nature and 1801 Rockdale Industrial Blvd. Voice: (800) 366 -6385 rf y Charles H. Moss PE r remain the property of Frey -Moss Structures, Inc. (FMS). Any use or , Conyers, Georgia 30012 Fax: (770) 483-6037 DATE: 312412014 @ Ebel Rd. mm reproduction of these drawings for any purpose, except by written P.O. Box 28 .>o++ permission of Frey-Moss Structures, Inc. is strictly prohibited. Covington, GA 30015 261-8" X 45' -0" Modular C- t ®re CHECKED BY: Shertz, Tx 78154 1302 Eska Way www.frey- moss.cam O 1V1 Email: chmai @aol.com © 2003 Frey -Moss Structures, Inc. All rights reserved Silverton, Oregon 97381 S • T • R • U • C - T U R E S fms @fret'- moss.com SCALE : 1 I2" = _ 1' -O" 05/27/14 REVISED PER CITY COMMENTS (GF) Exterior Elevations DATE: 313112014 1 of 18 04126114 TR 1. Revised per Local Comments DRAWING #- MU1200ND.14.02 le) b %0 - I 00 i "4-1 � 5 =F.Tr,---F— I 1 11 I I I 11­7­71 1 1 1 FROST PROOF HOSE BIBB -J 1+1 1+1 - - - - - - - ARRO-MEAll BRMS- MDULTS- A-It - - - -- 1� - --------- - - - - -+ OR EQUAL @ 24" AFF ENCLOSURE K-C�EXTERIOR ELEVATION- (EAST) W1 /211 = 1 1.0 if KEYED NOTES"ho. �7 ALUMINUM STOREFRONT SYSTEM, I G4MU518 853 FM 3009 Roy Richard Dr. 3 X 2 PAINTED METAL CORRUGATED DOWN SPOUTS C-3 DOORS (EXTERIOR SIDE) AND DOOR FRAMES PAINTED O PERIMETER WALL WASH LIGHTING SHEET EL2 EXTERIOR FINISHES: EFIS STUCCO FINISH OVER 1 1/2' POLYSTYRENE BY FMS BRICK THIN BRICK BY ENDICOTT BY GLAZING: MTL 20 GA. SHEt IMIt IAL kVNLt_SS NOTED OTHERWISE) BY FMS [�AUCco_j STUCCO FLEX FINISH BY FMS EXTER10"R PAINTS/Low;OLORS 46'-0" C-1 THIN BRICK — LIGHT SANDSTONE VELOUR (WIRE CUT FINISH) LEFT ELEVATION (EAST): FMS C-2 THIN BRICK — EMPIRE IVORY VELOUR (WIRE CUT FINISH) 8' -61/2m FMS C-3 "DORMER BROWN' SW #7521 26'-00 11' -5 1/2` FMS C-4 "SUMMIT GRAY- SW# 7669 BY FMS C-5 OPEN BY FMS C-6 "REAL RED" SW #6868 BY 22'-61/2- -0 -0 116-11 1/2' TOTAL AREA 633.13 TOTAL AREA = 633.13 W-W TOTAL AREA BELOW ROOFLINE TOTAL AREA MINUS OPENING =466.98 99 425.00 EFIS EFIS STUCCO = 295.49 = 63% C C-3 REQUIRED GLAZING (30) = 137.10 % BRICK 171.49 = 37% PROPOSED GLAZING AREA 148.60 ........... ............... .............. .......... ...................... ............................... ............ ............. ............. ............... . . . . . . . . . . .......................... ............. .............. ............................... ............. ........ I .............. .......................... .......... ............ ......... ........................ ...... ...... .. . ............ .... .. ........... PROPOSED GLAZING 35% ........... ....... ...... .... ...... I ...... . . . .......... ...... xe........ ........... ..... ..... ....... ..... . .. ..... ... ....... EFIS . ..... ...... . . . ..... .......... . _j ...... . ........ ....................... ..... . ....... .............................. •..... .............. ................ ....... ............ ­ ............... – ............ •­ .......... ................ ....... .......... ... _ ..... = ...... .......... .. ...... . ..... . ty C —4 I�'.�.'-'..�'..'-.'-.'-�"..'-.'-� .............. ....... .... ......... ............ ............ ........ ....... .......... .... • . ........... ................... _ ......... ............... .. .... ........ ........ ..... ............ ....... .. .................. .... ........... =.., ............... ................ ....... I....." .................. ..... :....... :::':::. °:•:: .. ............. ..... . ......... . ....... ... ....................... .. ................ ... ..... ........ ...... ................. ---------------------- --------- .......... .......... .................. ............ ............ . ................ I ........ ....... ........... *: ...... =..1.%..%1.-.1.1.1 ...... -- ...... ........ ---------- ------------------------------ EFIS r--- %a%o ---- ... ', .. ....... . . .......... . . ........ .................... ...... !i�i"�;�_;;�4,*W�-4N�1?4�� .. ... ....... . . . . . ... 1.1.*.,.*.,.,.,.,.,.-.,.-.,.*.,.,.,.,.,.,�'."*.,.,.,.,.,.,.*.,.".*.,.,.*.'�,-'�l.'.*�1.1.1.*.,.,.,.,.,.,.,�l.,.-.,.,.,.,.I ........ ........ .............. ....... I ...... ........ ..... ..... . ... ---------------------------------------------------------------- C14 ..... . ...................................... ...... ....... ....... ................ ..... ........... ...... .......... ........ ................. ........ C ts.................. .. ............. . .. ............... ....... ................ ............. ......... .... ...... .......... . ................. . ................ ................ .. .. ............. .......... .............. ......... .................. ...................... ................ ............. ­ ............ ................. tt -4--4 - - ---------------------------------------------------------- 4 4 -------------------------------------------------------------------------------------------------------------- . .... ... .... .. - ....... .............. ............ ............ ........... ............. ­ ........... ­* ................... .............. I ........ ....... . ................... .................... .......... ...... ............... ............... .................. ..................... .......... ....... ....... ...... ...... .... ............ .... ..... ...... ................. ...... im EFIS .......... ................ ............ ......... .............. ........ ...... .............. ...... ........... I ........... ....... ............ _ ;.– 11� ------ ...... .................. ............ ....... ...... ........... — — — — — — — — ............. ...... .... ..... .. .............. .......... ....... .. .... .... ........ .... .......... ...... .. .. . .... ........ . . . . . . . . . . . . . ... ... ....... ......... ............ ............. ........ ........ I C —6 .......... ..... .............. ................... ............. ...... .... ... -- — — — — -- .................. ............... ........ . ........ . ..... ---- --- .......... ........... ................... __ .......... ................ . ............ ........... % ..... ­1.1 ....... ............. ........... ................. ............... ..... ................ le) b %0 - I 00 i "4-1 � 5 =F.Tr,---F— I 1 11 I I I 11­7­71 1 1 1 FROST PROOF HOSE BIBB -J 1+1 1+1 - - - - - - - ARRO-MEAll BRMS- MDULTS- A-It - - - -- 1� - --------- - - - - -+ OR EQUAL @ 24" AFF ENCLOSURE K-C�EXTERIOR ELEVATION- (EAST) W1 /211 = 1 1.0 if KEYED NOTES"ho. �7 ALUMINUM STOREFRONT SYSTEM, I G4MU518 853 FM 3009 Roy Richard Dr. 3 X 2 PAINTED METAL CORRUGATED DOWN SPOUTS C-3 DOORS (EXTERIOR SIDE) AND DOOR FRAMES PAINTED O PERIMETER WALL WASH LIGHTING SHEET EL2 EXTERIOR FINISHES: EFIS STUCCO FINISH OVER 1 1/2' POLYSTYRENE BY FMS BRICK THIN BRICK BY ENDICOTT BY FMS MTL 20 GA. SHEt IMIt IAL kVNLt_SS NOTED OTHERWISE) BY FMS [�AUCco_j STUCCO FLEX FINISH BY FMS EXTER10"R PAINTS/Low;OLORS C-1 THIN BRICK — LIGHT SANDSTONE VELOUR (WIRE CUT FINISH) BY FMS C-2 THIN BRICK — EMPIRE IVORY VELOUR (WIRE CUT FINISH) BY FMS C-3 "DORMER BROWN' SW #7521 BY FMS C-4 "SUMMIT GRAY- SW# 7669 BY FMS C-5 OPEN BY FMS C-6 "REAL RED" SW #6868 BY FMS These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. @ 2003 Frey-Moss Structures, Inc. All rights reserved DATE BY CHK REVISIONS 05/27/14 REVISED PER CITY COMMENTS (GF) 04126114 TR 1. Revised per Local Comments 1.11 ------- ------------ I ErA on I �E EFIS C-6 27'-10'* 27-e TAMPER PROOF SCREWS' BRICK C-1 BRICK] C-2 F IJ ---12 GA x 3" LOCKING BAR PAINTED TO MATCH DOOR .:t "2 _--U-BOLT WITH LOCK (BY OTHERS) R 71 BRICK I N C-1 DOOR STOP 4 PROVIDED BY COOLER MANUFACTURER :t ENGINEER OF RECORD: Charles H. Moss, PE P.O. Box 28 Covington, GA 30015 Email: chmai@aol.com DWG COORDINATED BY: DATE: 3/24/2014 CHECKED BY: gl�wl gave"14'e'd DATE: 3131/2014 r CONCEALED IN THE AWNING AND TOWER - MODEL EX60 BY WHEATBELT - CLOSED POSITION JOB # I G4MU518 853 FM 3009 Roy Richard Dr. @ Ebel Rd. Shertz, Tx 78154 SCALE: 1/2" = 1'•0" DRAWING# - MU120OND.14.02 E1 SCALE: 3/16" " WIDE CORNER (TYP.) I v c.a z io zt REAR ELEVATION SCALE: 3/16" RIGHT SIDE ELEVATION SCALE: 3/ 1 6" = "It—O" 122' -4' 0/0 FASCIA These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. © 2003 Frey -Moss Structures, Inc. All rights reserved DATE BY CHK REVISIONS 05/27/14 REVISED PER CITY COMMENTS (GF) 04126114 JTR 1. Revised per Local Comments ENGINEER OF RECORD: Charles H. Moss, PE P.O. Box 28 Covington, GA 30015 Email: chmai @aol.com 4' WIDE CORNER (TYP WIDE CORNER (TYP.) U-1-1 Uj z o Q w cr, v 1 ao � d- /SOFFIT k� LEFT SIDE ELEVATION SCALE: 3/16' r 00 Q 46' -0' 0/0 FASCIA N #BP2 18 GA. GALV. HAT #BP1 18 GA. GALV. HAT #BP2 18 GA. GALV. HAT Coll C4 :31 T 1= =� — — — — — — + N ELEVATION 99I3" & "D" SCALE: 1/4" = 1' -0" 4' WIDE CORNER (TYP.) (2) #10 x 3/4' LG. HEX NEARS PER JOINT FIELD CUT, ROUTE & BEND THIS JOINT TO FIT ACM FASCIA PANELS CORNER TRIG; SECTION "A" SECTION 99B$9 I (_j I 18 GA GALV. HATS Fj I I I ( #OR1 OUTRIGGER (TYP.) I to gin. vn�v. nniS SUPIrPTfANT 11i k-,/ JL JL V 1 V 121 ! SCALE: 1" = 1' -0" I CORNER FASCIA DETAIL I z aj I 18 GA. GALV. HATS N I #OR1 OUTRIGGER (TYP.) 18 GA. GALV. HATS Lj _L . — — — — — — — — — — — — — — — — — — — — — — — — — — — — H4�YP.) DWG COORDINATED BY: DATE: 312812014 CHECKED BY: &r'w qha~11e r'd DATE: 313112014 9' -6 518' 1/8- 9' -11 314' JOB #T G4MU519 853 FM 3009 Roy Richard Dr. @ Ebel Rd. Shell Tx 78154 SCALE: 3116" = 1' -0" DRAWING # - MU46122.14.00 E /0.% 2of5