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SP attached to CC Packet w/revisions 040913I i , ! CONTRACTOR TO INSTALL COD /CANOPY icl�_ { ?� Lt?T3.BLD�t 90° RELATIVE TO FACE OF BUILDING iF + _ spy '. -• ! SANgI'LAl(P.CROSSLNO "N�M890Q,1 PADR 3E01 COORDINATE LOCATION AND ROTATION -= WITH MCDONALD'S ACM N87 014'21 "E 200.28' 0 12 /IRHl - i Cow jo ® 41 / FA 10 1 ! C❑ s fi. E s i . I ( l GP '- - I .L CJm � 7 ® xa.�. l! o �o FIE it S b J R2 .01 R� 0; 13 t�� V_ 0 D O O i 16 FN] o, f � N ' 9 9 CM l I N 5.0 p. I z Z Q 12 ❑���� ylq�a ra 1 b 12 11 P5 } I ICh..Krs arras r 15 2 N f i' 4,0 Ii >\ 1 1 N c90 q " „ , } 1 i ,��,; �9 O ® 12 �� -- Vii' 1+ `'A,",5 rn 15 _5 V �5 o� 15M K 2 i� I _ i Av � }I Lo 1.I NO CURB IN !`. i ° tA� F Rt8.0' o THIS AREA I _, li, ; fI o i I , I , s' 11.T i 10A I I O aas�ACttH $ ifil -I4 4 ` --------- nDN , i ..} .... OI�Ji } i LorLBwcicA i � l MI, I 4 `c�oap °N 4 i , 14 NOW..C.T. "- 41 I S 1 .. E-.... _.. __._ _i' .. _ • ; I 1 115 SUM DEEmm TAP ROM (/ r ' I Fc 41 � 1i: 'IE , {I GP I I S ❑ } ^ k I, FIREOE O O i F ; i # l ` { r I 0 i C i I : ❑� ❑ FIRESANE - FiRELANE ' - FirfEUWE - -- FlREtANE _J I I LP -I - I f3 I I f ___ - -- - _ -- ;, �� ; ♦ THRU �a .:: _ _._._ .. _ _ - - S87-14-21 "W 200.28' LOT3.BLOC&A BASIS OF BBARINOS ARBOR MANORS y ac_ DOCUMENT D.C`1°TS°2"A81 1 e3, I ii < T", iI i F- r t o + a i m LL LL 0 0 EL a m m m 0 IL IL C0 LL I STANDARD ACCESSIBILITY REQUIREMENTS PARKING: OACCESSIBLE PARKING SPACES SHALL BE A MIN. 96" WIDE OR A MIN, 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE. © EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. AT LEAST ONE SPACE MUST HAVE AN ADDITIONAL SIGN "VAN- ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED 60" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF TEXT. OALL ACCESS AISLES SERVING H.C. PARKING SPACES SHALL BE 60" WIDE MINIMUM. CURB RAMPS: ORAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38 ", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. IF REQUIRED BY LOCAL OR STATE JURISDICTION, RAMPS SHALL CONTAIN A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE AND MUST CONTRAST SIGNIFICANTLY TO DISTINGUISH IT FROM ADJACENT SURFACES - (OR PAINT STRIPE) OBOTTOM LANDINGS FOR RAMPS SERVING REQUIRED EXITS SHALL BE 5-0" LONG X 5' -0" WIDE MINIMUM. © RAMPS SHALL NOT EXCEED A 1:12 SLOPE SIDEWALKS AND ACCESSIBLE ROUTES: OSIDEWALKS MUST BE AT LEAST 36" WIDE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:50 (2 %) OLONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5 %) BENCHMARK DESCRIPTION TEMPORARY BENCHMARK SET MAG NAIL AND WASHER STAMPED 'JPH LAND SURVEYING' SET IN A CONCRETE CURB INLET 240' WEST OF SOUTH DENTON TAP ROAD, AND 60' SOUTHWESTERLY OF THE NORTHWEST PROPERTY CORNER OF THE MCDONALD'S PROPERTY. ELEVATION = 494.78' NOTICE TO CONTRACTOR 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL BUILDING PLANS FOR EXACT LOCATION AND ORIENTATION OF EXTERIOR DOORS. 2. LOCATION OF I.D. SIGN IS APPROXIMATE. IT iS THE RESPONSIBILITY OF THE SIGN CONTRACTOR TO VERIFY COMPLIANCE WITH SET -BACK, SIZE/HEIGHT AND RELATED ZONING REQUIREMENTS PRIOR TO SETTING. 3. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. QlfVIVLJ LCVCL0 Vt' U.V.U. %-jVtAMtV% DISTANCE FROM OUTSIDE SPEAKER DECIBEL LEVEL OF STANDARD SYSTEM WITH 45 DB OF OUTSIDE NOISE WITH AUTOMATIC VOLUME CONTROL 1 FOOT 60 DBA 2 FEET 54 DBA 4 FEET 48 DBA 8 FEET 42 DBA 16 FEET 36 DBA OCONCRETE Know what's below. 0111 before you dig. Q� n1 I Ill�ll OWNER SHALL PROVIDE PORTABLE SIGNAGE NOTIFYING CUSTOMERS THAT THE INNER LANE IS CLOSED BETWEEN 11PM AND 5AM I.ViVJ I KUU I IL)N ZjUNLUULt MARK MARK DESCRIPTION OCURB AND GUTTER @ NON DRIVE THRU AREAS (RE: C6.2 STANDARD DETAILS) 2� REINFORCED CONCRETE SIDEWALK (RE: C6.3 STANDARD DETAILS) OH.C. ACCESS RAMP @ 1:12 MAX. SLOPE WITH WARNING SURFACE (RE: C6.1 STANDARD DETAILS) OHANDICAP ACCESSIBLE ROUTE 42 dba O HANDICAP ACCESSIBLE SIGN (BUILDING MOUNTED) (RE: C6.1 STANDARD DETAILS) OCONCRETE WHEEL STOP (RE: C6.3 STANDARD DETAILS) O EXISTING BOLLARD TO REMAIN OEXISTING LIGHT STANDARD TO REMAIN OEXISTING ROAD SIGN TO REMAIN 10 EXISTING MCDONALD'S DIRECTIONAL SIGN TO REMAIN 11 EXISTING GREASE INTERCEPTOR TO REMAIN (ADJUST MH RIMS TO NEW GRADE) 12 NLY LANDSCAPE FINISH GRADE 1" BELOW TOP OF CURB IN ALL LAWN AREAS AND 2" BELOW TOP OF CURB IN ALL BED AREAS 13 DETECTOR LOOP (LOCATION TO BE APPROVED BY MCDONALUS) (RE: C6.0 STANDARD DETAILS) 14 EXISTING FOUNTAIN TO REMAIN 15 TRANSITION CURB (RE: C6.3 STANDARD DETAILS) 16 "DO NOT ENTER" SIGN WITH POLE AND MOUNTING HARDWARE McD©nNIME- 10 30 0 20 40 SCALE: 1" = 20' THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. OWNER INFORMATION MCDONALD'S USA, LLC GREATER SOUTHWEST REGION 511 E. CARPENTER FRWY, STE. 375 IRVING. TEXAS 75062 (972)869 -5346 CONTACT: LEE MORRIS HERE WE GROW AGAIN SIGN THE GENERAL CONTRACTOR SHALL DISPLAY A "HERE WE GROW AGAIN" BANNER DURING CONSTRUCTION. THESE BANNERS ARE AVAILABLE THROUGH WORLD WIDE COMPANY, OAKBROOK, IL PH #: 1 -800- 937 -7671 EXISTING ZONING: PROPOSED USE: SQUARE FOOTAGE OF PROPOSED USE: BUILDING AREA (APPROXIMATE): BUILDING HEIGHT: PARKING REQUIRED: EXISTING PARKING: PROPOSED PARKING: RETAIL RESTAURANT 39,073 SF±/0.897 AC 4,995 SF 19' -11 " 1 SPACE PER 100 SF 4,995 SF 1100 SF = 50 SPACES 40 SPACES 40 SPACES E "DRIVE THRU" WITH "ARROW" - THERMOPLASTIC COLOR: YELLOW V) 6" DRIVE -THRU STRIPING - BRICK PAVERS COLOR: YELLOW © 6" DRIVE -THRU STRIPING -PAINT COLOR: YELLOW ❑H "THANK YOU" AT END PATH - THERMOPLASTIC COLOR: YELLOW �I ARROW PATH DIRECTION - THERMOPLASTIC COLOR: WHITE aHANDICAP cy ACCESSIBLE SPACES / SYMBOLS / CROSSWALK - PAINT COLOR: (PER STATE /CITY REQUIREMENTS) aB" MERGE POINT - PAINT COLOR: YELLOW L 4" DOUBLE LANE DIVIDER STRIPING - BRICK PAVERS COLOR: YELLOW (TYP) ti j J tV M ®PAINTED O "STOP" AND 12" STOP BAR WITH "STOP" SIGN - THERMOPLASTIC COLOR: WHITE ALL PAVEMENT /EARTHWORK REQUIREMENTS. ® DOUBLE DRIVE -THRU "ARROW' MARKING - PAINT COLOR: YELLOW 00 t`m M ®V in OOSP -PULL FORWARD PARKING STALL STRIPING -BRICK PAVER COLOR YELLOW (TYP) ® OOSP PULL FORWARD SIGN (IN GROUND) a ®4" DIAGONAL PAINTED ISLANDS AT DRIVE -THRU - PAINT COLOR: YELLOW PREPARED BY: LEGAL DESCRIPTION: ® 00 FIRE LANE STRIPING - BRICK PAVER COLOR: RED (PER CITY REQUIREMENTS) 11111 VICINITY MAP 0 N.T. S. GENERAL NOTES a 1. Bases, anchor bolts, conduit, and wiring for all signs are by the General Contractor. a 2. 3/4" empty conduit to locations shown at the tot perimeter for lot fighting Is by the General Contractor. Lighting fixtures, bases, poles, conduit, and wiring are by the General Contractor, 3. Lot fighting concrete footings to conform with the soils report recommendations for this site. w o 4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole supplier. Q 04 i t General contractor shall coordinate with flag pole supplier prior to construction. S. The Contractor shall coordinate with all utility companies to determine exact point of service 4 connection at existing utility. Refer to the building electrical and plumbing drawings for utility service entrance locations, sizes, and circuftin . 6. General Contractor must provide exact "as built" infomtation upon completion. D= 7. All elevations shown are In reference to the benchmark and must be verified by the General Contractor at groundbreek, 8. Curb elevations shall be 6" above finish pavement unless noted otherwise. 9. All landscape areas shall be rough graded to 6" below top of all walks and curbs. Finished/ i grading, landscaping and sprinkler systems are by the Owner/ Operator, 10. it is strongly recommended that no contractual agreements of any kind be signed prior to ��„'.OF,� receiving and thoroughly reviewing all approvals from all of the regulatory authorities having ' jurisdiction over this project. if 10. 11. Due to the nature of the work, all dimensions shown shall be considered approximate. P °ass .............•............,� Contractor shall field verify all dimensions beginning p g TED A. MURDAY prior to be innin construction. Shop drawings shall �•,_.,... ................. ..� be submitted to the Architect and /or Engineer for approval prior to fabrication or installation of A «�,•., 91918 any item. Failure to adhere to this procedure shall place full responsibility for any errors W".. �F ... 12. Contractor shall contact appropriate jurisdictional agencies prior to construction to confirm If ��A� independent testing or inspections will be required prior to their acceptance of work. Z l 3 Contractor shall make necessary arrangements to insure proper testing & inspections are documented such that work will be accepted at project completion. 13. Sidewalks around building shall have same subgrade preparation as building foundation. 14. All materials and construction within easements and R.O.W. shall conform to all governing authorities' jurisdictional standard construction details and specifications. 15. Topographic information taken from a Topographic Survey performed by JPH Land Surveying, Inc.. The Contractor shall notify the Engineer immediately, in writing, of any discrepancies or omissions to the topographic information. The Contractor(s) shall be responsible for confirming the location (horizontaWartical) of any buried cables, conduits, pipes, and O structures (storm sewer, sanitary sewer, water, gas, television, telephone, etc.) which impact the construction site. The Contractors) shall notify the Owner and Engineer if any discrepancies are found between the actual conditions versus the data contained in the construction plans. Any costs incurred as the result of not confirming the actual location (horizontallverfical) of said cables, conduits, pipes, and structures shad be borne by the 8 4 O cQi Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer if any errors or discrepancies are found on the construction documents (ps&e), which negatively impact the 8 8? project. The Engineer and Owner shall be indemnified of problems and/or cost which may a yy� result from Contractor's failure to notify Engineer and Owner. z f-e I..� 16. McDonald's reserves the right to request a compaction and /or a core sample. If tests prove _ a correct, per the sods report, tests will be at the expense of McDonald's, otherwise G.C. will be eq a charged. V OIx x O 17. Contractor shad comply to the fullest extent with the latest standards of OSHA directives or � any other agency having jurisdiction for excavation and trenching procedure. Contractor shad O n- use support systems, sloping, benching, or other means of protection, including but is not a O limited to, access and agrees from all excavation and trenching, Contractor is re Lu eg ng, responsible to Z a comply with performance criteria for OSHA. O F Q W) ul VERIFY W /MCDONALD'S: ASPHALT: CONCRETE: pf� Q (no PAVING SPECIFICATION V z a CONTRACTOR TO BID: ASPHALT: CONCRETE: ® r�/1 04 Q w U D' M m Lu O (0Z o� o A Z r4 U aQ z CONCRETE PAVEMENT RECOMMENDATIONS - BASE BID PAVEMENT MATERIALS V) HEAVY DUTY Portland Cement Concrete PVMT w 7" Granular Sub -Base PAVEMENT 6" a X cy 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REFER TO ORIGINAL Q A GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. NOTES: ti j J tV M THE INFORMATION ABOVE IS BEING PROVIDED FOR REFERENCE ONLY AND SHALL NOT BE RELIED ON AS ACCL RATE. THE CONTRACTOR STALL BE RESPONSIBLE FOR REFERRING TO TW ORIGINAL GEOTECHNICAL REPORT REFERENCED ABOVE FOR O v ALL PAVEMENT /EARTHWORK REQUIREMENTS. APF, J 00 t`m M 0 in SURVEY INFORMATION a GEOTECHNICAL REPORT, Q PREPARED BY: LEGAL DESCRIPTION: g 00 JPH LAND SURVEYING, INC LOT 1, BLACK A, M.P. McDONALD'S ADDIMON 807 BLUEBONNET DRIVE, SUITE C AN ADDITION TO THE CITY OF COPPELL, P ANI ■ 651- (817) 431 -4971 VOLUME 87233, PAGE 2925 M.R.D.C.T. DATE: 01/19/2013 UG & Z PLAN SCALE: I"= 20' 4G I)RbP NORTH Z H � O w tY 0. 0 I # ai W o Z z a W ❑ W CO rn ■ ir w O 0 Ili o VICINITY MAP 0 N.T. S. GENERAL NOTES a 1. Bases, anchor bolts, conduit, and wiring for all signs are by the General Contractor. a 2. 3/4" empty conduit to locations shown at the tot perimeter for lot fighting Is by the General Contractor. Lighting fixtures, bases, poles, conduit, and wiring are by the General Contractor, 3. Lot fighting concrete footings to conform with the soils report recommendations for this site. w o 4. Bases for flagpoles are by the General Contractor. Anchor bolts are by the flagpole supplier. Q 04 i t General contractor shall coordinate with flag pole supplier prior to construction. S. The Contractor shall coordinate with all utility companies to determine exact point of service 4 connection at existing utility. Refer to the building electrical and plumbing drawings for utility service entrance locations, sizes, and circuftin . 6. General Contractor must provide exact "as built" infomtation upon completion. D= 7. All elevations shown are In reference to the benchmark and must be verified by the General Contractor at groundbreek, 8. Curb elevations shall be 6" above finish pavement unless noted otherwise. 9. All landscape areas shall be rough graded to 6" below top of all walks and curbs. Finished/ i grading, landscaping and sprinkler systems are by the Owner/ Operator, 10. it is strongly recommended that no contractual agreements of any kind be signed prior to ��„'.OF,� receiving and thoroughly reviewing all approvals from all of the regulatory authorities having ' jurisdiction over this project. if 10. 11. Due to the nature of the work, all dimensions shown shall be considered approximate. P °ass .............•............,� Contractor shall field verify all dimensions beginning p g TED A. MURDAY prior to be innin construction. Shop drawings shall �•,_.,... ................. ..� be submitted to the Architect and /or Engineer for approval prior to fabrication or installation of A «�,•., 91918 any item. Failure to adhere to this procedure shall place full responsibility for any errors W".. �F ... 12. Contractor shall contact appropriate jurisdictional agencies prior to construction to confirm If ��A� independent testing or inspections will be required prior to their acceptance of work. Z l 3 Contractor shall make necessary arrangements to insure proper testing & inspections are documented such that work will be accepted at project completion. 13. Sidewalks around building shall have same subgrade preparation as building foundation. 14. All materials and construction within easements and R.O.W. shall conform to all governing authorities' jurisdictional standard construction details and specifications. 15. Topographic information taken from a Topographic Survey performed by JPH Land Surveying, Inc.. The Contractor shall notify the Engineer immediately, in writing, of any discrepancies or omissions to the topographic information. The Contractor(s) shall be responsible for confirming the location (horizontaWartical) of any buried cables, conduits, pipes, and O structures (storm sewer, sanitary sewer, water, gas, television, telephone, etc.) which impact the construction site. The Contractors) shall notify the Owner and Engineer if any discrepancies are found between the actual conditions versus the data contained in the construction plans. Any costs incurred as the result of not confirming the actual location (horizontallverfical) of said cables, conduits, pipes, and structures shad be borne by the 8 4 O cQi Contractor. Additionally, the Contractor(s) shall notify the Owner and Engineer if any errors or discrepancies are found on the construction documents (ps&e), which negatively impact the 8 8? project. The Engineer and Owner shall be indemnified of problems and/or cost which may a yy� result from Contractor's failure to notify Engineer and Owner. z f-e I..� 16. McDonald's reserves the right to request a compaction and /or a core sample. If tests prove _ a correct, per the sods report, tests will be at the expense of McDonald's, otherwise G.C. will be eq a charged. V OIx x O 17. Contractor shad comply to the fullest extent with the latest standards of OSHA directives or � any other agency having jurisdiction for excavation and trenching procedure. Contractor shad O n- use support systems, sloping, benching, or other means of protection, including but is not a O limited to, access and agrees from all excavation and trenching, Contractor is re Lu eg ng, responsible to Z a comply with performance criteria for OSHA. O F Q W) ul VERIFY W /MCDONALD'S: ASPHALT: CONCRETE: pf� Q (no PAVING SPECIFICATION V z a CONTRACTOR TO BID: ASPHALT: CONCRETE: ® r�/1 04 Q w U D' M m Lu O (0Z o� o A Z r4 U aQ z CONCRETE PAVEMENT RECOMMENDATIONS - BASE BID PAVEMENT MATERIALS V) HEAVY DUTY Portland Cement Concrete PVMT w 7" Granular Sub -Base PAVEMENT 6" W a Li 2. SUBGRADE SHOULD BE SCARIFIED AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR (ASTM fl 698) MAXIMUM DRY DENSITY FOR A DEPTH OF AT LEAST 6 INCHES BELOW THE SURFACE, PER THE ORIGINAL GEOTECH REPORT 3. PAVEMENT MAY BE PLACED AFTER THE SUBGRADE HAS BEEN PROPERLY COMPACTED, w FINE - GRADED AND PROOF ROLLED AS SPECIFIED IN THE SOILS REPORT. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL, NORTH TEXAS COUNCIL OF GOVERNMENTS AND /OR THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 5. WATER SHOULD NOT BE ALLOWED TO POND BEHIND CURBS AND SATURATE THE BASE MATERIALS, GRANULAR BASE MATERIAL SHOULD EXTEND THROUGH THE SLOPE PROVIDING UNDERGROUND DRAINAGE AN EXIT PATH 8. REFER TO C6.2 FOR CONCRETE JOINT SPECIFICATIONS UNLESS NOTED OTHERWISE IN t V) THE SOILS REPORT. !) w 7. ALL CONCRETE PAVEMENT SHALL BE 4,000 PSI @ 28 DAYS AND REINFORCED WITH #3 w PAVEMENT w a X cy 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REFER TO ORIGINAL Q A GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. NOTES: THE INFORMATION ABOVE IS BEING PROVIDED FOR REFERENCE ONLY AND SHALL NOT BE RELIED ON AS ACCL RATE. THE CONTRACTOR STALL BE RESPONSIBLE FOR REFERRING TO TW ORIGINAL GEOTECHNICAL REPORT REFERENCED ABOVE FOR O v ALL PAVEMENT /EARTHWORK REQUIREMENTS. APF, J 1. PAVEMENT AND SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE ORIGINAL 0 in SURVEY INFORMATION a GEOTECHNICAL REPORT, Q PREPARED BY: LEGAL DESCRIPTION: g JPH LAND SURVEYING, INC LOT 1, BLACK A, M.P. McDONALD'S ADDIMON 2. SUBGRADE SHOULD BE SCARIFIED AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR (ASTM fl 698) MAXIMUM DRY DENSITY FOR A DEPTH OF AT LEAST 6 INCHES BELOW THE SURFACE, PER THE ORIGINAL GEOTECH REPORT 3. PAVEMENT MAY BE PLACED AFTER THE SUBGRADE HAS BEEN PROPERLY COMPACTED, w FINE - GRADED AND PROOF ROLLED AS SPECIFIED IN THE SOILS REPORT. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL, NORTH TEXAS COUNCIL OF GOVERNMENTS AND /OR THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 5. WATER SHOULD NOT BE ALLOWED TO POND BEHIND CURBS AND SATURATE THE BASE MATERIALS, GRANULAR BASE MATERIAL SHOULD EXTEND THROUGH THE SLOPE PROVIDING UNDERGROUND DRAINAGE AN EXIT PATH 8. REFER TO C6.2 FOR CONCRETE JOINT SPECIFICATIONS UNLESS NOTED OTHERWISE IN t ❑ THE SOILS REPORT. !) w 7. ALL CONCRETE PAVEMENT SHALL BE 4,000 PSI @ 28 DAYS AND REINFORCED WITH #3 BARS @ 18" O.C.E.W. cy 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REFER TO ORIGINAL Q GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. THE INFORMATION ABOVE IS BEING PROVIDED FOR REFERENCE ONLY AND SHALL NOT BE RELIED ON AS ACCL RATE. THE CONTRACTOR STALL BE RESPONSIBLE FOR REFERRING TO TW ORIGINAL GEOTECHNICAL REPORT REFERENCED ABOVE FOR O v ALL PAVEMENT /EARTHWORK REQUIREMENTS. APF, J D X SURVEY INFORMATION a z PREPARED BY: LEGAL DESCRIPTION: g JPH LAND SURVEYING, INC LOT 1, BLACK A, M.P. McDONALD'S ADDIMON 807 BLUEBONNET DRIVE, SUITE C AN ADDITION TO THE CITY OF COPPELL, P ANI KELLER, TEXAS 76248 DALLAS COUNTY, TEXAS RECORDED IN 651- (817) 431 -4971 VOLUME 87233, PAGE 2925 M.R.D.C.T. DATE: 01/19/2013 UG & Z PLAN SCALE: I"= 20' 4G I)RbP M.P. MCDONALUS STREET ADDRESS 125 SOUTH DENTON TAP ROAD CITY STATE COPPELL TEXAS COUNTY: SURVEY: ABSTRACT NO. DALLAS - -- - -- UC NUMBER: CORPORATE DWG. NAME 042 -0496 SITE PLAN P1 STATUS DATE BY DATE DRAWN 3 -20 -2013 JWM PLAN CHECKED AS -BUILT C3.0 t !) Z APF, J D 12 Z C TY OF O 651- UG & Z ON I 4G I)RbP TEN 0 o Z z a o ir w O 0 Ili o Z ° z o STATUS DATE BY DATE DRAWN 3 -20 -2013 JWM PLAN CHECKED AS -BUILT C3.0