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16-S-39 - Murphy Oil and Gas specific use permitAN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS TO APPROVE A SPECIFIC USE PERMIT TO ALLOW FOR OPERATION OF A CONVENIENCE STORE WITH GAS PUMPS AT 17601 FOUR OAKS LANE, SCHERTZ, GUADALUPE COUNTY, TEXAS WHEREAS, An application for Specific Use Permit to allow a Convenience Store with gas pumps at 17601 Four Oaks Lane, more particularly described in Exhibit A attached hereto and incorporated herein by reference, as Lot 9, Block 1 of the Murphy USA #7186 -Wal -Mart #3391 Subdivision (hereinafter, the "Property ") has been filed with the City; and WHEREAS, the City's Unified Development Code Section 21.5.11.E. 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 October 26, 2016, the Planning and Zoning Commission conducted a public hearing and, after considering the Conditions, hereby makes a recommendation of approval of a Specific Use Permit for a Convenience Store with gas pumps; and WHEREAS; on December 13, 2016 the City Council conducted a public hearing and after considering the Conditions and recommendation by the Planning and Zoning Commission, determined that the requested 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. A Specific Use Permit for 17601 Four Oaks Lane, as more particularly described in the attached Exhibit A, is hereby approved to allow a convenience store with gas pumps conditioned upon the following occurring: a) A building permit is approved within one year of the adoption of this ordinance; and b) The use begins operation within two years of the issuance of the necessary building permit(s). Section 2. 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 3. 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and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as to the matters resolved herein. WM11 ME �-' MI-INIMMMITAB 11101111 H111111 Section 5. 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 6. It is officially found, determined, and declared that the meetim at which this Ordinance is adopted was open to the public and public notice of the time, place, and subjecl matter of the public business to be considered at such meeting, including this Ordinance, was given, all as required by Chapter 5 5 1, as amended, Texas Government Code. Section 7. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 8. This Ordinance shall be cumulative • all other ordinances • the City • Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City • Schertz except insofar as the provisions thereof might • inconsistent • in conflict with the [trovisions of this Ordinance, in which event such conflicting provisions, if any, are here4 repealed. Approved on first reading the 13th day of December, 2016. Exhibit A "The Property" See Attached OWNER ADDRESS: 1683 WALNUT GROVE AVE OWNER ADDRESS: 70 NE LOOP 410 STE 450 ROSEMEAD, CA 91770 SAN ANTONIO, TX 78216 1671"10 hol 1111 101, KIM -_ - - all 12 1 l] 0 1 mil 0101=21 111110 FOUR OAKS LN SCHERTZ, TX 78151 ormo,100=1 L 0 00101mily'allolixem�• 1611"10 low'' 11 ff PROPERTY ADDRES991 1671"10 hol r", 1111 604, 6102 FM 3009 SCHERTZ, TX 7815-r� 6018 FM 3009 1 SCHERTZ, TX 7815 2049 TRIVIZ LAS CRUCES, NM 8801 50 0 0 215 510 IN FEET 1 inch = 50 ft EXISTING ACRES: 0.78 AC (PRE-DEVELOPED) PROPOSED ACRES: 0.78 AC (POST DEVELOPED) PROPOSED USE: CONVENIENCE STORE WITH GAS PUMPS il SITE LOCATION MAP N.T.S. ZONING: GB-2 GENERAL BUSINESS-2 DISTRICT LEGEND = PAINTED TRAFFIC STRIPE = EASEMENT LINE = EXISTING CONCRETE CURB & GUTTER = BOUNDARY LINE = CONCRETE INTEGRAL CURB - - - - - - - - - -- -- - - - -- - -- = WOOD FENCE — - — - — - — = ADJACENT PARCEL BOUNDARY = EXISTING ELECTRICAL METER & JUNCTION BOX = EXISTING SANITARY SEWER MANHOLE = EXISTING STREET SIGN = WATER METER = WATER VAL VE = CLEANOUT ------- = STORM DRAIN INLET ------------ = STORM DRAIN MANHOLE = EXISTING TRAFFIC FLOW DIRECTION = UTILITY POLE = EXISTING TREE = CONCRETE PAVEMENT/SIDEWALK 911r, a "M I GENERAL SITE NOTES 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. DOLMAN ROBERT & CHRISTINE TRUST LAND USE: BANK P.O. BOX 552 MCARTHUR, CA 96056 PROPERTY ID: 126128 FM 3009 RETAIL BLOCK 1, LOT 3 1.098 AC LINE OF F.M. 3009 ..... ....... .. 240' TO INTERSECTION— ............ ... FOUR (C)AK!1`53)�' LANEC."_'. 'K RULT TRA IL) (60' PQBLIC RIGHT OF WAY�) (ASF` BHA, LTA'A,W,M FAT T) (M 6, frp, 077-6742, AR.) EXISTING LATITUDE. 29 36'13.25" NORTH SIDEWALK P E: LONGITUDE: 98'16'41.95" WEST rs NWC 3009/FOUR OAKS LTC LAND USE: RETAIL STRIP CENTER 6032 FOUR OAKS LN SHERTZ, TX 78154 PROPERTY ID: 129819 FM 3009 RETAIL BLOCK 1, LOT 7 3.562 AC ZONED GB-2� BENCHMARK IOSED 'Y' ON TOP NORTH BOL T -WALK ELEVATION=841,42 FEET FND. 112 "1, R: ul) ................................................................ ...... .. .. .. .. .. .. . . ......................... ............... — . ......... ............. ............... ... ............ ............... . . . . ........................... - — --------------- 00' 46� NIDHI PARTNERS LTD LAND USE: VACANT 201 QUARRY SPRINGS DR SAN MARCOS, TX 78666 PROPERTY ID: 131908 LA QUINTA INN–SCHERTZ BLOCK 1, LOT 5 1.413 AC ZONED GB-2 7, 2. 1 - ------------- -------------- ---------- --------- --------- -- - ------ -- ------ - -------- ---------- - ---------------- :11, ------------- ------------------------ ----------------- ------------------- -- — - --------------- k . I of---- [---2 LLJ IVOV 6.46' -i �` WAL–MART REAL ESTATE BUSINESS TRUST LAND USE: DISCOUNT STORE ° z BOX 8050 1 03 MS 0555 BENTONVILLE, AR 72712 -8050 1� 5 PROPERTY ID: 134191 3 WALMART SUPERCENTER BLOCK 1 LOT 10 1200SF-8(S) '3 0 q LIJ 23.967 AC 2015v2 I t 0 '00 n M-1 o) F.F.E 839.75 FUEL CANOPY 00 25' FIRE LANE A CONCRETE WHEEL STOP 0.35� (TYP) 164 SF ----------- .................. "o" 6. P'_. 6 i77 679, 4- X /'AIK PROPANE VACCUM PAD PAD ENCLOSURE WITH 0 SOLID METAL GATE ....... ... q, - ------ g V�' g' p ti is 7vt q F ------------- G"A V/ A ZONING: GB-2 GENERAL BUSINESS-2 DISTRICT ar PROPOSED TRAFFIC STOP BAR ZONING GB-2 (GENERAL BUSINESS) BOND BEAM TO BE CONVENIENCE STORE WITH GAS PROPOSED USE = EXISTING STREET SIGN PUMPS BUILDING AREA(GROSS SF) 1200 SF BUILDING HEIGHT 14'-1" (1 STORY) WITH CONCRETE. CONCRETE S.F. ACRES MURPHY AREA 33,899 0.780 IMPERVIOUS SURFACE (76%) 25,741 0.1590 TOTAL PARKING: EXIS77NG TREE 5 REQUIRED/ -3 PROVIDED REQUIRED/PROVIDED CONCRETE PAVEMENT/SIDEWALK HANDICAP SPACES 1 SETBACKS FRONT: 25' SIGNAGE Ao 20 0 10 20 IN FEET 1 inch = 20 ft 11• 1. 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. 2. THE SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO SCHERTZ UNIFIED DEVELOPMENT CODE AT THE TIME OF BUILDING PERMIT. 3. ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT TIME OF BUILDING PERMIT. INTERIOR LANDSCAPE AREA CALCULATION: GROSS PARKING AREA = 25,293 - 6,6854 (COVERED AREA) = 18,439 SF INTERIOR LANDSCAPE AREA REQUIRED = 18,439 X 0.10 = 1,843.9 USED 1,844 SF INTERIOR LANDSCAPE PARKING AREA PROVIDED = 718.9 SF + 501.6 SF + 408.1 SF + 330.6 SF = 1,59.2 SF vaim Come, Slore Iran i. f I&Dbukl. SITE LOCATION MAP N.T.S. PROPOSED TRAFFIC STOP BAR EXISTING ELECTRICAL METER & JUNCTION BOX BOND BEAM TO BE EXISTING SANITARY SEWER MANHOLE = EXISTING STREET SIGN REINFORCED AND FILLED A/ WATER VALVE CLEANOU T WITH CONCRETE. CONCRETE STORM DRAIN INLET STORM DRAIN MANHOLE TO BE ROLLED OVER CONCRETE BOLLARD UTILITY POLE EXIS77NG TREE CONCRETE PAVEMENT/SIDEWALK UNDERGROUND STORAGE TANKS CONCRETE PAD L — — — — — TRASH ENCLOSURE CONCRETE PAD . . . EXISTING BUILDING o VDIA. TYP. .1 00 • TYR OF 6. SEE SECTION 8 FOR LOCATION AND PLACEMENT I-Wx 7'-1/2- SOLID METAL GATE. FASTENED WITH (3) SELF TAPPING SCREWS PER 1­1 BOARD (MIDDLE, TOP, AND BOTTOM), COLOR TO MATCH BLDG. EXTERIOR FINISH 0 GATE PULL HANDLE. BOTH SIDES MONROE PH-0240 OR EQUIVALENT. MIN. SPECS; PROJECTION: 2.06" GRIP WIDTH: 0.56" GRIP HEIGHT: 1.00" 18, 8"_ 1 —16'-8" _8"_ 15'-4" El El 3' 3' 4'-8" '" — 4-8 3 7- 4D-6'DLk TYP. 0 #4 BARS 0 32" D.C. GROUT 4 J-BARS_ 0 32' D.C. I t REINFORCED VOID 00 A A 3' 8' MASONRY BLOCK O.C. WALL COLOR TO PLACED IN BOND BEAM AND MATCH BUILDING EMBEDDED IN CONCRETE I x4 x 7 -1/2" SOLID METAL GATE. EXTERIOR. FASTENED WITH (3) SELF TAPPING SCREWS PER BOARD (MIDDLE, TOP, AND BOTTOM). COLOR TO MATCH BLDG. EXTERIOR KNISH C IC GO mwmnmm PIM Va DUMESTER ENCLOSURE 11• 1. 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. 2. THE SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO SCHERTZ UNIFIED DEVELOPMENT CODE AT THE TIME OF BUILDING PERMIT. 3. ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT TIME OF BUILDING PERMIT. INTERIOR LANDSCAPE AREA CALCULATION: GROSS PARKING AREA = 25,293 - 6,6854 (COVERED AREA) = 18,439 SF INTERIOR LANDSCAPE AREA REQUIRED = 18,439 X 0.10 = 1,843.9 USED 1,844 SF INTERIOR LANDSCAPE PARKING AREA PROVIDED = 718.9 SF + 501.6 SF + 408.1 SF + 330.6 SF = 1,59.2 SF vaim Come, Slore Iran i. f I&Dbukl. SITE LOCATION MAP N.T.S. 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___. PROPOSED TRAFFIC STOP BAR EXISTING ELECTRICAL METER & JUNCTION BOX EXISTING SANITARY SEWER MANHOLE = EXISTING STREET SIGN WATER METER A/ WATER VALVE CLEANOU T STORM DRAIN INLET STORM DRAIN MANHOLE EXISTING TRAFFIC FLOW DIRECTION CONCRETE BOLLARD UTILITY POLE EXIS77NG TREE CONCRETE PAVEMENT/SIDEWALK UNDERGROUND STORAGE TANKS CONCRETE PAD L — — — — — TRASH ENCLOSURE CONCRETE PAD . . . EXISTING BUILDING 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 ( t NEW BED LINE F-0RMEh v RYE TRAIL) (60' PURL C RIGI-IT OF WAY) DWARF BURF9 D HOLLY GULF COAST MUHLY ('ASPHALT PA VEM FEN (14) (29) '° 44417 EX. TREE TO REMAIN BERMUDA GRASS EX. TREE TO REMAIN (2,075 sf) - -_ ---- 5PEAIC A/?/< Chi TOO NORTH BOLT BERMUDA GRASS GULF COAST MU MUHLY_ LE VA � N =, 41.42 FEET 7 (1,864 sf 8 DWARF BURFORD HOLLY 6) TIE NEW BED FWITH TO EXISTING PLANT BED SMOOTH f f t , 1 S, ,,,,,, ....... ............................. ............ .. , .... ,is •. .. t., '\—BERMUDA GRASS C (1541 sf) _ _ v _� e V GULF COAST MUHLY (12) _ . DWARF BURFORD HOLLY , e (64) NELLIE STEVENS HOLD ( ) � I. (3 rx) 3f 3j �J PLANT SCHEDULE TREES OTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE REMARKS 7 Quercus shumardii / Shumard Red Oak B & B 3 "Cal 12 -15` H Well Branched, Dense, Straight trunk SHRUBS QTY BOTANICAL NAME / COMMON NAME SIZE HEIGHT REMARKS C 181 Ilex cornuta `Burfordii Nana' / Dwarf Burford Holly 5 gal 30" MIN. Full, Dense, Bushy �) 10 Ilex x `Nellie R Stevens` / Nellie Stevens Holly 15 gal 8` MIN. Full to ground, Dense, Bushy 109 Muhlenbergia capillaris `Gulf Coast` / Gulf Coast Muhly 1 gal Well Rooted in Pot 25 Rhaphiolepis indica `Indian Princess` TM / Indian Hawthorne 5 gal 24" MIN. Full, Dense, Well Rooted 5 Rosa x `Blushing Knockout` / Blushing Knockout 5 gal 30" MIN. Full, Dense, Well Rooted SOD SEED CITY BOTANICAL NAME / COMMON NAME CONT REMARKS 6,899 sf Cynodon dactylon `Tif 419` / Bermuda Grass sod Certified Pure Weed Free M F'PuY U 'E_Dt OL I d, PEACH ST. EL DORADO, AR 717 3`0 120• To moo. PLAN ODEGRADABLE TWINE STRAPS (3) AT ?0' APART. ATTACH IN A BRANCH CROTCH 'PROX. 1/3 THE HEIGHT OF THE MAIN rEM, OR AT FIRST AVAILABLE BRANCH BOTCH ABOVE THAT POINT =T PLANT WITH 1/8 HEIGHT OF )OTBALL ABOVE EXISTING GRADE NESTRAW 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) IG 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 N.T.S. 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 2% OF TOTAL SEEDED LAWN AREA. IRRIGATION NOTE ALL GREEN SPACE AND LANDSCAPING WILL BE MAINTAINED BY AUTOMATIC INGROUND WATERING SYSTEM SIGN 10' ZONING: GB-2 GENERAL BUSINESS-2 DISTRICT 20 0 10 20 ( IN FEET ) 1 inch = 20 ft 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) 4' TYP. — PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO „ BE EXCAVATED TO RECEIVE PLANTING SOIL 4 .4- AND PLANT MATERIAL SHRUB PLANTING 50B N.T.S. ..0 e EXISTING LEGEND = UTILITY POLE = PAINTED TRAFFIC STRIPE SITE, eickiatA. = EASEMENT LINE vi as, a.E {S LANDSCAPE AREA Hu rnKI ca c ° t USA .v�� i_sj `/ = EXISTING CONCRETE &�k it nC�n f iv°efrle, (-9hv'?a5 fn %po-ft3 CURB & GUTTER Cap trx 0,1e Bank S 7 �r+ = STORM DRAIN INLET Dolla, hest 4 = EXISTING STREET SIGN TREE PRESERVATION (FOR PROTECTED AND /OR HERITAGE TREES) Sf/N = EXISTING TREE = STORM DRAIN MANHOLE vakerc Comer Story - - - = EXIS77NG ELECTRICAL METER & JUNCTION BOX A- AAAIK.ey Mmi Sio rage N WORK (CLEARING, GRUBBING OR GRADING). CLEARING SHALL BE DONE BY Jet-k n td'e R"'. -? Shell 2 I THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL IMMEDIATELY. IF t lie W''£S eln ', . Fzla'daelKl Pius Atrium Inn :ar ."rtwrsas ElKa�ta*In - Sen Anti KFC In, t Lb rlj Dorm o"s pizzi f9 l t,p h+fr:Crr�ir3t.: SITE LOCATION MAP N.T.S. EXISTING LEGEND = UTILITY POLE = PAINTED TRAFFIC STRIPE - = WOOD FENCE = EASEMENT LINE = LIGHT POLE LANDSCAPE AREA = UNDERGROUND WATER LINE(AS MARKED BY UTILITY) = EXISTING CONCRETE = WATER METER CURB & GUTTER = WATER VALVE 7 SHOWN ON THIS PLAN TO BE RETAINED SHALL BE PROTECTED DURING ALL = STORM DRAIN INLET = CLEANOUT 4 = EXISTING STREET SIGN TREE PRESERVATION (FOR PROTECTED AND /OR HERITAGE TREES) 1 PROTECTED TREE ONSITE 8" CAL. = EXISTING TREE = STORM DRAIN MANHOLE = EXISTING SANITARY SEWER MANHOLE - - - = EXIS77NG ELECTRICAL METER & JUNCTION BOX LANDSCAPE CALCULATIONS - = WOOD FENCE REQUIRED PROVIDED LANDSCAPE AREA = UNDERGROUND WATER LINE(AS MARKED BY UTILITY) 20 %(6,779 SF) ROTECTION NOTES: SITE TREES (9 PER ACRE) = SANITARY SEWER LINE 7 SHOWN ON THIS PLAN TO BE RETAINED SHALL BE PROTECTED DURING ALL PERIMETER LANDSCAPE - = UNDERGROUND ELEC. LINE(AS MARKED BY UTILITY) 4 DEMOLITION /CONSTRUCTION WITH TEMPORARY FENCING. IT SHALL BE THE TREE PRESERVATION (FOR PROTECTED AND /OR HERITAGE TREES) 1 PROTECTED TREE ONSITE 8" CAL. (25 %) ONTRACTORS RESPONSIBILITY TO COORDINATE WITH LANDSCAPE CONTRACTOR. = UNDERGROUND TELEPHONE LINE(PER CEI SURVEY) =CTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE = UNDERGROUND FIBER OPTIC CABLE(PER CEI SURVEY) N WORK (CLEARING, GRUBBING OR GRADING). CLEARING SHALL BE DONE BY = OVERHEAD UTILITY LINE EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED WITH A CLEAN CUT I THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL IMMEDIATELY. IF = UNDERGROUND GAS LINE(PER CEI SURVEY) DOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE 4TION. = EXISTING TRAFFIC FLOW DIRECTION :XCAVATION OR GRADE CUTTING WITHIN TREE DRIP LINES, MAKE A CLEAN CUT -IE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR TO MINIMIZE DAMAGE TO REMAINING ROOTS. PROPOSED LEGEND T HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLY :EK DURING PERIODS OF HOT, DRY WEATHER. TREE CROWNS SHOULD BE SPRAYED = BOUNDARY LINE ' PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. = CURB INLET TREES OR ANY NATURAL RESOURCE DUE TO CONTRACTOR'S NEGLIGENCE DURING = CONCRETE INTEGRAL CURB RUCTION PHASE SHALL BE APPRAISED BY THE OWNERS REPRESENTATIVE AND EPAIRED, REPLACED, OR COMPENSATED. = SANITARY SEWER SERVICE = CURB INLET = UNDERGROUND ELECTRIC SERVICE = CONCRETE BOLLARD = UNDERGROUND TELEPHONE SERVICE 4' HIGH, ORANGE, = GREASE TRAP POLYETHYLENE LAMINAR = WATER SERVICE SAFETY NETTING, STAKES ® 6' O.C. MIN. OF 10' FROM TRUNK of TREE. 0 = TREE PROTECTION FENCE C = 90 DEGREE BEND ME ;oTM- STM -M ME = PROPOSED STORM SEWER PIPE C = TEE INTERSECTION FENCE POST CO = CLEAN OUT \NM = 1" DOMESTIC WATER METER 0 = 1" IRRIGATION METER 2' = 1" RPZ BACKFLOW PREVENTER = 1" IRRIGATION BACKFLOW PREVENTER = NYLOPLAST STORM DRAINAGE STRUCTURE PROPOSED TRAFFIC FLOW DIRECTION PROPOSED TRAFFIC STOP BAR = CONCRETE PAVEMENT /SIDEWALK = UNDERGROUND STORAGE TANKS CONCRETE PAD L- - - - --1 = TRASH ENCLOSURE CONCRETE PAD = EXISTING BUILDING LANDSCAPE CALCULATIONS REQUIRED PROVIDED LANDSCAPE AREA TOTAL AREA = 33,899 SF 20 %(6,779 SF) 24 %(8,241 SF) - 59% (4,923SF) IN FRONT YARD SITE TREES (9 PER ACRE) .778 AC X 9 = 7.0 7 7-PROPOSED 5 - EXISTING PERIMETER LANDSCAPE 1 TREE PER 50 LF (194 LF / 50 = 3.88) 4 4 EXISTING TO REMAIN TREE PRESERVATION (FOR PROTECTED AND /OR HERITAGE TREES) 1 PROTECTED TREE ONSITE 8" CAL. (25 %) 1 TREE (100 %) �II�[�I:I�I7dI►l 1856 Lockhill— Selma, Suite 105 OWNER: MURPHY OIL USA, INC DEVELOPER: MURPHY OIL USA INC San Antonio, Texas 78213 200 PEACH ST. 200 PEACH ST. PH. 210- 342 -9455 ELDORADO, AR 71730 EL DORADO, AR 71730 FAX 210- 342 -9524 CONTACT: BASSAM ZIADA CONTACT: BASSAM ZIADA )1990 -2014, Maverick Land Surveying Co. (P):870- 875 -7636 (P):870 -875 -7636 Greenberghrrow 1430 W. PEACHTREE ST. NW SUITE 200 ATLANTA, GA 30309 PHONE: (404) 6014000 FAX: (404) 6013970 DWG NAME: SCHERTZ, TX JOB NO.: 20150472 MU-P,tip USA s7186 WAL MART >t LOT • BL CI) Cry 1 0.78 ACRES 17601 FOUR OAKS LANE SHEET NO. CITY OF SCHERTZ GUADALUPE COUNTY, TEXAS REV-0 • •' . SP-2 10-05-16 11'- 515/256" 10' -8" 10' -1 1/2" 13' -4" 2' -3" V -10" STUCCO 9" 7'-4" C -3 EQ_ L O 0 r O F 0 io M 0 CV i� 00 N 00 v ih 0 r 9" 46' -0" 2'-3" STUCCO C -6 15'-4" 22' -6 1/2" 8' -6 241/256" I I \ \ D -13 - I - - - - -- - - -- - - -- - - - - - -- 1I I II WINDOW AND DOOR HAS SECURITY SHUTTER CONCEALED IN THE AWNING AND TOWER - ------------------------------- MODEL EX60 BY WHEATBELT - SEE CLOSED POSITION DETAIL 4/E2 MATERIAL AREA (BLDG FACADE) AREA REQUIRED AREA PROVIDED D -13 I I' 1 I II 1 i I I I I I I' I I I I I , 439 SF 100% GLAZING 193 SF 30% OF 632 SF = 190 SF D -13 _ . I I \ \ D -13 - I - - - - -- - - -- - - -- - - - - - -- 1I I II WINDOW AND DOOR HAS SECURITY SHUTTER CONCEALED IN THE AWNING AND TOWER - ------------------------------- MODEL EX60 BY WHEATBELT - SEE CLOSED POSITION DETAIL 4/E2 MATERIAL AREA (BLDG FACADE) AREA REQUIRED AREA PROVIDED PERCENTAGE PROVIDED BRICK STUCCO 147 SF 80% OF 439 SF = 351 SF 292 SF 439 SF 100% GLAZING 193 SF 30% OF 632 SF = 190 SF 193 SF 30.5% TOTAL 632 SF (439 SF UN- GLAZED) KEYED NOTES: NOT USED --- - - - - -- BY FMS 2 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM KAWNEER, YKK OR EQUAL C -7 3 EXTERIOR LIGHTING, REFER TO LIGHTING PLAN SHEET El 4 4" x 4" PAINTED METAL CORRUGATED DOWNSPOUTS ----------------------------------- 1 C -3 1 5 DOORS (EXTERIOR SIDE) AND DOOR FRAMES PAINTED C -3 i 6 LITHONIA REMOTE EMERGENCY HEAD #ELA SHEET El 7 FAUX - WINDOW /SPANDREL GLAZING SYSTEM C -8 i EXTERIOR FINISHES: ESTUCCO STUCCO FINISH - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- --- - - - - -- BY FMS BRICK THIN BRICK BY FMS MTL 20 GA. SHEET METAL (UNLESS NOTED OTHERWISE) BY FMS EXTERIOR PAINT /COLORS: N C_1 THIN BRICK VENEER - PEBBLE BEACH VELOUR BY ENDICOTT (WIRE CUT FINISH) BY FMS C_2 THIN BRICK VENEER - EMPIRE IVORY VELOUR BY CAROLINA CERAMICS (WIRE CUT FINISH) BY FMS C -3 'DORMER BROWN' SW #7521 - -- -- - - - - -- -- - - - - -- -- - - - - -- BY FMS STUCCO 'SUMMIT GRAY' SW #7669 BY FMS C -5 BY FMS OPEN C-6 STUCCO 'REAL RED' SW #6868 BY FMS FC-7 CLEAR ANODIZED ALUMINUM STOREFRONT BY FMS C-8 COLOR TO MATCH 'WARM GREY' V933 (BY VIRACON ) BY FMS RIGHT ELEVATION 1/2" V-0" WINDOW HAS SECURITY SHUTTER - MODEL EX60 BY -------------- FROST PROOF HOSE BIB ARROWHEAD BRASS ----------J EMERGENCY SHUT -OFF SWITCH BY FME @ 48" AFF WHEATBELT - SEE CLOSED POSITION DETAIL 4 /E1 PRODUCTS OR EQUAL @24" AFF 4 LINE OF ROOF OVERFLOW i CO2 ENCLOSURE \ \ \ \ \ \ \ \ \ \ 5 i i i i STUCCO C -3 STUCCO C -4 STUCCO C -6 MTL C -3 ih 1,.4 STUCCO C -3 STUCCO C -4 STUCCO C -6 DOWNSPOUT TO BE CONNECTED TO STORM SEWER, SEE CIVIL DWGS. FOR COORDINATION BRICK C -1 CO2 ENCLOSURE GRADE 0" DOWNSPOUT TO BE CONNECTED TO STORM SEWER, SEE CIVIL DWGS. FOR COORDINATION WINDOW HAS SECURITY SHUTTER - MODEL EX60 BY WHEATBELT - CLOSED POSITION GRADE 0; 0„ - SECURITY SHUTTER @ WINDOW 1/2" = 1' -0" Greenberghrrow 21 South Evergreen Avenue Suite 200 Arlington Heights, Illinois 60005 t: 847.788.9200 COPYRIGHT NOTICE This drawinq is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional. ISSUE RECORD DATE REV. DESCRIPTION 07/22/2016 ELEVATIONS PACKAGE 08/23/2016 1 REVISED ELEVATIONS PACKAGE 09/14/2016 2 REVISED ELEVATIONS PACKAGE 10/05/2016 3 REVISED ELEVATIONS PACKAGE PROFESSIONAL SEAL PROFESSIONAL IN CHARGE FRANK GRIECO PROJECT MANAGER CHRIS CERBO QUALITY CONTROL JOHN NASHED DRAWN BY JAMES CONNAUGHTON PROJECT NAME I I ' VIN SCHERTZ, TX 78154 1 I�S S I R U C `I' Lb 18 E 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 Voice: (800) 366 -6385 Fax: (770) 483 -6037 FMS JOB NUMBER G16M000107 FMS MODEL NUMBER XXXXXX PROJECT NUMBER 20150472.0 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER PROTO V2.0 05/20/207 6 N M OVERFLOW L7O BRICK °° c -1 3 0 N BRICK C -2 w 2' -01, 3.. 4, -6.. 3.. 00 Eo_� -- BRICK C -1 iy 0 r -- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -- ---- - - - - -- FROST PROOF HOSE BIB ARROWHEAD BRASS REAR ELEVATION SOUTH PRODUCTS OR EQUAL @ 24" AFF Z 1/2" = V -0" MATERIAL AREA (BLDG FACADE) AREA REQUIRED AREA PROVIDED PERCENTAGE PROVIDED PR --------------------------------------------------------------- BRICK -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - 233 SF - - - -- - -- - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- --------------------------------------------------------------- 80% OF 380 SF = 304 SF -- - - - - -- --- - - - - -- - - - -- - - - - - -- ___ ---- - - - - -- 38OF 100% STUCCO 147 SF GLAZING 0 SF EXEMPT - - TOTAL 380 SF 4 LINE OF ROOF OVERFLOW i CO2 ENCLOSURE \ \ \ \ \ \ \ \ \ \ 5 i i i i STUCCO C -3 STUCCO C -4 STUCCO C -6 MTL C -3 ih 1,.4 STUCCO C -3 STUCCO C -4 STUCCO C -6 DOWNSPOUT TO BE CONNECTED TO STORM SEWER, SEE CIVIL DWGS. FOR COORDINATION BRICK C -1 CO2 ENCLOSURE GRADE 0" DOWNSPOUT TO BE CONNECTED TO STORM SEWER, SEE CIVIL DWGS. FOR COORDINATION WINDOW HAS SECURITY SHUTTER - MODEL EX60 BY WHEATBELT - CLOSED POSITION GRADE 0; 0„ - SECURITY SHUTTER @ WINDOW 1/2" = 1' -0" Greenberghrrow 21 South Evergreen Avenue Suite 200 Arlington Heights, Illinois 60005 t: 847.788.9200 COPYRIGHT NOTICE This drawinq is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional. ISSUE RECORD DATE REV. DESCRIPTION 07/22/2016 ELEVATIONS PACKAGE 08/23/2016 1 REVISED ELEVATIONS PACKAGE 09/14/2016 2 REVISED ELEVATIONS PACKAGE 10/05/2016 3 REVISED ELEVATIONS PACKAGE PROFESSIONAL SEAL PROFESSIONAL IN CHARGE FRANK GRIECO PROJECT MANAGER CHRIS CERBO QUALITY CONTROL JOHN NASHED DRAWN BY JAMES CONNAUGHTON PROJECT NAME I I ' VIN SCHERTZ, TX 78154 1 I�S S I R U C `I' Lb 18 E 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 Voice: (800) 366 -6385 Fax: (770) 483 -6037 FMS JOB NUMBER G16M000107 FMS MODEL NUMBER XXXXXX PROJECT NUMBER 20150472.0 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER PROTO V2.0 05/20/207 6 MTL C -3 0 io CV C) LO 0 v ih 0 STUCCO C -3 CO2 ENCLOSURE 8' -6 1/2" 22' -6 1/2" 15'-4" 46' -0" ----------- - - - - -- 101-81. 2'-3" 8' -10" --- - - - - -- ------------ - - - - -- --------------------------------------------------------------- - - - - -- — 91. 7 %4" 0 C'U J op BY FMS G (; -7 D -9 N � C -3 5 DOORS (EXTERIOR SIDE) AND DOOR FRAMES PAINTED BY FMS 6 LITHONIA REMOTE EMERGENCY HEAD #ELA SHEET El r a 3 'DORMER BROWN' SW #7521 � J 0 tV STUCCO 'SUMMIT GRAY' SW #7669 BY FMS C-5 BY FMS OPEN C -6 STUCCO 'REAL RED' SW #6868 BY FMS C-7___] O BY FMS C -$ COLOR TO MATCH 'WARM GREY' V933 (BY VIRACON) BY FMS 0 N T W N zo v ih 0 STUCCO C -3 CO2 ENCLOSURE 8' -6 1/2" 22' -6 1/2" 15'-4" 46' -0" ----------- - - - - -- 101-81. 2'-3" 8' -10" --- - - - - -- ------------ - - - - -- --------------------------------------------------------------- - - - - -- — 91. 7 %4" U 0 C'U J II N 11 II _ 11 II BY FMS 2 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM KAWNEER, YKK OR EQUAL (; -7 D -9 II 11 N �� N N U 0 C'U J NOT USED BY FMS 2 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM KAWNEER, YKK OR EQUAL (; -7 3 EXTERIOR LIGHTING, REFER TO LIGHTING PLAN SHEET El 4 4" x 4" PAINTED METAL CORRUGATED DOWNSPOUTS EMERGENCY SHUT -OFF SWITCH BY FME @ 48" AFF - - - -- FROST PROOF HOSE BIB ARROWHEAD BRASS PRODUCTS OR EQUAL @24" AFF MATERIAL AREA (BLDG FACADE) AREA REQUIRED AREA PROVIDED PERCENTAGE PROVIDED - - - - - -- -- - - - - -- --- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- -- - - - - -- --- - - - - -- - ______ -------- - - - - -- BRICK 142 SF 80% OF 434 SF = 347 SF 434 SF 100% STUCCO 292 SF GLAZING 198 SF 30% OF 632 SF = 190 SF 198 SF 31.3% TOTAL 632 SF (434 SF UN- GLAZED) KEYED NOTES: EXTERIOR FINISHES: 0 STUCCO STUCCO FINISH BY FMS NOT USED BY FMS 2 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM KAWNEER, YKK OR EQUAL (; -7 3 EXTERIOR LIGHTING, REFER TO LIGHTING PLAN SHEET El 4 4" x 4" PAINTED METAL CORRUGATED DOWNSPOUTS C -3 5 DOORS (EXTERIOR SIDE) AND DOOR FRAMES PAINTED BY FMS 6 LITHONIA REMOTE EMERGENCY HEAD #ELA SHEET El 7 FAUX - WINDOW /SPANDREL GLAZING SYSTEM a 3 'DORMER BROWN' SW #7521 d 0 tV EXTERIOR FINISHES: STUCCO STUCCO FINISH BY FMS BRICK THIN BRICK BY FMS MTL 20 GA. SHEET METAL (UNLESS NOTED OTHERWISE) BY FMS EXTERIOR PAINT /COLORS: C -1 THIN BRICK VENEER - PEBBLE BEACH VELOUR BY ENDICOTT (WIRE CUT FINISH) BY FMS C_2 THIN BRICK VENEER - EMPIRE IVORY VELOUR BY CAROLINA CERAMICS (WIRE CUT FINISH) BY FMS C -3 'DORMER BROWN' SW #7521 BY FMS Lc-4 STUCCO 'SUMMIT GRAY' SW #7669 BY FMS C-5 BY FMS OPEN C -6 STUCCO 'REAL RED' SW #6868 BY FMS C-7___] CLEAR ANODIZED ALUMINUM STOREFRONT BY FMS C -$ COLOR TO MATCH 'WARM GREY' V933 (BY VIRACON) BY FMS W i� CV Z') in ib ;0 'v 'v M 0 WINDOW HAS SECURITY SHUTTER - MODEL EX60 BY WHEATBELT - SEE CLOSED POSITION DETAIL 4 /E1 LEFT ELEVATION 1/2" =1' -0" 30' -6" 9" 2'-3" 11' -5 1/2" ------- ----------- - - -- — 10' -1 1/2" STUCCO C -6 r . N II — -- - -- — - -- -- — -- -- — - -- - -- — -- -- — - -- -- — — -- — -- — — — $ N � N � N � N WINDOW AND DOOR HAS SECURITY SHUTTER CONCEALED IN THE AWNING AND TOWER - MODEL EX60 BY WHEATBELT - SEE CLOSED POSITION DETAIL 4/E2 0 2 FRONT ELEVATION NORTH 1/2" =1 -0 MATERIAL AREA (BLDG FACADE) AREA REQUIRED AREA PROVIDED PERCENTAGE PROVIDED BRICK 84 SF 80% OF 236 SF = 189 SF 236 SF 100% STUCCO 152 SF GLAZING 144 SF 30% OF 380 SF = 114 SF 144 SF 37.9% TOTAL 380 SF (236 SF UN- GLAZED) 1/2" V -1 1/2" STUCCO C -3 STUCCO C -4 STUCCO C -6 7 "X7" ACCESS COVER OVER 5 "X5" ACCESS OPENING. SEE DETAIL 5/E2 TAMPER PROOF SCREWS STUCCO C -3 STUCCO C -4 STUCCO C -6 12 GA. X 3" LOCKING BAR PAINTED TO MATCH DOOR U -BOLT (BY FMS) WITH LOCK (BY OTHERS) BRICK C -1 DOOR STOP, PROVIDED BY COOLER MANUFACTURER GRADE 0, 1/211 =1' -0" Greenberghrrow 21 South Evergreen Avenue Suite 200 Arlington Heights, Illinois 60005 t: 847.788.9200 COPYRIGHT NOTICE This drawinq is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional. ISSUE RECORD DATE REV. DESCRIPTION 07/22/2016 ELEVATIONS PACKAGE 08/23/2016 1 REVISED ELEVATIONS PACKAGE 09/14/2016 2 REVISED ELEVATIONS PACKAGE 10/05/2016 3 REVISED ELEVATIONS PACKAGE PROFESSIONAL SEAL PROFESSIONAL IN CHARGE FRANK GRIECO PROJECT MANAGER CHRIS CERBO QUALITY CONTROL JOHN NASHED DRAWN BY JAMES CONNAUGHTON PROJECT NAME SCHERTZ, TX 78154 � � "1 - 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 Voice: (800) 366 -6385 Fax: (770) 483 -6037 FMS JOB NUMBER G16M000107 FMS MODEL NUMBER XXXXXX PROJECT NUMBER 20150472.0 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER PROTO V2.0 05/20/207 6 BREAK IN PARAPET FOR ROOF ACCESS REAR ELEVATION 3/16" =1' -0" 8' -0" OPENING IN CANOPY DECK ABOVE RTU'S BREAK IN PARAPET FOR LADDER ACCESS SECTION THRU BUILDING /CANOPY 1/4" = 1' -0" BREAK IN PARAPET FOR LADDER ACCESS - - - - - -- --------- OPENINGS OVER ROOF TOP UNITS ROOF ACCESS OPENING Greenberghrrow 21 South Evergreen Avenue Suite 200 Arlington Heights, Illinois 60005 t: 847.788.9200 COPYRIGHT NOTICE This drawinq is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional. ISSUE RECORD DATE REV. DESCRIPTION 08/23/2016 1 REVISED ELEVATIONS PACKAGE 09/14/2016 2 REVISED ELEVATIONS PACKAGE 10/05/2016 3 REVISED ELEVATIONS PACKAGE PROFESSIONAL SEAL PROFESSIONAL IN CHARGE FRANK GRIECO PROJECT MANAGER CHRIS CERBO QUALITY CONTROL JOHN NASHED DRAWN BY JAMES CONNAUGHTON PROJECT NAME MURPHY OIL CONVENIENCE 17601 FOUR OAKS LANE SCHERTZ, TX 78154 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 Voice: (800) 366 -6385 Fax: (770) 483 -6037 FMS JOB NUMBER G16M000107 FMS MODEL NUMBER XXXXXX PROJECT NUMBER 20150472.0 SHEET TITLE MECHANICAL EQUIPMENT ACCESS SHEET NUMBER i I II� PROTO V2.0 05/20/2016 149'-0" GRADE 0) - 0 1- 7 FRONT ELEVATION (NORTH 3/16" = V-0" I Kill] IN 110 FASCIA-2 149' - 0" MATERIAL AREA (CANOPY AREA AREA PERCENTAGE FACADE) REQUIRED PROVIDED PROVIDED BRICK 116 SF z O 898 SF 100% STUCCO 782 SF = 719 SF BOARD TO ZEE) TOTAL 898 SF ------------------------------------ --------------------------------------- rn W M 00 00 0) ti - - — ----- - ------------------------ ---------------------------------------- - FBASEJ SEE STRUCTURAL DRAWINGS --------- --f ------- -_ - - — - ------ ---- - - - ------ ------------- - --------------------- - ------------- ------------------- FURNISHED & INSTALLED BY FMS 'PEBBLE BEACH VELOUR' BRICK #6 X 3/4 GRIND OFFS ------ - ---------------------------------------------------------- — - STUBm-- SEE STRUCTURAL DRAWINGS @ 24" O/C (ZEE TO TRIM) "PEBBLE BEACH #12 X 3/4" TEK SCREW 3CT1 (CUT TO FIT) 20 GAUGE &3L6U VELOUR" (ZEE TO MN) GALVANEAL CORNER TRIM PAINTED T "BRICK MATCH" COLUMN ENCLOSURE DETAIL BASE GRAY SW #7669 PAINTED BY SITE CONTRACTOR INFIELD - --- - --------------------------------------------------- - -------------------- -------------------- - --------------------- --- - - ----------------------- ------------------- - ----------- MATERIAL AREA (CANOPY AREA AREA PERCENTAGE FACADE) REQUIRED PROVIDED PROVIDED BRICK 116 SF 80% OF 898 SF 898 SF 100% STUCCO 782 SF = 719 SF BOARD TO ZEE) TOTAL 898 SF ------------------------------------ --------------------------------------- M 3/16" = V-0" 46' - 0" V-11 3/4" -------------------------------------------------------------------------------------------------- - #3Z3 - 20 GA 3 7/8" 114" 37/8" HORIZONTAL ZEE FASCIA-2] CORK(] co CD M LO J. 4 —/—r W z CLEAR SILICONE CAULK 101, X 101, :T C) W �ICOLUMN C) CO U) 4- �r- < LONG FASTENED BETWEEN PLYWOOD SCREW X 1 1/2" C0 C? BRICKS @ 24" O/C (GOLD = BOARD TO ZEE) 00 �5 ,,01 U') ------ - ------ ------- ] co #6 X 3/4 GRIND OFFS @ 24" O/C (ZEE TO TRIM) #12 X 3/4" TEK SCREW @ 36" O/Cl "EMPIRE IVORY #3CT1 (CUT TO FIT) 20 GAUGE (ZEE TO COLUMN) VELOUR" BY GALVANEAL CORNER TRIM PAINTED CAROLINA "BRICK MATCH" CERAMICS -COLUMN-ENCLOSURE--DETAIL 3/16" = V-0" MATERIAL AREA (CANOPY AREA AREA PERCENTAGE FACADE) REQUIRED PROVIDED PROVIDED BRICK 58 SF 80% OF 300 SF 300 SF 100% STUCCO 242 SF = 240 SF BOARD TO ZEE) TOTAL 300 SF M Jk GRADE 0 0) LEFT ELEVATION (EAS rn ih io < W U- 0 Z < J ;0 0 W Z MATERIAL AREA (CANOPY AREA AREA PERCENTAGE FACADE) REQUIRED PROVIDED PROVIDED BRICK 58 SF 80% OF 300 SF 300 SF 100% STUCCO 242 SF = 240 SF TOTAL 300 SF 9'-11 3/4" - ---- -- — 3116" = V-0" z <1 Q- W W N.T.S. F' (2) #10 3/4" LG. HEX HEADS PER JOINT #BP1 18 GA. SCRAP HAT ------------ ACM FASCIA PANELS -- ACM S - EAM DETAIL NP E N.T.S. #OR1 OUTRIGGER (TYP.) FIELD CUT, ROUTE & BEND THIS JOINT TO FIT 18 GA. SCRAP HAT CORNER TRIM 6 CORNER TRIM DETAIL �NPE N.T.S. 6 ------------------------- NP E 18 GA. SCRAP HAT #OR1 OUTRIGGER (TYP.) — 4" 1" ! - - - - - - - - - - 4" --- - - ------- -------------- 9'-9 1/2 -- ------------------------------------------------------------------------------- SECTION 'E' CORNER FASCIA DETAIL 1/4" =1' -0" I FASCIA-1 1 9 NP 2'--8" #3Z3 - 20 GA 3 7/8" 2'-0 1/4" 3 HORIZONTAL ZEE T-- -: :2- cl) F —f C0 Alit I-CLEAR SILICONE CAULK 08/23/2016 1 28 1/2" 101, X 101, -COLUMN PACKAGE co - 12" ZN 9 W U) V) PLYWOOD SCREW X 1 1/2" 7t < LONG FASTENED BETWEEN C? co ------------------ BRICKS C& 24" O/C (GOLD BOARD TO ZEE) 6" HT MASONRY STUCCO METAL ACCENT I FURNISHED & INSTALLED BY FMS M 00 00 0) ti - - — ----- - ------------------------ ---------------------------------------- - FBASEJ SEE STRUCTURAL DRAWINGS --------- --f ------- -_ - - — - ------ ---- - - - ------ ------------- - --------------------- - ------------- ------------------- FURNISHED & INSTALLED BY FMS 'PEBBLE BEACH VELOUR' BRICK #6 X 3/4 GRIND OFFS ------ - ---------------------------------------------------------- — - STUBm-- SEE STRUCTURAL DRAWINGS @ 24" O/C (ZEE TO TRIM) "PEBBLE BEACH #12 X 3/4" TEK SCREW 3CT1 (CUT TO FIT) 20 GAUGE &3L6U VELOUR" (ZEE TO MN) GALVANEAL CORNER TRIM PAINTED CORNICE ACM CORNICE "BRICK MATCH" COLUMN ENCLOSURE DETAIL BASE N.T.S. -,SIGN --,-SUPPORT -,DETAIL -----,- ELEVATIONS -,-l---&-2, N.T.S. 18 GA SCRAP HAT 1/8" 46'-0" FASCIA 18 GA. SCRAP HAT 18 GA. SCRAP HAT SIGN SUPPORT DETAIL ELEVATIONS 3 & 4 N.T.S. 9'-11 3/4" NOTE: ACTUAL SIGN LOCATIONS ARE SITE SPECIFIC AND SUBJECT TO CHANGE, SIGN SUPPORTS ARE PROVIDED AT EACH CORNER FINISH SCHEDULE 4 1/2" 08/23/2016 1 28 1/2" T-9" PACKAGE 09/14/2016 2 12" 6" - 18 GA SCRAP HAT 1/8" 46'-0" FASCIA 18 GA. SCRAP HAT 18 GA. SCRAP HAT SIGN SUPPORT DETAIL ELEVATIONS 3 & 4 N.T.S. 9'-11 3/4" NOTE: ACTUAL SIGN LOCATIONS ARE SITE SPECIFIC AND SUBJECT TO CHANGE, SIGN SUPPORTS ARE PROVIDED AT EACH CORNER FINISH SCHEDULE ELEVATIONS PACKAGE 08/23/2016 1 ACM (ALUMINUM COMPOSITE MATERIAL) MASONRY STUCCO 'SUMMIT GRAY' FURNISHED & INSTALLED BY FMS PACKAGE 09/14/2016 2 SW #7669 - - - - - - - - - ------ - ------------- ----------------------------------------- ACM (ALUMINUM COMPOSITE MATERIAL) MASONRY STUCCO'DIGNITY BLUE' FURNISHED & INSTALLED BY FMS REVISED ELEVATIONS - -------- SW #6804 ---- — - ------------------------------------------------------- 20 GA. SHEET METAL 6" HT MASONRY STUCCO METAL ACCENT I FURNISHED & INSTALLED BY FMS BAND'PURE WHITE' SW #7005 - ----------------------------------------------------------------------------------------------------------------------------------------------------- - COLUMNS SEE STRUCTURAL DRAWINGS - ---- - - - - ----------------- - ---------------------------------------------------------------------- - ----------------------------------------------------------------------------------------------------------------- 'EMPIRE IVORY VELOUR' BRICK FURNISHED & INSTALLED BY FMS - - — ----- - ------------------------ ---------------------------------------- - FBASEJ SEE STRUCTURAL DRAWINGS --------- --f ------- -_ - - — - ------ ---- - - - ------ ------------- - --------------------- - ------------- ------------------- FURNISHED & INSTALLED BY FMS 'PEBBLE BEACH VELOUR' BRICK ------ - ---------------------------------------------------------- — - STUBm-- SEE STRUCTURAL DRAWINGS - ----------------------------- - - ---------------------- — ------------- — --------- - - --- ` -- -- — &I N S T A - L-L- -E --- D - BY FMS PAINTED'DORMER BROWN' SW #7521 FURNISHED I- ----- - --------- — ----- — ----------------- - - ---------- - ------------------------- - PAINTED BY SITE CONTRACTOR IN FIELD ------------------ — ----- — ----------- - -------------------- -- -------- ----- ---- - ------------- - ----- - ------------------------------ --------- - CORNICE ACM CORNICE 12" DECORATIVE CORNICE STUCCO'SUMMIT FURNISHED & INSTALLED BY FMS ------ — ----------------------------------------------------------------------------------------------------------------------- GRAY SW #7669 PAINTED BY SITE CONTRACTOR INFIELD - --- - --------------------------------------------------- - -------------------- -------------------- - --------------------- --- - - ----------------------- ------------------- - ----------- Greenberghrrow 21 South Evergreen Avenue Suite 200 Arlington Heights, Illinois 60005 t: 847.788.9200 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional. ISSUE RECORD DATE REV. DESCRIPTION 07/22/2016 ELEVATIONS PACKAGE 08/23/2016 1 REVISED ELEVATIONS PACKAGE 09/14/2016 2 REVISED ELEVATIONS PACKAGE 10/05/2016 3 REVISED ELEVATIONS PACKAGE PROFESSIONAL SEAL PROFESSIONAL IN CHARGE FRANK GRIECO PROJECT MANAGER CHRIS CERBO QUALITY CONTROL JOHN NASHED DRAWN BY JAMES CONNAUGHTON PROJECT NAME ��uR7P SICHERTZ, TX 78154 Y-1 40SS FRI u .. T S T R U C T U R E 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 Voice: (800) 366-6385 Fax: (770) 483-6037 FMS JOB NUMBER G16MU00108 FMS MODEL NUMBER XXXXXX PROJECT NUMBER 20150472 SHEET TITLE ELEVATIONS SHEET NUMBER CNP E2 PROTO V2.0 05/20/2016 IRR. METER lu ®I iT C4;--- -r&F GF �v 4 «< ..,...,,, ..,,.. SAMPLE PORT t t { h fa >; „s<t ..: i :. :s s.,, <i „t.r ,: .: ,i, t m „7 „;.. , ✓:'7>,r,,f, s 1” , ., .,sxxxx. sssssiis.s sssssssss + + + + ++ iii. sssssss t: }:: ; : ,...,,. r4 , Fi r>..,. ,.i .,..,..,v ::. ..... ....::. .. s , ,.. ,:: Y , :f.ti , , , , , .:::: s. RIM 838.00 . rrr:v 1000 GAL. GREASE' TRAP INV. IN 830.95 (NW)(4” ) RIM 8 3 9.43 INV. OUT 830.95 (SE )(4 ») J a r Ilk, , Y , , SUMP' 831'.04 INV. IN 835.04 (SW)(4 ") EX. SSMH -1 INV. OUT F 834.87 (NE)(4 ") RIM 837.63 i INV. IN 830.27 (W)(4 ") INV. OUT 830.23 (SE)(8 ") DEWATERING OF EXCAVATION PIT AND ANCHORING OF UST's WILL BE NEEDED DUE TO EXISTING GROUNDWATER CONDITIONS. CONTRACTOR SHALL FOLLOW RECOMMENDATION OF THE GEOTECHNICAL REPORT BY UNITED CONSULTING DATED MARCH 21, 2016 OR LATEST REVISED COPY. GC RESPONSIBLE FOR BIDDING AND PERMIT METER SIZES UTILITY FEE SCHEDULE DOMESTIC: 1' WATER & SANITARY SEWER FEES TO BE PAID BY MURPHY: IRRIGATION: 1' WATER: E 10.269.00 IMPACT FEE $10,269.00 TOTAL SANITARY SEWER: $9,778.00 IMPACT FEE 200.00 INSPECTION FEE $11,778.00 TOTAL. UTILITY INSTALLATION RESPONSIBILITIES WATER SERVICE: • WATER COMPANY TO INSTALL DOMESTIC /IRRIGATION METERS. • CONTRACTOR TO INSTALL ALL WATER LINE APPURTENANCES UP TO METER. CONTRACTOR WILL ALSO PERFORM TAP. POWER SERVICE: ELECTRIC COMPANY PROVIDES SERVICE MATERIALS AND INSTALLS SERVICE LINES INCLUDING A TRANSFORMER UP TO THE PROPOSED TRANSFORMER PAD. CONTRACTOR IS RESPONSIBLE FOR SERVICE CONSTRUCTION FROM TRANSFORMER PAD TO BUILDING PER ELECTRIC COMPANY SPECIFICATIONS. CONTRACTOR TO PROVIDE A CONCRETE TRANSFORMER PAD PER ELECTRIC COMPANY SPECIFICATIONS. CONTRACTOR TO TRENCH AND INSTALL CONDUIT, ELECTRIC COMPANY TO PULL PRIMARY WIRE, CONTRACTOR TO BACK -FILL. NO CONSTRUCTION COST CHARGED BY ELECTRIC COMPANY. UTILITY CONTACT INFORMATION ELECTRIC GUADALUPE VALLEY ELECTRIC COOPERATIVE 908 CURTISS AVE. SCHERTZ, TX 748154 PHONE: (210) 658 -7033 TELEPHONE AT &T 4119 BROADWAY 7TH FL, ROOM 713 SCHERTZ, TX 78154 CONTACT: RICHARD MARTINEZ PHONE: (210) 283 -1113 EMAIL: RX7953 ®ATT.COM WATER & SEWER CITY OF SCHERTZ PUBLIC WORKS 1400 SCHERTZ PARKWAY, BLDG #1 SCHERTZ, TX 78154 CONTACT: JAMES HOOKS PHONE: (210) 619 -1800 EMAIL:JHOOKSOSCHERTZ.COM 1. THE MURPHY STATION WILL NOT DROP THE WAL -MART GREEN SPACE BELOW CITY REQUIREMENTS. 2. ALL PERMANENT TURF AREAS MUST BE SODDED. 3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN WAL -MART DRIVES IS NOT INTERRUPTED AT ANY TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE A MINIMUM TEMPORARY LANE WIDTH OF 10' (EACH DIRECTION) IS AVAILABLE AT ALL TIMES, FREE OF OBSTRUCTIONS TO VEHICLES. AT NO TIME SHALL THE CONSTRUCTION FENCE EXTEND INTO THE DRIVE MORE THAN 2' FROM THE FACE OF THE CURB OR DRIVE. 4. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE WAL -MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL -MART CONSTRUCTION /STORE MANAGER AND /OR ADJACENT PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE- ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES, BARRELS, AND /OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO NECESSARY. 5. ALL WAL -MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACED /RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL -MART APPROVAL. 6. UTILITY WORK DONE ON WAL -MART PARCEL, WHETHER BY THE GC, CITY OR THE UTILITY COMPANIES, SHALL BE REPAIRED BACK TO EXISTING CONDITIONS. 7. EROSION CONTROL MEASURES IMPLEMENTED INSIDE THE WAL -MART DRIVE ISLES AND PARKIN LOT SHALL INCLUDE ONLY SILT BAGS (OR WAL -MART PRE - APPROVED EQUAL) TO ENSURE TRAFFIC CIRCULATION IS NOT IMPEDED. GRAVEL INLET PROTECTION DEVICES SHAD. NOT BE ALLOWED INSIDE THE WAL -MART DRIVE ISLES OR PARKIN LOT. 8. GC SHALL UTILIZE DIRECTIONAL- BORING OR JACK AND BORE METHODS TO INSTALL ALL UTILITIES THROUGH THE WAL -MART PARKING LOT, ANY PAVED AREAS OR DRIVE ISLES. Ief�CF;E roc i SO Up � RS\X ENE C AFL 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING = UTILITY POLE = PAINTED TRAFFIC STRIPE = BOLLARD P.R. = PLAT RECORDS = LIGHT POLE O.R. = OFFICIAL RECORDS = WATER METER = TRAFFIC FLOW DIRECTION (NOT PAINTED) = WATER VAL VE = CLEANOUT = SPOT ELEVATION = STREET SIGN = SANITARY SEWER MANHOLE = STORM DRAIN MANHOLE = CONCRETE PAVEMENT = WOOD FENCE = UNDERGROUND WATER LINE(AS MARKED BY UTILITY) = SANITARY SEWER LINE = UNDERGROUND ELEC. LINE(AS MARKED BY UTILITY) = UNDERGROUND TELEPHONE LINE(PER CEI SURVEY) = UNDERGROUND FIBER OPTIC CABLE(PER CEI SURVEY) = OVERHEAD UTILITY LINE = UNDERGROUND GAS LINE(PER CEI SURVEY) = CONTOUR LINE WITH ELEVATION = CONCRETE CURB & GUTTER PROPOSED LEGEND GENERAL UTILITY NOTES A. ALL BUILDING WATER LINES FROM METER TOWARDS BUILDING SHALL BE SCHEDULE 40 PVC, MEETING ASTM D1785 & D2665 SPECIFICATIONS, AND SHALL BE RATED FOR USE WITH POTABLE WATER PER NSF STD. 61 & STD.14 , WITH 36" MIN. COVER. B. ALL SANITARY SEWER LINES SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY PROVIDE 36 MINIMUM COVER. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM GREENBERGFARROW ENGINEERS AND THE OWNER /DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF (72) HOURS PRIOR TO CONSTRUCTION. ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. G. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. Q UTILITY BOUNDARY LINE SAN> SANITARY SEWER SERVICE UE UNDERGROUND ELECTRIC SERVICE T UNDERGROUND TELEPHONE SERVICE 1 -1 /4" *- WATER SERVICE CF CONSTRUCTION FENCE (SEE CIVIL DETAILS) CFP CONSTRUCTION FENCE ON PAVEMENT GENERAL UTILITY NOTES A. ALL BUILDING WATER LINES FROM METER TOWARDS BUILDING SHALL BE SCHEDULE 40 PVC, MEETING ASTM D1785 & D2665 SPECIFICATIONS, AND SHALL BE RATED FOR USE WITH POTABLE WATER PER NSF STD. 61 & STD.14 , WITH 36" MIN. COVER. B. ALL SANITARY SEWER LINES SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY PROVIDE 36 MINIMUM COVER. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM GREENBERGFARROW ENGINEERS AND THE OWNER /DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF (72) HOURS PRIOR TO CONSTRUCTION. ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. G. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. Q UTILITY NOTES 22A POINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES) 22D M.J. TEE WITH THRUST BLOCKING (SEE SIZES THIS SHEET) 22L METERED DOMESTIC WATER SERVICE ENTRY. 22M PROPOSED WATER METER (SEE SIZE THIS SHEET) 23A POINT OF CONNECTION - SANITARY SEWER SERVICE (PER LOCAL CODES) 23E SANITARY SEWER SERVICE ENTRY (PER ARCH. PLANS) 23L CONNECT GREASE TRAP VENT TO BUILDING VENT SYSTEM. GREASE TRAP VENT INVERT MUST BE HIGHER THAN INLET INVERT. 24A POINT OF CONNECTION FOR UNDERGROUND ELECTRIC SERVICE. 26A POINT OF CONNECTION FOR UNDERGROUND TELEPHONE. 29A MAINTAIN MIN. 18' VERTICAL SEPARATION. 30D VERIFY LOCATION AND DEPTH OF EXISTING UTILITY BEFORE CONSTRUCTING ua MM W PROPOSED UTILITY 31D INSTALL (2) 4" PVC SLEEVES 30' BELOW FINAL GRADE UNDER DRIVEWAY. EXTEND SLEEVES 2 FEET BEYOND BACK OF PROPOSED CURB OR EDGE OF PAVEMENT. STAKE BOTH ENDS OF EACH SLEEVE WITH CAPPED VERTICAL PVC PIPE, 12" ABOVE GRADE. DO NOT ALLOW SOIL OR WATER TO ENTER SLEEVES DURING OR AFTER CONSTRUCTION. 31E INSTALL (1) 4” PVC SLEEVE 30' BELOW FINAL GRADE UNDER DRIVEWAY FOR IRRIGATION LINE. EXTEND SLEEVE 2 FEET BEYOND BACK OF PROPOSED CURB OR EDGE OF PAVEMENT. STAKE BOTH ENDS OF SLEEVE WITH CAPPED VERTICAL PVC PIPE, 12" ABOVE GRADE. DO NOT ALLOW SOIL OR WATER TO ENTER SLEEVE DURING OR AFTER CONSTRUCTION. ❑ UTILITY DETAILS — SEE DETAIL SHEETS 39G SANITARY SEWER GREASE TRAP 40B SANITARY SEWER WYE CONNECTION 40C SANITARY SEWER CLEAN -OUT 41G REDUCED PRESSURE ZONE BACKFLOW PREVENTER. CONTRACTOR TO VERIFY TYPE (ABOVE /UNDERGROUND) PRIOR TO COMMENCING CONSTRUCTION. SEE DETAIL THIS SHEET 0 TW y • � (f� J � Q Q r J Q 0 0 O i 0 J U W � z W Q coo 00 k C� U no QxQ W Q o ro I - �� 0 O 0 . O 0 —I 74\, l a I Oki 0 ON E-+ C�t1610 O c x U Od w ua MM W w ¢ ¢o z� 0 0 O i 0 J U W � z W Q coo 00 k C� U no QxQ W Q o ro I - �� 0 O 0 . O 0 —I 74\, l a I Oki