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HomeMy WebLinkAboutZ-6554-H Map 15EX. DETENTION POND �\ — \ .� � `� � — �- •_ � ter, — ➢"� `�" \.mss=� ,... � _-.....,� `.,.,. � r \ .� � i -17 ,� _..�.M "'^:'-'°.� �"^-ems•-�*--�-�...-.�..a. -- -"... - .... _=,.�.�;.._.� 500 \\\ — RETAINING WALL "C" \1 \ \ \ \ \ \ \ \ I SEE SHEET C3.00 \ — _ 04 _I -- �� 1 CONC. PAD i 10:1 SLOPE MAX. PROP. 20'GRADING I �' — > . FLAT AREA (TYP) - E r (D- i 505— -�- •�. .. w. '-499__ `, i _497'- r .,,.498 i I Vy� -* d^"yat'•„e f ns"�*arN.^ � ,fir¢ �.... A �.p }i •,, d ,� ns GUAR©RAF If I Y,77777777777 7, i/Jilt T. BVv Q2 91 `BW 6 \TP 66.41 TW 6641 TW6014- BW 63.15-. TW 66 15 PROP GUARDRAIL, LOWE'S REFER TO ARCHITECTURAL 94K SQUARE MODIFIED PLANS FOR DETAILS 95,502 SF (SALES FLOOR) BW 66.55 24,535 SF (GARDEN CENTER) TW 66,55 I ) FFE =467.10 I - - - INSET A -A SCALE: I"=30' T rl _�<6, 480 ~+e I � • f I `t6 I e _.. 4� Tp' ' :00 p` I u II I I �II — ILL.. h 67 I I I � �, Do fl �a5. B�if VACANT AREA G .53 .28 . I G, 6.16 ll n MEET & MATCH Ip I 1'p 6i.08 EXISTING (TYP) I fl ��, JI fi6.3 II 7P 07.08 TP CC a p�, LEGEND �I A EX. 18" RCP TO BE BOUNDARY LINE 0 EX. WATER METER I' ACCORDING TO CITY OF EX. TELEPHONE MANHOLE -- -- RIGHT OF WAY LINE fll I� RETAINING WALL "A" PROP. WATER METER Q EX. TRAFFIC SIGNAL LIGHT -- ------ EASEMENT LINE Tca = EXISTING CONCRETE CURB AND GUTTER - EX. SPRINKLER VALVE 13 EX. TRAFFIC CONTROL BOX PROPOSED CONCRETE CURB AND GUTTER ®5 EX. AUTO SPRINKLER 0 EX. FLAG POLE — — — — PROPOSED FIRE LANE STRIPING EPo ❑ EX. ELECT. PEDESTAL C EX. YARD LIGHT OHE OVERHEAD ELECTRIC UGE UNDERGROUND ELECTRIC ET ❑ EX. ELECT. TRANSFORMER © EX. GREASE TRAP GAS GAS LINE EM E) EX. ELECT. METER ® EX. SS MANHOLE UGT UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC Q PROP. ELECT. METER 0 PROP. SS MANHOLE 8"SS SANITARY SEWER ❑A0 EX. AIR CONDITIONER p EX. GAS METER 8"W WATERLINE • BENCHMARK 4 EX. SIGNAGE A PROP. GAS METER - EX. LIGHT POLE © EX. ELECT. MANHOLE b FIRE HYDRANT 0 EX. POWER POLE ClE] PROP. LIGHT POLE EX. STORM MANHOLE Z WATER VALVE 0 PROP. POWER POLE ®P EX. BOLLARD EX. WATER METER PIT ❑ 0 EX. TELEPHONE PED. IM M .& PROP. INLETS (SEE GRADING PLAN FOR TYPE) T. BVv Q2 91 `BW 6 \TP 66.41 TW 6641 TW6014- BW 63.15-. TW 66 15 PROP GUARDRAIL, LOWE'S REFER TO ARCHITECTURAL 94K SQUARE MODIFIED PLANS FOR DETAILS 95,502 SF (SALES FLOOR) BW 66.55 24,535 SF (GARDEN CENTER) TW 66,55 I ) FFE =467.10 I - - - INSET A -A SCALE: I"=30' fll r I I _ X111 n ��I I �I Ag I II�) I 411 l I MEET & MATCH EXISTING (TYP) If!1!'—TP�47. T rl _�<6, 480 �} I I � fll I `t6 I e _.. 4� Tp' ' :00 p` I u II I I �II — ILL.. h 67 I I I � �, Do fl �a5. B�if fll r I I _ X111 n ��I I �I Ag I II�) I 411 l I MEET & MATCH EXISTING (TYP) If!1!'—TP�47. Z P07 (i; I !ii I Tp' ' :00 p` I IiA IIII 67.0 i ! I 66.511 T 28 fl Ijl T 6.66 G .53 .28 . I G, 6.16 ll n MEET & MATCH Ip I 1'p 6i.08 EXISTING (TYP) I fl ��, JI fi6.3 II 7P 07.08 TP CC a p�, �I A EX. 18" RCP TO BE TP 66.89,x ��',? 1' 0 -G 6.5 'f REMOVED & PLUGGED W I' ACCORDING TO CITY OF LITTLE ROCK STANDARDS O fll I� RETAINING WALL "A" SEE SHEET C3.00 INSET B -B SCALE: 1"=30' — OH GRADING NOTES A. CONTRACTOR SHALL REFER TO THE SITE SPECIFIC GEOTECHNICAL REPORT FOR EXISTING SOIL CONDITIONS, CONSIDERATIONS, AND RECOMMENDATIONS. B. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND GEOTECHNICAL REPORT. 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 SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. F. GENERAL CONTRACTOR TO PROVIDE A UNIT PRICE FOR REMOVAL AND REPLACEMENT OF SOILS ON THIS SITE SHOULD REMOVAL BE REQUIRED. G. 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. H. CONTRACTOR SHALL PROVIDE FINAL GRADES THAT DO NOT OBSTRUCT ANY UTILITY ACCESS AND PROVIDE A SMOOTH TRANSITION TO MEET AND MATCH EXISTING GRADES ON ALL SIDES. I. ADA ROUTES ARE NOT TO EXCEED 1:20 RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION. J. ALL NATURAL GROUND SLOPES SHALL NOT EXCEED 3:1. PAVING SLOPES SHALL NOT EXCEED 8%. K. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY EARTH DISTURBING PERMITS HAVE BEEN ACQUIRED AND MEET THE CONDITIONS/REQUIREMENTS SET FORTH IN THE PERMITS PRIOR TO CONSTRUCTION. L. 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. M. THE CONTRACTOR SHALL GRADE SITE TO ENSURE ALL SURFACE WATER DRAINAGE IS AWAY FROM THE BUILDING AND PROVIDES POSITIVE DRAINAGE SO THAT NO STANDING/PONDING WATER TAKES PLACE ON SITE OR ON ADJACENT PROPERTIES. N. 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. O. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO INCLUDE A MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER. P. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED FLOOR SLAB THICKNESS. Q. THE BUILDING PAD SUBGRADE SHALL BE PREPARED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY AND THE CIVIL SPECIFICATIONS. R. ESTABLISH FINAL SUBGRADE ELEVATIONS TO ALLOW FOR PAVEMENT/SLAB SECTIONS AS INDICATED ON THE PLANS. S. IF CONFLICTS EXIST BETWEEN THE GEOTECHNICAL REPORT AND THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. SPOT ELEVATION LEGEND TC - TOP OF CURB FF- FINISH FLOOR G - GUTTER FG - FINAL GRADE TP - TOP OF PAVEMENT TW - TOP OF WALL HP - HIGH POINT BW - BOTTOM OF WALL LP - LOW POINT NOTE: BW IS BOTTOM OF SW - SIDEWALK WALL AT GRADE, NOT FOOTING vs VERTICAL SEPARATION REQUIREMENT N SCALE IN FEE- 0 50' 75' 100' eEFDRE y0 G 0 uuf\�Vl�u�, 98 9�f 9s ORE ENGINEERING • PLANNING • CONSULTING P.O. Box 14534 Oklahoma City, OK 73113 Imills@cedarcreekinc.com Phone 405.406.2372 AR CA 3004 EXP. 12/31/16 LOCATION MAP: R 13 W ATKINS ROAD T 1 N N bd PROJECT LOCATION 0 NOT TO SCALE —0000 rLOWE'V LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: wrnc -- a—eiF — -- — ---.— n�max 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 GRADING PLAN SHEET: C2.00 Z P07 (i; I Tp' ' :00 p` I I 67.0 i 66.511 T 6.66 G .53 . I G, 6.16 n n 1'p 6i.08 ��, JI fi6.3 II 7P 07.08 TP c 1 a p�, A TP 66.89,x ��',? 1' 0 -G 6.5 TP 66.89 .8 INSET B -B SCALE: 1"=30' — OH GRADING NOTES A. CONTRACTOR SHALL REFER TO THE SITE SPECIFIC GEOTECHNICAL REPORT FOR EXISTING SOIL CONDITIONS, CONSIDERATIONS, AND RECOMMENDATIONS. B. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER POLLUTION PLAN, AND GEOTECHNICAL REPORT. 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 SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. F. GENERAL CONTRACTOR TO PROVIDE A UNIT PRICE FOR REMOVAL AND REPLACEMENT OF SOILS ON THIS SITE SHOULD REMOVAL BE REQUIRED. G. 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. H. CONTRACTOR SHALL PROVIDE FINAL GRADES THAT DO NOT OBSTRUCT ANY UTILITY ACCESS AND PROVIDE A SMOOTH TRANSITION TO MEET AND MATCH EXISTING GRADES ON ALL SIDES. I. ADA ROUTES ARE NOT TO EXCEED 1:20 RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION. J. ALL NATURAL GROUND SLOPES SHALL NOT EXCEED 3:1. PAVING SLOPES SHALL NOT EXCEED 8%. K. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY EARTH DISTURBING PERMITS HAVE BEEN ACQUIRED AND MEET THE CONDITIONS/REQUIREMENTS SET FORTH IN THE PERMITS PRIOR TO CONSTRUCTION. L. 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. M. THE CONTRACTOR SHALL GRADE SITE TO ENSURE ALL SURFACE WATER DRAINAGE IS AWAY FROM THE BUILDING AND PROVIDES POSITIVE DRAINAGE SO THAT NO STANDING/PONDING WATER TAKES PLACE ON SITE OR ON ADJACENT PROPERTIES. N. 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. O. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO INCLUDE A MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER. P. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED FLOOR SLAB THICKNESS. Q. THE BUILDING PAD SUBGRADE SHALL BE PREPARED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY AND THE CIVIL SPECIFICATIONS. R. ESTABLISH FINAL SUBGRADE ELEVATIONS TO ALLOW FOR PAVEMENT/SLAB SECTIONS AS INDICATED ON THE PLANS. S. IF CONFLICTS EXIST BETWEEN THE GEOTECHNICAL REPORT AND THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. SPOT ELEVATION LEGEND TC - TOP OF CURB FF- FINISH FLOOR G - GUTTER FG - FINAL GRADE TP - TOP OF PAVEMENT TW - TOP OF WALL HP - HIGH POINT BW - BOTTOM OF WALL LP - LOW POINT NOTE: BW IS BOTTOM OF SW - SIDEWALK WALL AT GRADE, NOT FOOTING vs VERTICAL SEPARATION REQUIREMENT N SCALE IN FEE- 0 50' 75' 100' eEFDRE y0 G 0 uuf\�Vl�u�, 98 9�f 9s ORE ENGINEERING • PLANNING • CONSULTING P.O. Box 14534 Oklahoma City, OK 73113 Imills@cedarcreekinc.com Phone 405.406.2372 AR CA 3004 EXP. 12/31/16 LOCATION MAP: R 13 W ATKINS ROAD T 1 N N bd PROJECT LOCATION 0 NOT TO SCALE —0000 rLOWE'V LITTLE ROCK, ARKANSAS PROJECT NUMBER: 15010 DRAWING DATE: 03.22.16 ISSUE DATE: 03.22.16 SEAL: SUBMITTAL: ISSUED FOR REVIEW REVISIONS: wrnc -- a—eiF — -- — ---.— n�max 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 GRADING PLAN SHEET: C2.00