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HomeMy WebLinkAboutZ-6554-H Map 31Tit € -- }— w EX. DETENTION PONS? (2) 10"x45° BEND W/ THRUST BLOCKS (1) FIRE HYDRANT-/( (1) FIRE HYDRANT RISER (1) 10'x6" TEE (1) 6" GATE VALVE & BOX , I 10' I PROP. 10" WATER LINE (C-900) r #d S --.j :2 -------------- EX. 8" SANITARY SEWER LINE i( CONST. 286.3 L. OF/ IT PI SEVVE% SERVIC NE 2. 0%MPE �t ♦ it ii I _.. _ tr vs I tt { Vwva sS,4`y ru Vvnts.ti�wvz t E�X TR=465,54 . : l am , THAN ?p' ; , "', } X F OUT=457.98 I FRG? . FL IN=458 08 I _k T4 . ,If3E HYDRANT RZ DRA1fi RISER I SERVICE PROVIDER PR{3P.•PAD MOUNTED GENERATOR REFER TO.MEP PLANS FOR SIZE (1) FIRE HYDRANT J &DETAILS (1) FIRE HYDRANT RISER (1) 10„x6” TEE I 3 I (1) 6" GATE VALVE & BOX m ' I D Vl PROF CONTRACT BEND W/ THRUST BLOCKS �' �� — WITH 10 W 101,W 1089W __. wk �d.4'1=+(`��✓cxy �� �� 5 i47 �"y��� F , _ — — .'=., r � ����, "di, ply d �, / m4 Is x „ mm. ... bvd. - •... Y.Nk?^�' _.. � ��i - 5. 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I )i 0 i r! , Q 0� 3 EX. 8" SANITARY SEWER Ll i'`P �Z i iiJ {1 , O } (1) FIRE HYDRANT 3 1 FIRE H D T RISER It i ( Y 1 (1}14x6 w EPHONE LINES (11 6"' GAT L Eii O D COORDINATE Ifi1 I I (n_ I,t i /ICE PROVIDER - � i i t I 1 Iil,l, (1) 10"x10" T E (3) 10" GATE VALVE & BOX i n 10 10 s W� vs im 111:_ Y ss -- VACANT AREA COMMERCIAL AREA } I 1 1 RIGHT OF WAY LINE 20' GRADING j PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT i I 4 t -- I s} } CONC. PAD } #i -.. i 7cB } m==_ } J } EX. SPRINKLER VALVE ® EX. TRAFFIC CONTROL BOX f PROPOSED CONCRETE CURB AND GUTTER ®S EX. AUTO SPRINKLER O ) W } I — — PROPOSED FIRE LANE STRIPING } z z } ti } OHE W , I i I I It K2) 10 i Tit € -- }— w EX. DETENTION PONS? (2) 10"x45° BEND W/ THRUST BLOCKS (1) FIRE HYDRANT-/( (1) FIRE HYDRANT RISER (1) 10'x6" TEE (1) 6" GATE VALVE & BOX , I 10' I PROP. 10" WATER LINE (C-900) r #d S --.j :2 -------------- EX. 8" SANITARY SEWER LINE i( CONST. 286.3 L. OF/ IT PI SEVVE% SERVIC NE 2. 0%MPE �t ♦ it ii I _.. _ tr vs I tt { Vwva sS,4`y ru Vvnts.ti�wvz t E�X TR=465,54 . : l am , THAN ?p' ; , "', } X F OUT=457.98 I FRG? . FL IN=458 08 I _k T4 . ,If3E HYDRANT RZ DRA1fi RISER I SERVICE PROVIDER PR{3P.•PAD MOUNTED GENERATOR REFER TO.MEP PLANS FOR SIZE (1) FIRE HYDRANT J &DETAILS (1) FIRE HYDRANT RISER (1) 10„x6” TEE I 3 I (1) 6" GATE VALVE & BOX m ' I D Vl PROF CONTRACT BEND W/ THRUST BLOCKS �' �� — WITH 10 W 101,W 1089W __. wk �d.4'1=+(`��✓cxy �� �� 5 i47 �"y��� F , _ — — .'=., r � ����, "di, ply d �, / m4 Is x „ mm. ... bvd. - •... Y.Nk?^�' _.. � ��i - 5. F4vU.. ,.c. < �l."v1.�'.r! �r..g e ,. ik .w '#ht n 4 u u. wr— _— w IIB - I I I i �I LEGEND ABLY IN REFER VS FOR N (TYP) DUIT FOR It f: _ I i �li pppppp # t � 3t g N 71 i S $II it (fi t! r rl 01 �tE -00 , fit 6 2 A �1NG SETBACK SEPARATION HANK'S FURNITURE LOT 1, BOWMAN KANIS !tl SS FL=460.37 COMMERCIAL ADDITION --- I STS FL=447.55 P.B.I, PG. 120;_ Iit I It ZONE PCD EX. FIRE HYDRANT1 - EX. FIRE HYDRANT AND METERS TO BE RELOCATED U) I Iu PROP. RELOCATED FIRE HYDRANT, RELOCATED — ; } n100 (±+ METERS, DOMESTIC WATER METER, RRIGATIQN METERit " EX. 8 WATER LIN IfOCK� LBi fit rs A p I - it F p ii r I #!( bA's W_ It If j ! vs _I �) x — - 111 1 1) 1 1 E IA V_ B EX. GAS INE �! I t I ! I If ( t, b If 1 Lu / y <:='bIIf .I It 10 i`t } 1) 10{' ALV & BO ' i r, I I I If yI � � �DjWPROP. 10" WATER LINE (C-900) 19 79' I d C ,I t I { I I } 5. I )i 0 i r! , Q 0� 3 EX. 8" SANITARY SEWER Ll i'`P �Z i iiJ {1 , O } (1) FIRE HYDRANT 3 1 FIRE H D T RISER It i ( Y 1 (1}14x6 w EPHONE LINES (11 6"' GAT L Eii O D COORDINATE Ifi1 I I (n_ I,t i /ICE PROVIDER - � i i t I 1 Iil,l, (1) 10"x10" T E (3) 10" GATE VALVE & BOX i n 10 10 s W� vs im 111:_ Y ss -- VACANT AREA COMMERCIAL AREA UTILITY RESOURCE LIST WATER AUTHORITY ROBBIE BILLINGSLEY WATER REGULATIONS SPECIALIST CENTRAL ARKANSAS WATER 221 EAST CAPITOL AVENUE P.O. BOX 1789 LITTLE ROCK, AR 72203 PHONE: 501.377.1226 FAX: 501.201.4980 EMAIL: Robbie.BiIlingsley@r-arkw.com OH UTILITY NOTES A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND GEOTECHNICAL REPORT. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIOR TO CONSTRUCTION START. E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. G. REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING/LIGHT POLE BASES AND ELECTRICAL CONDUIT PLACEMENT AND SPECIFICATIONS. POLE LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC. H. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION/CONSTRUCTION ACTIVITIES TAKE PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS. I. CONTRACTOR SHALL ENSURE ALL CONSTRUCTED UTILITIES MEET THE MINIMUM SEPARATION AND COVER REQUIREMENTS SET FORTH BY THE PROVIDER, FEDERAL/STATE/LOCAL REGULATIONS, OR SPECIFICATIONS IN THE EVENT THERE IS A CONFLICT THE MOST STRINGENT SHALL APPLY. J. GENERAL CONTRACTOR TO PROVIDE 2'X2'X6" THICK CONCRETE APRON AT ALL CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING. K. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDINGS. L. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. M. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. N. ALL WATER AND SANITARY SEWER LEADS TO BUILDING SHALL END 5' OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END. O. ALL FIRE HYDRANTS SHALL BE PROVIDED WITH AN APPROVED GATE VALVE A MAXIMUM OF 5'(UNLESS OTHERWISE SPECIFIED BY CITY OFFICIAL) FROM HYDRANT. P. 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. REFER TO FIRE PROTECTION SHEETS FOR LOCATION AND DETAIL OF FIRE LINE LEAD IN. FIRE LINE SHALL BE STUBBED UP V ABOVE FFE IN SPRINKLER ROOM. R. REFER TO PLUMBING SHEETS FOR LOCATION AND DETAILS OF SEWER, DOMESTIC, AND IRRIGATION CONNECTIONS. S. CONTRACTOR SHALL REFER TO IRRIGATION PLANS FOR ACTUAL LOCATION, SIZE, LENGTH AND DEPTH. TEMPORARILY PLUG BOTH ENDS. IRRIGATION CONTRACTOR WILL REMOVE TEMPORARY PLUGS. INSTALL LINES AND PROPERLY SEAL BOTH ENDS. T. THE FIRE DEPARTMENT CONNECTION (FDC) SHALL BE LOCATED ON THE STREET SIDE OF ANY STRUCTURE. THE FDC SHALL BE LOCATED AND ARRANGED SO THAT THE HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFERENCE FROM OBJECTS. U. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE EXTENSIONS OF ALL UTILITY SERVICE LINES TO THE MAIN UTILITY LINES. V. ALL CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. W. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. N SCALE IN FEET 0 50' 75' 100' QEF 0 R E YO O 0 °�r 89u� 'Q S S y � AS ONE to T 1 N ENGINEERING • PLANNING • CONSULTING P.O. Box 14534 Oklahoma City, OK 73113 ImlllsO cedarereekinccom Phone 405.406.2372 AR CA 3004 EXP. 12/31/16 LOCATION MAP: R 13 IN ANOT TO SCALE PROJECT: LOWE'S' LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: MW_ DATE - 11136Miwrr _.. .__... THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF CEDAR CREEK CONSULTING INC. THIS SHEET IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH OR POST DATES THE DRAWING DATE. ANY CHANGES MADE FROM THESE PLANS WITHOUT CONSENT OF CEDAR CREEK CONSULTING INC. ARE UNAUTHORIZED, AND SHALL RELIEVE CEDAR CREEK CONSULTING OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. DRAWING TITLE UTILITY PLAN SHEET: C4.00 RIGHT OF WAY LINE PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT -- -- ------ EASEMENT LINE 7cB m==_ ®_ EXISTING CONCRETE CURB AND GUTTER ®cv EX. SPRINKLER VALVE ® EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE CURB AND GUTTER ®S EX. AUTO SPRINKLER ® EX. FLAG POLE — — PROPOSED FIRE LANE STRIPING eva ❑ EX. ELECT. PEDESTAL OK EX. YARD LIGHT OHE OVERHEAD ELECTRIC UGE UNDERGROUND ELECTRIC ET EX, ELECT. TRANSFORMER © EX. GREASE TRAP GAS GAS LINE ❑EM EX. ELECT. METER @ EX. SS MANHOLE UGT UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC []T PROP. ELECT METER ® PROP. SS MANHOLE g"SS SANITARY SEWER AC EI EX. AIR CONDITIONER Q EX. GAS METER 8"W WATERLINE 9 EX. SIGNAGE A6 PROP. GAS METER S BENCHMARK EX. LIGHT POLE ® EX. ELECT. MANHOLE FIRE HYDRANT 0 EX. POWER POLE 00 PROP. LIGHT POLE EX. STORM MANHOLE m WATER VALVE fif PROP. POWER POLE rno 0 EX.BOLLARD EX. WATER METER PIT ❑ EX. TELEPHONE PED. Mp ® ., IM PROP. INLETS (SEE GRADING PLAN FOR TYPE) UTILITY RESOURCE LIST WATER AUTHORITY ROBBIE BILLINGSLEY WATER REGULATIONS SPECIALIST CENTRAL ARKANSAS WATER 221 EAST CAPITOL AVENUE P.O. BOX 1789 LITTLE ROCK, AR 72203 PHONE: 501.377.1226 FAX: 501.201.4980 EMAIL: Robbie.BiIlingsley@r-arkw.com OH UTILITY NOTES A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND GEOTECHNICAL REPORT. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIOR TO CONSTRUCTION START. E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. G. REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING/LIGHT POLE BASES AND ELECTRICAL CONDUIT PLACEMENT AND SPECIFICATIONS. POLE LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC. H. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION/CONSTRUCTION ACTIVITIES TAKE PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS. I. CONTRACTOR SHALL ENSURE ALL CONSTRUCTED UTILITIES MEET THE MINIMUM SEPARATION AND COVER REQUIREMENTS SET FORTH BY THE PROVIDER, FEDERAL/STATE/LOCAL REGULATIONS, OR SPECIFICATIONS IN THE EVENT THERE IS A CONFLICT THE MOST STRINGENT SHALL APPLY. J. GENERAL CONTRACTOR TO PROVIDE 2'X2'X6" THICK CONCRETE APRON AT ALL CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING. K. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDINGS. L. THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. M. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. N. ALL WATER AND SANITARY SEWER LEADS TO BUILDING SHALL END 5' OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END. O. ALL FIRE HYDRANTS SHALL BE PROVIDED WITH AN APPROVED GATE VALVE A MAXIMUM OF 5'(UNLESS OTHERWISE SPECIFIED BY CITY OFFICIAL) FROM HYDRANT. P. 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. REFER TO FIRE PROTECTION SHEETS FOR LOCATION AND DETAIL OF FIRE LINE LEAD IN. FIRE LINE SHALL BE STUBBED UP V ABOVE FFE IN SPRINKLER ROOM. R. REFER TO PLUMBING SHEETS FOR LOCATION AND DETAILS OF SEWER, DOMESTIC, AND IRRIGATION CONNECTIONS. S. CONTRACTOR SHALL REFER TO IRRIGATION PLANS FOR ACTUAL LOCATION, SIZE, LENGTH AND DEPTH. TEMPORARILY PLUG BOTH ENDS. IRRIGATION CONTRACTOR WILL REMOVE TEMPORARY PLUGS. INSTALL LINES AND PROPERLY SEAL BOTH ENDS. T. THE FIRE DEPARTMENT CONNECTION (FDC) SHALL BE LOCATED ON THE STREET SIDE OF ANY STRUCTURE. THE FDC SHALL BE LOCATED AND ARRANGED SO THAT THE HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFERENCE FROM OBJECTS. U. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE EXTENSIONS OF ALL UTILITY SERVICE LINES TO THE MAIN UTILITY LINES. V. ALL CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED. W. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. N SCALE IN FEET 0 50' 75' 100' QEF 0 R E YO O 0 °�r 89u� 'Q S S y � AS ONE to T 1 N ENGINEERING • PLANNING • CONSULTING P.O. Box 14534 Oklahoma City, OK 73113 ImlllsO cedarereekinccom Phone 405.406.2372 AR CA 3004 EXP. 12/31/16 LOCATION MAP: R 13 IN ANOT TO SCALE PROJECT: LOWE'S' LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: MW_ DATE - 11136Miwrr _.. .__... THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF CEDAR CREEK CONSULTING INC. THIS SHEET IS NOT TO BE USED FOR CONSTRUCTION UNLESS THE ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH OR POST DATES THE DRAWING DATE. ANY CHANGES MADE FROM THESE PLANS WITHOUT CONSENT OF CEDAR CREEK CONSULTING INC. ARE UNAUTHORIZED, AND SHALL RELIEVE CEDAR CREEK CONSULTING OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. DRAWING TITLE UTILITY PLAN SHEET: C4.00