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HomeMy WebLinkAboutZ-6554-H Map 11NOTE: CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED WORK MEETS ADA REQUIREMENTS. REFER TO www.aocess-board.gov/ ada-aba/ada-standards-doj. cfm NOTE: CONTRACTOR SHALL CONSTRUCT AND i D r) SURFACE AREA TABLE: TOTAL OVERALL AREA: 517,842.25 SF BUILDING AREA: 111,995 SF (21.63%) PAVED AREA: 273,067.47 SF (52.73%) LANDSCAPE AREA: 132,779.78 SF (25.64%) EX. GRATED INLET INSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS AT LEGEND CONC, PAD I PROP. FIRE ' PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS ALL HANDICAP SPACES. W NOTE: REPAIR OR REPLACE ANY CURB AND If 9 ---------------- g PROP. JUNCTION BOX (TYP) I -- -- GUTTER OR SIDEWALK THAT IS DAMAGED IN THE 0 1 t C ` 1 _ PUBLIC RIGHT OF WAY PRIOR TO OCCUPANCY 1 ��( � I _.. 9EF0Rf y� _ T MEET MATCH EXISTING (TYP) y f s I EX. SPRINKLER VALVE SURFACE AREA TABLE: TOTAL OVERALL AREA: 517,842.25 SF BUILDING AREA: 111,995 SF (21.63%) PAVED AREA: 273,067.47 SF (52.73%) LANDSCAPE AREA: 132,779.78 SF (25.64%) EX. GRATED INLET O� PROP. FIRE ram' HYDRANT (TYP) 1 4 �V 59.33' MEET & MATCH EXISTING (TYP) I I 1 II 9 II p i i II I HANK'S FURNITURE X�� I TBAcx - �Ie HANK'S FURNITURE t. I LOT 1, BOWMAN KANIS e "' -vt—y O I I f �uJ COMMERCIAL ADDITION P.B. I, PG. 120 ZONE PCD _.._,_. �, - —T - MEET & MATCH EXISTING (TYP) — PROP. STOP BAR WI STOP SIGN � r .6- P BAR W/ STOP SIGN BLOCK I 1 MEET & MATCH 3 ITT, '�-- PROP. CURB INLET (TYP) ww 1 I EXISTING (TYP) R20' �g0 1t 9 - o PROP. STEP BAR I I I I N 0! W/ STOP SIGN I I T7 NI a III 1 I .I iii 2 116.28 L.F. FULL DEPTH M I, O SAW CUT AND CURB 24 R�5' Noy I I REMOVAL 1 O { ( 15, ! _ TOP SIGN6- NIS 01 1 I W II � I FOR DETAILS; I � LEGEND CONC, PAD I PROP. FIRE ' PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS I HYDRANT (TYP) W BOUNDARY LINE If 9 ---------------- g PROP. JUNCTION BOX (TYP) I -- -- EXISTING (TYP) 0 1 t Q � 1 ------ 1 ��( � I BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHOWN. R A T I O A � s I EX. SPRINKLER VALVE O ' Q R F T R HI 11 gFF 5' PLANS F E R T A l J E A L _ A s i 1 I �LIJ 1 it I MEET & MATCH EXISTING TYP I U W 8 I Epp � LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. E. I ( ) 1 Z EX. ELECT. PEDESTAL o R3, R3' c R3' 36' UGE II Y P 1 p it 1 I EX. ELECT. TRANSFORMER k LU� i 1 GREASE TRAP F. 1 1 GAS LINE EM ❑ EX. ELECT. METER i O O� PROP. FIRE ram' HYDRANT (TYP) 1 4 �V 59.33' MEET & MATCH EXISTING (TYP) I I 1 II 9 II p i i II I HANK'S FURNITURE X�� I TBAcx - �Ie HANK'S FURNITURE t. I LOT 1, BOWMAN KANIS e "' -vt—y O I I f �uJ COMMERCIAL ADDITION P.B. I, PG. 120 ZONE PCD _.._,_. �, - —T - MEET & MATCH EXISTING (TYP) — PROP. STOP BAR WI STOP SIGN � r .6- P BAR W/ STOP SIGN BLOCK I 1 MEET & MATCH 3 ITT, '�-- PROP. CURB INLET (TYP) ww 1 I EXISTING (TYP) R20' �g0 1t 9 - o PROP. STEP BAR I I I I N 0! W/ STOP SIGN I I T7 NI a III 1 I .I iii 2 116.28 L.F. FULL DEPTH M I, O SAW CUT AND CURB 24 R�5' Noy I I REMOVAL 1 O { ( 15, ! _ TOP SIGN6- NIS 01 1 I W II 1w R1 i m1 6 O I I I I I � I 1 I o n III } v V v FOR DETAILS. i i ' ``�IIIIIIIIII r ; H, STOP N iP e i PROP. STOP BAR W! STOP SIGN js 36 N 9 i ' Px SITE NOTES LEGEND CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO H. PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS MEET & MATCH I W BOUNDARY LINE B 9 OT EX. f -- -- EXISTING (TYP) 0 1 t Q EX. 3' ------ EASEMENT LINE ��( 'I I I Q BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHOWN. R A T I O A EXISTING CONCRETE CURB AND GUTTER ®cV EX. SPRINKLER VALVE 1 X11 OD I Q R F T R HI 11 gFF 5' PLANS F E R T A l J E A L _ A s 1 I 1 2.09' Ij I I IZ 1 it I MEET & MATCH EXISTING TYP I U W 8 8 Epp (TYP) LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. E. I ( ) 1 ❑ EX. ELECT. PEDESTAL o R3, R3' c R3' R10 UGE II Y P 1 p it 1 I EX. ELECT. TRANSFORMER © EX. GREASE TRAP F. GAS GAS LINE EM ❑ EX. ELECT. METER CONST. 63.65 L.F. OF O ( 4 Q Q Q P O A E 1 L T 20-C URB CURB & GUTTER U FO UNDERGROUND FIBER OPTIC Q PROP. ELECT. METER 0 ! CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. � E 1 @ $ Ii 1 1 11 pC EX. AIR CONDITIONER Q EX. ( ) 8"W WATERLINE CURB RETURN TO tej r5 9' BENCHMARK I rn E A BE REMOVED N0 EX. LIGHT POLE © EX. ELECT. MANHOLE 1 0 EX. POWER POLE R6' BOPUIS PARKING EX. STORM MANHOLE Z WATER VALVE JV PROP. POWER POLE CP ' MEET&MATCH Ip & SIGN (TYP) IxaP R3' N RS R10.111 INLETS (SEE GRADING PLAN FOR TYPE) I 1 EXISTING (TYP)Lj i 111E II I i tl I I i 3,111 o�� I I I 3' 9, N 26, I 11 1 1 0' I III I.Q I I I .` �70 R3 P o I IM ' N R3' R3' R10' I I I Z I I 1w R1 i m1 6 O I I I I I � I 1 I o n III } v V v FOR DETAILS. i i ' ``�IIIIIIIIII r ; H, STOP N iP e i PROP. STOP BAR W! STOP SIGN js 36 N 9 i ' Px SITS BATA GENERAL Site: Acreage: Lowe's Developed ±13.91 AC Lowe's Undeveloped ± 3.81 AC Total ±17.72 AC Latitude: N 34.7446 Longitude: W 92.4094 Building: Classification 94KSQUAREMODIFIED To tal Sq. Ft. 111, 995 S.F. (HEATED BUILDING) Garden Center Sq. Ft. 24,535&F List Architectural Upgrades Required: NONEAREANTICIPA TED List Limits to Visibility of Building: NIA SICA Road Signage Requested: No. of Pylon Signs 1 Max. sq, ft. 160.00 Max. height 36'-0^ Shopping Center? No (Position on SC Sign? NIA No. of Monument Signs 0 Max. sq. ft. NIA Max. height NIA List Limits to Visibility of Road Sign: NIA Building Signage Requested: Front Elevation max sq. ft. 50o.00 Additional Building Signs Requested: Right Side NIA Left Side NIA Rear of Bldg NIA PARKING Lowe's Standard Requirements: Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 4.16 City/Municipality Parking Requirements: Standard Spaces: 285 Handicapped Spaces: 12 Total Spaces: 295 Ratio (spaces/1000 sq. ft.) 273– Ratio w/GC sq. ft. 217 Reduced parking requirements wit1 be allowed as part of the PCD Rezoning process Parking Provided. Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 416 Ratio w/GC sq. ft. 3.31 F/C SignSignals:TAAF Existing x Yes No Location INTERSECTIONOFKANISROAD AND SOUTH BOWMAN ROAD Proposed Yes x No Location Required Yes x No Traffic Counts: Kanis Rd.: 13, 000 Ioy (2009) S. Bowman Rd.: 18,000 Iax (2009) Infrastructure: Future Infrastructure Improvements Proposed by Government Agencies That Will Affect the Lowe's Site: City has plans to make Kanis Rd a four lane section with turn lanes from Gamble to Shackleford Rd. Project is partially funded and currently under design. Project w111 go to bid In 2016 and be completed in 2017. PAVING LEGEND i SIDEWALK PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT LOCATION MAP: R 13 W T 0 1 N N IC PROJECT LOCATION NOT TO SCALE PROJECT: IOWE'tf LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: 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 SITE PLAN SHEET: C1.01 SITE NOTES LEGEND CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO H. PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND -- BOUNDARY LINE B EX. WATER METER OT EX. TELEPHONE MANHOLE -- -- RIGHT OF WAY LINE 0 PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT ------ EASEMENT LINE J. BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHOWN. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. EXISTING CONCRETE CURB AND GUTTER ®cV EX. SPRINKLER VALVE rce 13 EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE CURB AND GUTTER A s EX. AUTO SPRINKLER A EX. FLAG POLE — — — — PROPOSED FIRE LANE STRIPING Epp PRIOR TO CONSTRUCTION START. LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. E. 01# OVERHEAD ELECTRIC ❑ EX. ELECT. PEDESTAL o EX. YARD LIGHT UGE UNDERGROUND ELECTRIC ET ❑ EX. ELECT. TRANSFORMER © EX. GREASE TRAP F. GAS GAS LINE EM ❑ EX. ELECT. METER © EX. SS MANHOLE UGT UNDERGROUND TELEPHONE DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. FO UNDERGROUND FIBER OPTIC Q PROP. ELECT. METER 0 PROP. SS MANHOLE CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. 8"SS SANITARY SEWER pC EX. AIR CONDITIONER Q EX. GAS METER 8"W WATERLINE BENCHMARK 1 EX. SIGNAGE A PROP. GAS METER - EX. LIGHT POLE © EX. ELECT. MANHOLE FIRE HYDRANT 0 EX. POWER POLE 00 PROP. LIGHT POLE EX. STORM MANHOLE Z WATER VALVE JV PROP. POWER POLE CP EX, BOLLARD IxaP m0 EX. EX. WATER METER PIT E] EX. TELEPHONE PED. 0 ,.. .. .& PROP. INLETS (SEE GRADING PLAN FOR TYPE) SITS BATA GENERAL Site: Acreage: Lowe's Developed ±13.91 AC Lowe's Undeveloped ± 3.81 AC Total ±17.72 AC Latitude: N 34.7446 Longitude: W 92.4094 Building: Classification 94KSQUAREMODIFIED To tal Sq. Ft. 111, 995 S.F. (HEATED BUILDING) Garden Center Sq. Ft. 24,535&F List Architectural Upgrades Required: NONEAREANTICIPA TED List Limits to Visibility of Building: NIA SICA Road Signage Requested: No. of Pylon Signs 1 Max. sq, ft. 160.00 Max. height 36'-0^ Shopping Center? No (Position on SC Sign? NIA No. of Monument Signs 0 Max. sq. ft. NIA Max. height NIA List Limits to Visibility of Road Sign: NIA Building Signage Requested: Front Elevation max sq. ft. 50o.00 Additional Building Signs Requested: Right Side NIA Left Side NIA Rear of Bldg NIA PARKING Lowe's Standard Requirements: Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 4.16 City/Municipality Parking Requirements: Standard Spaces: 285 Handicapped Spaces: 12 Total Spaces: 295 Ratio (spaces/1000 sq. ft.) 273– Ratio w/GC sq. ft. 217 Reduced parking requirements wit1 be allowed as part of the PCD Rezoning process Parking Provided. Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 416 Ratio w/GC sq. ft. 3.31 F/C SignSignals:TAAF Existing x Yes No Location INTERSECTIONOFKANISROAD AND SOUTH BOWMAN ROAD Proposed Yes x No Location Required Yes x No Traffic Counts: Kanis Rd.: 13, 000 Ioy (2009) S. Bowman Rd.: 18,000 Iax (2009) Infrastructure: Future Infrastructure Improvements Proposed by Government Agencies That Will Affect the Lowe's Site: City has plans to make Kanis Rd a four lane section with turn lanes from Gamble to Shackleford Rd. Project is partially funded and currently under design. Project w111 go to bid In 2016 and be completed in 2017. PAVING LEGEND i SIDEWALK PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT LOCATION MAP: R 13 W T 0 1 N N IC PROJECT LOCATION NOT TO SCALE PROJECT: IOWE'tf LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: 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 SITE PLAN SHEET: C1.01 SITE NOTES A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO H. PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL GEOTECHNICAL REPORT. REQUIREMENTS, B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND L UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3'. SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. J. BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY, UNLESS OTHERWISE SHOWN. C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE K. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL POINTS AND CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT. LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE DEPTHS ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED PRIOR TO CONSTRUCTION START. LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND L. REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING AND ELECTRICAL CONDUIT PLANS. POLE THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S FOR PAYMENT. RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND UTILITIES, SIDEWALKS, ETC. 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, M. CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. N. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED. SITS BATA GENERAL Site: Acreage: Lowe's Developed ±13.91 AC Lowe's Undeveloped ± 3.81 AC Total ±17.72 AC Latitude: N 34.7446 Longitude: W 92.4094 Building: Classification 94KSQUAREMODIFIED To tal Sq. Ft. 111, 995 S.F. (HEATED BUILDING) Garden Center Sq. Ft. 24,535&F List Architectural Upgrades Required: NONEAREANTICIPA TED List Limits to Visibility of Building: NIA SICA Road Signage Requested: No. of Pylon Signs 1 Max. sq, ft. 160.00 Max. height 36'-0^ Shopping Center? No (Position on SC Sign? NIA No. of Monument Signs 0 Max. sq. ft. NIA Max. height NIA List Limits to Visibility of Road Sign: NIA Building Signage Requested: Front Elevation max sq. ft. 50o.00 Additional Building Signs Requested: Right Side NIA Left Side NIA Rear of Bldg NIA PARKING Lowe's Standard Requirements: Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 4.16 City/Municipality Parking Requirements: Standard Spaces: 285 Handicapped Spaces: 12 Total Spaces: 295 Ratio (spaces/1000 sq. ft.) 273– Ratio w/GC sq. ft. 217 Reduced parking requirements wit1 be allowed as part of the PCD Rezoning process Parking Provided. Standard Spaces: 390 Handicapped Spaces: 8 Total Spaces: 398 Ratio (spaces/1000 sq. ft.) 416 Ratio w/GC sq. ft. 3.31 F/C SignSignals:TAAF Existing x Yes No Location INTERSECTIONOFKANISROAD AND SOUTH BOWMAN ROAD Proposed Yes x No Location Required Yes x No Traffic Counts: Kanis Rd.: 13, 000 Ioy (2009) S. Bowman Rd.: 18,000 Iax (2009) Infrastructure: Future Infrastructure Improvements Proposed by Government Agencies That Will Affect the Lowe's Site: City has plans to make Kanis Rd a four lane section with turn lanes from Gamble to Shackleford Rd. Project is partially funded and currently under design. Project w111 go to bid In 2016 and be completed in 2017. PAVING LEGEND i SIDEWALK PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT LOCATION MAP: R 13 W T 0 1 N N IC PROJECT LOCATION NOT TO SCALE PROJECT: IOWE'tf LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: 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 SITE PLAN SHEET: C1.01