Loading...
HomeMy WebLinkAboutMENU BOARD PLANS ORIGINAL - 18-00649 - McDonald's - SignsGENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. 3. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, SO THAT THE REPAIR IS IMPERCEPTIBLE. 4. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH IMMEDIATELY. 5. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/ PRODUCTS IN STRICT ACCORDANCE WITH THE MANUF'S RECOMMENDATIONS AND INDUSTRIALIASSOCIATION STANDARDS. 6. CONTACT ARCHITECT AND COORDINATE WITH TENANT ANY ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREIN AND/OR CLARIFICATIONS REGARDING THE CONTRACT DOCUMENTS. 7. NO CURRENT SURVEY WAS PERFORMED. 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 (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING 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 (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM THE CONTRACTOR'S FAILURE TO NOTIFY THE ENGINEER AND OWNER. 8. IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENT OF ANY KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. SITE NOTES 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL SIGNS ARE BY THE GENERAL CONTRACTOR. 3. EXISTING MENU BOARDS AND PRE -SELL BOARD TO BE REMOVED FROM BASES AND PLACED IN TEMPORARY STORAGE. COORDINATE WITH OWNER/OPERATOR FOR TEMPORARY STORAGE LOCATION. EXISTING BASES FOR MENU BOARDS AND PRE -SELL BOARD TO BE PROTECTED FROM DAMAGE. CONDUITS TO BE CAPPED TO PREVENT MOISTURE ENTRANCE. BUILDING CODE SUMMARY APPLICABLE BUILDING CODE: APPLICABLE ELECTRICAL CODE USE GROUP: BUILDING DEPARTMENT PHONE NO 2009 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE M - MERCANTILE (570) 752-2723 EXISTING SIGNAGE AREA TO BE REMOVED: 95.0 SQ FT NEW SIGNAGE AREA TO BE ADDED PROJECT ADDRESS: 52.8 SQ FT 10 BRIAR CREEK PLAZA BERWICK, PA 18603 I VICINITY MAP (NTS) I UTILITY NOTES I 1. ALL ELECTRICAL/CONDUIT RUNS ARE SCHEMATIC ONLY. CONDUIT SIZES AND ROUTING PROVIDED BY BAILIWICK. 2. IT SHALL BE THE SIGN INSTALLER'S RESPONSIBILITY TO ENSURE THE PROPOSED SIGN LOCATION DOES NOT INTERFERE WITH ANY UTILITIES AND COMPLIES WITH ALL APPLICABLE CITY CODES. SIGN INSTALLER SHALL ALSO OBTAIN APPROVAL FROM THE APPROPRIATE ENTITIES PRIOR TO INSTALLING THE SIGN OVER ANY EXISTING EASEMENTS. 3. REFER TO THE BUILDING ELECTRICAL DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. DEMOLITION NOTES I 1. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO: DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 2. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS. 3. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, OR OTHER MEANS OF PROTECTION, INCLUDING BUT IS NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. SCOPE OF WORK I REMOVE EXISTING MENU BOARDS AND CAP CONDUIT PER SITE NOTES. INSTALL NEW MENU BOARDS AND ALL REQUIRED CONDUIT AND WIRING. REFER TO MANUFACTURERS BOARD PUBLISHED INSTALLATION INSTRUCTIONS. 0 NORTH W FRONT ST SITE a i i � 9/21/2018 r 18681-17 z U) [rtraY (A Z O C 0 ADB O DAE N O N O Q Co O Y � wQ w 0- S 'r'"L 6 " ® m of oLU ® m V N LU LU X Q Filet-O•Fish _ ►� MENU BOARD 42 SQ FT EXISTING MENU BOARD TO BE REPLACED NOT TO SCALE PRE -BROWSE MENU BOARD PRE -BROWSE 8.8 SQ FT NEW MENU BOARDS AND PRE -BROWSE BOARDS NOT TO SCALE MENU BOARD 17.6 SQ FT EXISTING OVERALL SITE PLAN SCALE: 1" = 20'-0" 0 20' 30' 1"=20'-O" z 9/21/2018 JQ CoM W 18681-17 z U) ADB (A Z O C 0 ADB O DAE N O N O Q Co O Y � wQ w 0- U Q ® m of oLU ® m V N LU LU Q LU CO U Co LU 0 m w Q 0 w RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 ` EDARC��'% LVgy/ ----- — /OTT J C4 J 9/21/2018 JQ CoM W 18681-17 z U) ADB (A Z O C 0 ADB o�U DAE N O N O Q Co O Y � wQ w 0- U Q ® m of oLU ® m V N LU LU Q LU CO DATE 9/21/2018 PROJECT 18681-17 DESIGNED ADB DRAWN ADB CHECKED DAE SITE PLAN AND NOTES C1.0 SITE PLAN KEY NOTES 1❑ REMOVE EXISTING MENU BOARD. SEE SITE NOTE #3 I 2❑ EXISTING COD/CANOPY AND DETECTOR LOOP TO REMAIN I ®DUAL PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING INFORMATION. SINGLE PANEL MENU BOARD. REFER. TO STRUCTURAL SHEET FOR FOOTING INFORMATION. I 0 EXISTING SIGNAGE TO REMAIN I SITE PLAN LEGEND NEW DUAL PANEL OUTDOOR DIGITAL MENU BOARD NEW SINGLE PANEL OUTDOOR DIGITAL PRE -SELL BOARD EXISTING MENU BOARD TO BE REMOVED F__---__� EXISTING CUSTOMER ORDER DISPLAY (ORDER POINT)—E— � L__ ---_j m CONDUIT PLAN KEY NOTES OONE 3/4" PVC CONDUIT (4412, 1412 GRD, 1412 IG) FROM PANEL CP TO J -BOX OONE 3/4" PVC CONDUIT (24,12, 1412 GRD, 1412 IG) FROM J -BOX TO LANE 1 PRE -SELL BOARD OONE 314" PVC CONDUIT (2412, 1412 GRD, 1412 IG) FROM J -BOX TO LANE 1 MENU BOARD ®ONE 3/4" PVC CONDUIT (2412, 1412 GRD, 1412 IG) FROM J -BOX TO LANE 2 MENU BOARD ®ONE 2" PVC CONDUIT (CAT6 DATA CABLES) FROM BUILDING TO LANE 1 MENU BOARD ©ONE 1" PVC CONDUIT (CAT6 DATA CABLES) FROM LANE 1 MENU BOARD TO LANE 1 PRE -SELL BOARD OONE 1 1/4" PVC CONDUIT (CAT6 DATA CABLES) FROM LANE 1 MENU BOARD TO LANE 2 MENU BOARD O8 ONE 3/4" PVC CONDUIT (2412, 1412 GRD, 1412 IG) AND ONE 1" PVC CONDUIT (CAT6 DATA CABLES) FROM LANE 2 MENU BOARD TO LANE 2 PRE -SELL BOARD r / / / / / 0 ENLARGED SITE PLANQ� ENLARGED CONDUIT PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" NORTH 0 20' 30' 1"=20'-O" m� OD NORTH Z: 9/21/2018 Q M J "' WJz 18681-17 DESIGNED ADB (A Z o C 0 ADB 0 DAE N � N O Q M � O Y 00 LU QLU U � U ® Co of o w m ♦® V N N Nw n LL LU C0 U Co LU 0 Co w Q w RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 UC4 J J � 9/21/2018 Q M J "' WJz 18681-17 DESIGNED ADB (A Z o C 0 ADB o�U DAE N � N O Q M � O Y 00 LU QLU U � U ® Co of o w m ♦® V N N Nw LL LU C0 DATE 9/21/2018 PROJECT 18681-17 DESIGNED ADB DRAWN ADB CHECKED DAE ENLARGED UTILITY PLANS C1.1 E N v 0 N N N E CO 0 w 0 a LL; 2 Q z O a J LLJ Q z LLI J LL ___ __ II II ANCHOR BOLT, NUT AND WASHER NOTES: PROJECT GENERAL NOTES: � LO M 1. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ON TOP OF FOUNDATION. DRAWN 1. THE FOLLOWING CODES WERE USED IN DESIGN: DLB z � n a Cm PENNSYLVANIA UNIFORM CONSTRUCTION CODE, IBC 2009 AND ASCE-7 (2005). 3'-0" MAX. NOTE: ELECTRICAL CONDUIT NOT 2. USE F1554 GRADE 36 BOLTS MINIMUM. oU)U 2. STRUCTURAL LOADINGS: X SHOWN FOR 3. USE HOT -DIP GALVANIZED BOLTS IN ACCORDANCE WITH ASTM A-123. N WIND: SIGNAGE FRAME, I CLARITY. COORD. W/ SUPPLIER 4. ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. WIND (3 SECOND GUST).............................................V = 90 MPH EXPOSUREC CL m ........................................................................... U Q - RISK CATEGORY................................................................ II SEE TYPICAL _- - - - - - - - - -_ - _- CONNECTION DETAIL BASE PLATE PROVIDED 5. ANCHOR BOLTS, NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING o WIND BASE SHEAR.......................................................Vb = 400 LBS (PRE -SELL BOARD) BY SIGN MANUF. MANUFACTURER. Vb = 700 LBS (MENU BOARD) FINISH GRADE, COORD. o SLOPE TOP TO SHED W/ CIVIL DWGS. = WATER 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME. HEAVY 3/4" HEX TOP NUT (GALV.) SEISMIC: SEISMIC IMPORTANCE FACTOR(Ie).................................1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS..Ss.......0.193 g LU S, ........ 0.055g NOTE: *DIMENSIONS SHALL BE .C/) DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS ...... 0.206g VERIFIED WITH SIGN FRAME„ AND BASE PLATE PRIOR TO 2%2 x2/2 x3/8 PLATE Q - WASHERS GALV. in w S 0.088g Dl•••••• SITE CLASS. D U ��j���j� CONCRETE PLACEMENT. ( ) z SEISMIC DESIGN CATEGORY.............................................B `(' (3)-#3 TIES IN THE TOP -� SEISMIC RESPONSE COEFFICIENT (Cs)..............................0.059 5 O/C, 10 O/C ELECTRICAL COMPONENT RESPONSE MODIFICATION FACTOR (RP)..3.5 w o THEREAFTER U -i (4) 3/4''0 ANCHOR BOLTS . w , CONDUITSEISMIC 3 HEAVY HEX LEVELING NUT DESIGN FORCE (FP)..............................................0.01 KIPS (PRE -SELL BOARD) 0.03 KIPS (MENU BOARD) FROST DEPTH...............................................................................4'_0„ Cn 3 MIN9 (GALV.) co 3. ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. Q co CLR (4)-#5 VERT. REINF. LU EQUALLY SPACED o0 - - - 4. PRESUMPTIVE MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE (So) OF 150 PSF. CONTRACTOR SHALL AROUND STIRRUPS � HIRE A GEOTECHNICAL ENGINEER TO CONFIRM AN ALLOWABLE BEARING PRESSURE (Sb) OF 1500 PSF AND _ _ _ 3/4'Q HOT DIP GALV. SHALL SUBMIT GEOTECHNICAL REPORT TO ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. ALLOWABLE a 2'-0"0 PIER ANCHOR BOLTS c) BEARING PRESSURE SHALL BE VERIFIED PRIOR TO CONCRETE PLACEMENT. U FOUNDATION, SEE ELEVATION = 2"x2"x%4" PLATE 5. FOUNDATION SHALL NOT BE PLACED ON OR AT THE TOP OF A SLOPE EXCEEDING 3:1 WITHOUT EVALUATION BY ° ° cY) O A PROFESSIONAL LICENSED IN THAT STATE. DO NOT PLACE FOUNDATION IN FILL MATERIAL. > );))� )) 00 EQ. EQ. HEADED ANCHOR BOLT 6. DEPTH OF PIER FOUNDATIONS MAY BE LOWERED IF NEEDED TO OBTAIN LOCAL FROST DEPTH ELEVATIONS OR IF REQUIRED DUE TO POOR SOIL CONDITIONS. VERIFY FROST DEPTH ELEVATIONS WITH LOCAL BUILDING CODE 2'-0" 811* ANCHOR BOLT DETAIL OFFICIAL. DIAMETER TYPICAL ANCHOR BOLT PATTERN NOT TO SCALE 7. ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS AND CONTRACTOR SHALL COORDINATE PLACEMENT TO MAINTAIN 2" CLEAR TO ANCHOR BOLTS. FOUNDATION ELEVATION (PRE -SELL BOARD) (INSTALLER) 1 = V-0" DOUBLE NUTS (GALV.) 8. COORDINATE LOCATIONS OF SIGNS AND FOUNDATIONS WITH SITE PLAN. S1.0S1.0 NOTE: COORDINATE CONDUIT PLACEMENT INSIDE SIGN TIGHTEN TOP NUT%6 TURN 9. CONTRACTOR SHALL CUT EXCESS SONOTUBE FROM AROUND THE PERIMETER OF THE PIER FOUNDATION AFTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COLUMN PRIOR TO CONCRETE PLACEMENT. BEYOND HAND -TIGHT PLACEMENT OF BOARD (PRIOR TO LEAVING SITE). I (TURN OF NUT METHOD) III 8 (MIN 60°, MAX 80°) z 10. CONTRACTOR SHALL NOT DEVIATE FROM STRUCTURAL DRAWING WITHOUT PRIOR WRITTEN CONSENT AND II I 4 -7/ "x4/2" SLOTS 4" 4" 9.8"x3.9"x0.20" () a FLAT WASHERS O INSTRUCTIONS REGARDING ANY CHANGE TO THE CONTRACT DRAWINGS. ANY DEVIATION FROM THIS DESIGN ON AN 1 1%4"Q� FABRICATED STEEL - U OR FROM ANY PART OF THIS DRAWING WITHOUT PRIOR WRITTEN CONSENT OF THIS ENGINEER SHALL VOID ALL 5'-0" MAX. PATTERN COL. PER SIGN LU LIABILITY ASSOCIATED WITH THIS WORK. MANUF. O III X � O O = z _SS Q o b a N - ° 11. SPECIAL INSPECTION IS NOT REQUIRED FOR THE SIGN FOUNDATIONS SIGNAGE FRAME III Q _ O 00 ° CONCRETE NOTES: III COORD. W/ III wO) O) LEVELING NUT SUPPLIER III I COORD. HOLE IN 1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL SEE TYPICAL I I II �I � I BASE PLATE W/ 5/g" THICK STEEL NOTE: THE DISTANCE FROM THE TOP COMPACTED TO 95% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D698 STANDARD PROCTOR UNLESS NOTED ( ) CONNECTION DETAIL ----- ---- - ELECT. CONDUITS BASE PLATE PER MANUF. (COORD. W/ OF THE FOUNDATION TO THE BOTTOM OF THE BASE PLATE OTHERWISE. A LICENSED GEOTECHNICAL ENGINEER SHALL CONFIRM SOIL CAPACITY PRIOR TO CONCRETE PLACEMENT. SHALL BE NO GREATER THAN 2". BASE PLATE PROVIDED FINISH GRADE, COORD. o BY SIGN MANUF. SIGN PROVIDER) 1'-8%2" 2. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. VERIFY WITH LOCAL BUILDING W/ CIVIL DWGS. PER. MANUF. OFFICIAL. = r SLOPE TOP TO SHED TYPICAL BASE PLATE DETAIL TYPICAL CONNECTION DETAIL Al WATER 3. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. \ \ \ \ NOT TO SCALE NOT TO SCALE 4. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301 "STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. STEEL NOTES: `y' 5. ALL CAST -IN-PLACE CONCRETE SHALL ATTAIN AN ULTIMATE COMPRESSIVE STRENGTH (fc) OF 3000 PSI AT AN 1. REINFORCEMENT: GRADE 60. AGE OF 28 DAYS UNLESS OTHERWISE NOTED. Lu _ 0 (3)-#3 TIES IN THE TOP `1 0 5" O/C, 10" O/C 2. NUTS: A563DH OR A194 -2H. 6. ALL REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 DEFORMED BARS, UNLESS OTHERWISE NOTED. `y' m THEREAFTER 3. WASHERS: ASTM F-436. 7. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL Z w (4) 3/4" O ANCHOR BOLTS BE IN ACCORDANCE WITH THE "THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 4. ANCHOR BOLTS: ASTM F1554, GRADE 36 HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A-123. 318). 3" MIN. - LO CLR (4)-#5 VERT. REINF. 5. ALL HARDWARE SHALL BE HOT -DIP GALVANIZED UNLESS OTHERWISE NOTED. 8. ALL CAST -IN-PLACE CONCRETE SHALL BE AIR -ENTRAINED TO 6% (±1%2%). WATER/CEMENT RATIO SHALL NOT - EQUALLY SPACED EXCEED 0.48. a AROUND STIRRUPS 6. ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. COORDINATE WITH MANUFACTURER. 9. THE MINIMUM CONCRETE COVER FOR THE PROTECTION OF REINFORCEMENT SHALL BE AS NOTED. 0 ° 1 NOTE: ELECTRICAL U ° a CONDUIT NOT 7. NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED. 8. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. 10. BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. NO "WET SETTING" IS ALLOWED. ° ° SHOWN FOR CLARITY. 11. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). \ �\ 9. REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. \\ \ \ \ \ 12. PORTLAND CEMENT SHALL BE TYPE II FOR ALL CONCRETE CONFORMING TO ASTM C150, LOW ALKALI. 10. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE 2-0" SAFETY. 13. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F MAY BE USED AS A PARTIAL DIAMETER SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIALS BE WEIGHT 11. STRUCTURAL SIGN FRAME AND BASE PLATE DETAILS ARE PROVIDED BY SIGN MANUFACTURER. COORDINATE ALL IF THE MIX DESIGN IS PROPORTIONED PER ACI318, SECTION 5.3. CONTRACTOR SHALL FORWARD DESIGN MIX TO FOUNDATION ELEVATION (MENU BOARD) B ATTACHMENTS OF SIGN WITH MANUFACTURER. ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 14. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. Donald L. Broyles, P.E. 1, - im I - �O 15. 508 baylor court DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER suite C USED IN MIX SHALL BE CLEAN AND POTABLE. chesapeake, virginia 23320 0 3" 6" 12" 1" = 1'-0" RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-28281 fax (757)622-6883 _U J J � N PROJECT Jco co � LO M RSW DRAWN Z N CHECKED DLB z � n a Cm 0 oU)U N N J M � O = ' Y 00 LU QLU CL m a U Q - o m il� o C::) w �m V LU elf0 ® o LU DATE 9/21 /2018 PROJECT 18681-17 DESIGNED RSW DRAWN WPH CHECKED DLB PRE -SELL / MENU FOUNDATIONS S1.0