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Home My WebLink AboutZ-6554-H Map 7SITE DATA I•, , I 1 TAX PARCEL: 44L0621300002 SITE: � - � � -� _ DETENTION POND N -F `` - - - /, ;/ / r I I I I I A ACRELOWE'S (DEVELOPED): ±13.91 ACRES PART OFSAMSTRACT SAM'S REAL ESTATE I / D D BUSINESS TRUST - A REPLAT OF SPENCER ADDITION /i _ _ INSTR. NO. 2009041063------------_,� ., , I LOWE'S (UNDEVELOPED): ±3,81 ACRES BOOKIE', PAGE 141 / 15' BUILDING LINE PER C3 ZONING I /' / 1 Ce_� r-•- I I TOTAL: ±17.72 ACRES OF SPENCER ADDITION / I LATITUDE: N 34.7446 j� EX. HEADWALL 5' TELEPHONE EASEMENT PER , % /% \ 25 -BUILDING SETBACK I I 1 REPLAT OF SPENCER ADDITION S 8B1'O6'59' E f / l/ 10' EASEMENT PER LONGITUDE IN 92.4094 ' 10' SANITARY SEWER EASEMENT COMMERCIAL ADDITION 58.20' / �L/ PLAT OF BOWMAN KANIS ' I MEET & MATCH / INSTR. NO. 93-64224 & o BUILDING: """'s" -"`---a---------- - AS SHOWN ON PLAT OF N -F I J ------ - - 1 _ 634.45' _ EXISTING (TYP) / / ( BOWMAN KANIS HCB LIMITED PARTNERSHIP C- — /' I I I CLASSIFICATION 94K SQUARE MODIFIED I r — COMMERCIAI "^^"'^"' SPECIAL WARRANTY DEED 25' BUILD- G LINE PER I PROP. CURB / / / / I EX GRATED INLET INSTR. NO. 2008041448 I I I TOTAL SQ. FT. 111,995 S.F. (HEATED BUILDING) PLAT OF A# KANIS INLET(TYP) // I TAX PARCEL: 44LO620200100 cTALDITION I I { GARDEN CENTER SQ. FT. 24,535 S.F. PART OF LOT 1 RETAINING WALL'C' jj, I - A2• BOWMAN KANIS LIST ARCHITECTURAL UPGRADES REQUIRED: CONST. 418.97 L.F. OF I N O 99 ��. \ /'\ \ COMMERCIAL ADDITION MEET &MATCH _ I I 0'-15' HIGH RETAINING WALL. I -- `Sc� RO• it / /''/ 10' SANITARY SEWER EASE MEET &MATCH BOOK'/; PAGE 120 EXISTING (TYP)I I I (NONE ARE ANTICIPATED) REFER TO STRUCTURAL PLANS p j R3' /INSTR. NO. 2010057599 EXISTING (TYP) ZONEPCDFOR DETAILS. / /'', �/ X537' WATERLINE SHARED ACCESS DRIVE PROP. STOPILIST LIMITS TO VISIBILITY OF BUILDING EASEMENT DECLARATION OF RESTRICTIONS BAR W/ _ _ ____I I I AND GRANT OF EASEMENTS �- I N/A />' j o / zooso5551s STOP SIGN r I I I I S , ry / / INSTR. NO. 2007077891 I _CEPH EASEMENT FER / / I REP T OF S CER ADDITION 91 / / S 02'01'51" W �- I I 14, PARKING: — 19.13' ---- S — BM #3 I ( 1 1 I P KI I I LOWE'S STANDARD REQUIREMENTS: 5' T LEPHONE EASEMENT R I / / GO / EX. SS MANHOLE 110 R .- J . , I 1 I I j III STANDARD SPACES: 390 REP T OF SPENCER ADDI N I o rp / WN �0, PROP. STOP"I 1MEET & MATCH LSJ �8- • • - " " �`� T I I EXISTING (TYP) HANDICAPPED SPACES: 8 TOTAL SPACES: 398 PROP. 20' GRADING PROP CURB INLET I III RATIO (SPACES/1000 SQ. FT.) 4.16 ESMT I I /j/ - --- -- ------ ---- - \ --� -R20- ----- QO MANHOLE (TYP) INSTR. No. 2010057598 i $ N - 9` - - �2, �`, \ PROP. STjP BAR I I I CITY/MUNICIPALITY PARKING REQUIREMENTS: NOTE. CONTRACTOR IS RESPONSIBLE FOR I PROP. STORM SEWER - 10' snrylrARY SEWER EASEMENT O i yW/ STOP SIGN I n I I I H I I STANDARD SPACES: 285 I / I PROP TRASH COMPACTOR I I EX. FIRE HYDRANT ENSURING THAT ALL PROPOSED WORK MEETS ADA TO BE ADJUSTED TOHANDICAPPED SPACES: 12 REQUIREMENTS. REFER TO www.access-board.gov/ / / I REFER TO ARCHITECTURAL PLANS GRADE AND ADD BOLLARDS PROPOSED w � I / / I FIRE HYDRANT i `o a I I I TOTAL SPACES: 297 ada-aba/ada-standards-doj.cfm / I FOR DETAILS I I I GARDEN! CENTER PROP. GUARDRAIL / O R S I A CO) I I I I RATIO (SPACES/1000 SQ. FT.) 2.73" REFER TO ARCHITECTURAL 2 O R> o ��. , P b . 9TOp Rff RATIO W/GC SQ. FT. 2.17 1 I m PLANS FOR DETAILS 24' S OP SIIG REDUCED PARKING REQUIREMENTS WILL BE ALLOWED AS PART REVISIONS 40 PRE-BID SET POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION ® • t 1 - w4 NOTE: CONTRACTOR SHALL CONSTRUCT AND F INSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS AT I - ALL HANDICAP SPACES. I 01 a 15' i I I I I OF THE PCD REZONING PROCESS co �o PROP. FIRE 1 6 _ - A� 11 J (�1 I r r l d HYDRANT (TYP) 1 oil R6 C4 Q� 9� 1< �^ II T 11 O I !I Q PARKING PROVIDED: w z " o I ) PROP FDC II s w 7 n U ro U 1 PROP. TRENCH DRAIN a �� MEET & MATCH I W STANDARD SPACES: 390 Me --1 w A v g Z I 1 REFER TO ARCHITECTURAL b 9 O n EXISTING (TYP) III HANDICAPPED SPACES: 8 X d i 1 PLANS FOR DETAILS II 1 , f ® O L9 S' I f �I TOTAL SPACES: 398 F�-� z o E ! I I I a I I In III • I i® e i h 1 M I! i t �� h U RATIO (SPACES/1000 SQ. FT.) 4.16 uu N 11 11 I 2.09' II I m MEET &MATCH I W RATIO W/GC SQ. FT. 3.31 O ( (J8 8' 8 5 \ O II I EXISTING (TYP) [ � n R3' c R3' R10 I I o I I ! I O LU I I -+ ii I YA R3' PROP. LIGHT POLE (TYP.j-- )N I 1 I I �� 1 \L�' if -9 ° E N F LID TI I I 1 20' i `i I tj j i� U 9 Q o i MODIFIED if b 6- Lo 9 I m PROP. SIDEWALK c I 36' PROP ADA SIGN (TYP) ❑ a S� I I II W I I 95,502 SF (SALES FLOOR) 11 R6' I BOPUIS PARKING_ PROP. f� CONST. 63.65 L.F. OF 24 535 SF (GARDEN CENTER) 11 & SIGN (-YP) N R3' GRATED INLET R3' R10' 1 I CURB & GUTTER I I FFE = 467.10 � — (TYP) tt I a P i LIMITS OF CIVIL DESIGN. FOR COORDINATION * {{ I 9 I MEET &MATCH L II i l G f ( I p I EXISTING (TYP) PAINTED YELLOW NOTE: DAMAGE TO PUBLIC AND PRIVATE I 1 - WITHIN 5' OF THE BUILDING AND IN TYPICAL 11 I `' I III, ' II "LOADING ONLY" PROPERTY DUE TO HAULING OPERATIONS OF I p 3' CONSTRUCTION RELATED EQUIPMENT FROM A I I I BUILDING AREAS, SEE ARCH PLANS. ,I - I a 9 O 26 I 1110 I;1 I 1 I I 1 24' HIGH MAX. NEARBY CONSTRUCTION SITE SHALL BE REPAIRED I PROP, PAD MOUNTED TRANSFORMER II 1 RR 55' 1 I IN SANITARY SEWER EASEMENT R3' � 1 N I INSTR. N0. 2010057598 BY THE RESPONSIBLE PARTY PRIOR TO ISSUANCE PROP. FIRE I I ° CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER' N R3' R3' j OF A CERTIFICATE OF OCCUPANCY. b q HYDRANT (TYP) i R10'I 1 DEDlcnnoN DED 2, '2 1 PAINTEDY tLOiN I I I CITY OF LITTLE ROCK I ti 1 INSET CUSTOMER LOADING CANOPY �R7 6 I I I I I •I NSTR. N0. 2000024867 a •WS NOTE: REPAIR OR REPLACE ANY CURB AND I I i 59.33' SEE THIS SHEET - - ? i o I PROP. PAD MOUNTED GENERATOR III I 1 III "k �� g, 8" v, A. 2 0 -- BOUNDARY LINE GM ® EX. GAS METER PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS N. 14956238 E: 1189438.J5 -- -- RIGHT OF WAY LINE C3 PROP. GAS METER �m STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL ------ EASEMENT LINE ',, LP�L� EX. LIGHT POLE GEOTECHNICAL REPORT. Wo EXISTING CONCRETE CURB AND GUTTER B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND Za UNLESS OTHERWISE NOTED ALL BACK OF CURB RADII SHALL BE 4'. ALL OTHER RADII SHALL BE 31. - - - - PROPOSED FIRE LANE STRIPING OC PROP. LIGHT POLE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. z o w o� EX. TREE LINE PROP. GENERATOR C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE M m CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL • BENCHMARK PROP. TRANSFORMER LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE O EX. TELEPHONE RISER ® EX. WATER METER 0 EX. POWER POLE D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIESiDRAINAGE Q X DEPTHS ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED 0 PROP. WATER METER Eg EX. FIBER OPTIC LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. NO ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND L. (D) EX. STORM MANHOLE UNTO EX. VENT PIPE ARKING SIGN MOUNTED ON • • OADING COLUMN LOWE'S HOME CENTERS, LLC ME EX. STORM INLET ZONE FHb EX, FIRE HYDRANT JU® .& PROP. INLETS (SEE GRADING PLAN FOR TYPE) 1605 CURTIS BRIDGE ROAD CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A R7-6 WILKESBORO, NC 28697 PART OF THE CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONS AND DIMENSIONS OF ENTRY X 24" CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUT LOCATIONS. EXIT PORCHES. PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE, AND 336.658.4000 (V) 336.658.2527 (F) DOWNSPOUT LOCATIONS/SPECIFICATIONS/DETAILS. N. CONTRACTOR SHALL REFER TO LANDSCAPE AND IRRIGATION PLAN FOR LOCATION AND • • CONSTRUCTION DETAILS OF LANDSCAPING AND IRRIGATION. TH.S DRAWING IS THE PROPERTY OF LOWE'S HOME ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC) UNLESS OTHERWISE NOTED. CENTERS, LLC ANY USE OR REPRODUCTION M 0. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S WHOLE OR PART IS PROHIBITED WITHOUT THE STANDARD SITE SPECIFICATIONS. EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS LLC. COPYRIGHT 2013 ALL RIGHTS RESERVED. • e GUTTER OR SIDEWALK THAT IS DAMAGED IN THE I REFER TO MEP PLANS FOR DETAILS o I I I CONCRETE PAVEM T SEE PUBLIC RIGHT OF WAY PRIOR TO OCCUPANCY PROP. CURB INLET (TYP) 1 ' ' 1 -6 PROP. FI E w O I I I II ARCHITECTURA PLANS HYDRAGT PROP -LIGHT POLE (TYP.) R3' R3' RETAINING WALL'A' I 26 12' 12 ' I - W/ BOLLARDS R10 � CONST. 584.45 L.F. OF SEE SITE LIGHTING 1 I i - N 5' 1 i PLANS FOR DETAILS 10' b 9' I � 0'-13' HIGH RETAINING WALL W/ FENCE. AtNTE 1,LOW: I I 7.6T' I I r I REFER TO STRUCTURAL PLANS RROW8§; , I l - PROP. MOUNTABLE CURB WITH N N i i o, FOR DETAILS. n I l ♦ HEAVY' DUTY: STAINED l j I o I I I I I RETAINING WALL'B' A_ CONCRETE. I 3 O �S- I I 11 CONST 487.11 L F OF _ p - - - - - - - °'� °°" CANOPY -- -- _— l i --_--_--- --- 11 I II A OVE In2, I 20' EASEMENT I 0'-15' HIGH RETAINING WALL. - - -' - - - - - - -' - - - - J R �'� COJTRACTOR MEET &MATCH _ o PROP. 35' B/L - - SP,aCES EXISTING TYP `O -' REFER TO STRUCTURAL R19' y— _ (UNKNOWN USE OR GRANTEE) , '---- — ----.- ___ PROP. STOP SIGN — — T PLANS FOR DETAILS. -- ---- ---_-. _----- �� 9'� I I O INSTR. N0. 79-44174 � _. _.-. 36' ..� N i0 11 �.%i \4 � � --. WHITE STRIPE - - - _ ,.. PROP. 160 SF PYLON IIGN ------ SOLID --` -- - rn PROP ROSSWALK (SIGNAGE TO BE REVIEWED ao-S'_d01= �� - - - - - - - - - - - - - - - - - - - S_ Q1'51'45n W r Tl _ DOUBLE YELLOW STRIPE - -- - y� i 251.21 N 87'42'34" W U ��- AND PERMITTED SEPARATELY) - - 15.28'--- - - - I PROP 12' STOP BAR 111 N 88'18'43" W �. --------�'�� n,k � -_---- -- - -- -- -- ' - - - - - - _ ' 09 - I Y� P ITE STOP"AND NO IAT&rLOLL �v�� ------ j ---- ---- ^ - _ -�� TR I7 \°.-A - STOP BAR � T _' 525. I I PAINTED WH ' 15' WATERLINE EASEMENT — — e — — — — — ——y'`��.• �it7�;y'tSLK=T — — — — — — R7_6 PARKIN -- -s.-�= _ - _ - - --rte __ _(P�eUC,anAD.l----yNSTWATER INE EA55sra ____._ .------ - G SIGN MOUNTED ON 35 MPH MEET & MATCH - KEEP 18" X 24" LOADING -- _ RT s --dA �-----� o =___ ----- ' �____ COLUMN - - -- EXISTING (TYP) - - -_. _. w A"! -A -STREET - R4-76 ZONE 1 -- -�-- ��,-_. _ _. _. - - -O - -- - - --- �- -- - - o 18" X 24" RIGHT � J/ -_ ! // f /� PARALLEL PARKIN(r i S EX. SIGN TO BE A -DEED ---' -- T�--44.68' 14' ,�—'--_----- E _ — — — — — — . / ! / I cITY LITTLE ROCK -- — — — — —�S 47'22'5 SIGN MOUNTED ON RE OCATED INSTR. 2000024867_ _ CL=63.41' HE --- —flf� 1i1-'-------- — --- oa � '- -- COLUMN FH Y - _-- - - BM #1 VACANT AREA I BM #2 EX. STORM DRAIN TO BE CONNECTED' OOHE CONNECTION TO PUBLIC TO AREA INLET OR REMOVED PER /T OHE R O \\ ENLARGED CUSTOME STOP STREET PER CITY OF LITTLE COMMERCIAL AREA KANIS IMPROVEMENT PLANS. LOADING CANOPY I I �y III ROCK STANDARDS AND SPEC. (TYP) CONTRACTOR SHALL COORDINATE - , I SCALE: 1"=30' I41 � I F FI .t W/ CITY INSPECTORS BENCHMARK - SM 1 ELEVA7701V 465.96 MONUMENT TOP OF FLANGE -BOLT ON FH LOCA 7701V N: 149575.71 E.• 11869724) BENCHMARK - SM 2 v, A. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO -- BOUNDARY LINE GM ® EX. GAS METER PARKING LOT STRIPING SHALL BE 4" WIDE AND WHITE IN COLOR. HANDICAP PARKING STALLS N. 14956238 E: 1189438.J5 -- -- RIGHT OF WAY LINE C3 PROP. GAS METER w STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL ------ EASEMENT LINE ',, LP�L� EX. LIGHT POLE GEOTECHNICAL REPORT. EXISTING CONCRETE CURB AND GUTTER B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND PROPOSED CONCRETE CURB AND GUTTER UP 0 EX. UTILITY POLE UNLESS OTHERWISE NOTED ALL BACK OF CURB RADII SHALL BE 4'. ALL OTHER RADII SHALL BE 31. - - - - PROPOSED FIRE LANE STRIPING OC PROP. LIGHT POLE GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION. J. EX. TREE LINE PROP. GENERATOR C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL AND VERTICAL CONTROL, REFERENCE -OHE-OHE- EX. OVERHEAD ELECTRIC CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL • BENCHMARK PROP. TRANSFORMER LOCATION AND DETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALL COORDINATE O EX. TELEPHONE RISER ® EX. WATER METER 0 EX. POWER POLE D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS/PROPERTY LINES/UTILITIESiDRAINAGE WVpa EX. WATER VALVE X PROP. POWER POLE DEPTHS ARE ACHIEVED, AS WELL AS COORDINATED WITH ANY UTILITY COMPANIES FOR APPROVED 0 PROP. WATER METER Eg EX. FIBER OPTIC LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. ® EX. SS MANHOLE 75LjoEX. TRAFFIC SIGNAL LIGHT ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL BE CONSIDERED AS INCIDENTAL AND L. (D) EX. STORM MANHOLE UNTO EX. VENT PIPE THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED ® PROP. STORM MANHOLE LOCATIONS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S -� EX. SIGN RESPONSIBILITY TO IDENTIFY AND ADJUST ANY CONSTRUCTED CONFLICTS WITH UNDERGROUND ME EX. STORM INLET FHb EX, FIRE HYDRANT JU® .& PROP. INLETS (SEE GRADING PLAN FOR TYPE) F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS BEING A 4- PROP. FIRE HYDRANT BENCHMARK - SM 1 ELEVA7701V 465.96 MONUMENT TOP OF FLANGE -BOLT ON FH LOCA 7701V N: 149575.71 E.• 11869724) BENCHMARK - SM 2 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 N. 14956238 E: 1189438.J5 THE WRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATERPOLLUTION PLAN, AND w STRIPING AND SIGNAGE SHALL BE IN STRICT ACCORDANCE WITH FEDERAL, STATE, AND LOCAL W GEOTECHNICAL REPORT. REQUIREMENTS. B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE OWNERS DESIGN GUIDELINES AND I. UNLESS OTHERWISE NOTED ALL BACK OF CURB RADII SHALL BE 4'. ALL OTHER RADII SHALL BE 31. SPECIFICATIONS, AND WHERE APPLICABLE SHALL MEET THE REQUIREMENTSOF 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/UTILITIESiDRAINAGE 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. 0. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. BENCHMARK - SM 1 ELEVA7701V 465.96 MONUMENT TOP OF FLANGE -BOLT ON FH LOCA 7701V N: 149575.71 E.• 11869724) BENCHMARK - SM 2 ELEVA770N 468.60 MONUMENT BRASS MON. IN CONC. LOCA77ON N. 14956238 E: 1189438.J5 BENCHMARK - BM 3 ELEVA77ON 456.1) MONUMENT 'X' IN CONC E, OF MANHOLE LOCA77ON N. 150167.65 E,• 1189920.82 N ul 0 Q CQQ Ocr '^ VJ Z U Z Z Q 1Z w W Z (n Q O Z M G � O_3 m e,o G R E yo • CRITERIA �? oc ISSUE DATE: �Op PERMIT SET �R ISSUE DATE: CONSTRUCTION SET y (p, W ISSUE DATE: SCALE IN FEET 9� <; DRAWING NUMBER: 0 50' 75' 100' yf 9 s ONE CO. Sa % ■ O O PROP. CART CORRAL (SEE ARCH. PLANS FOR DETAILS) \V_ • I i I�