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HomeMy WebLinkAboutARB201900107 Plan - Approved 2019-09-17E Q N rn 0 N N C T U) a) Cm 0 W 0 d 0 w 73 a z 0 Co J 3 o� U� a 0 00 I` 0 v th 0) CD U) 0 J a z 0 0 U 73 0 0 0 00 66 N 2 W Q z W J_ LL GENERAL 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 INDUSTRIAL/ASSOCIATION 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 DISPOSED OF OFF -SITE. EXISTING BASES FOR MENU BOARDS AND PRE -SELL BOARD TO BE PROTECTED FROM DAMAGE. CONDUITS TO BE CAPPED TO PREVENT MOISTURE ENTRANCE. UTILITY NOTES 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 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 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. BUILDING CODE SUMMARY APPLICABLE BUILDING CODE: APPLICABLE ELECTRICAL CODE USE GROUP: BUILDING DEPARTMENT PHONE NO 2015 VIRGINIA STATEWIDE UNIFORM BUILDING CODE 2015 VIRGINIA ENERGY CONSERVATION CODE A2 - ASSEMBLY (434) 970-3182 EXISTING SIGNAGE AREA TO BE REMOVED: 42.0 SQ FT NEW SIGNAGE AREA TO BE ADDED: 26.4 SQ FT PROJECT ADDRESS: VICINITY MAP (NTS) SITE 100 TWENTYNINTH PL CT CHARLOTTESVILLE, VA 22901 NORTH 1. I xtra Vduef IT n r -- ® . j � .. 1�,Fol -.... ..• 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 AREA OF WORK EXISTING OVERALL SITE PLAN SCALE: 1" = 20'-0" 0 20' 30' 1 "=20'-0" m� �.1 z 0 H U W w 0 m w Q 0 w RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 �pYTH 4F J( 0 DONNA A. ELLIOTT b,c. No. 9134 6/19/19 C H I T EGA U J J O J M z W N z O C O U O r J N > 04 o = w z J_ w LU 0 � O ~Q �_ CZ)U Q V U) LU LU ® 0 o Q U) DATE 6/19/2019 PROJECT 18780-96 DESIGNED ADB DRAWN ADB CHECKED DAE SITE PLAN AND NOTES C1.0 SITE PLAN LEGEND NEW DUAL PANEL OUTDOOR DIGITAL MENU BOARD - 17.6 SQ. FT NEW SINGLE PANEL OUTDOOR DIGITAL PRE -SELL BOARD - 8.8 SQ. FT EXISTING MENU BOARD TO BE REMOVED EXISTING CUSTOMER ORDER DISPLAY (ORDER POINT) O SPEAKER ONLY Q Lo m N rn 0 N N C T Cm c W H H O J d Y >O W Q Z O Co J 3 �I UI Q rn 0 00 r_ L CD 0 v 0) 0 w U) 0 J a z O 0 U 0 0 00 66 0 N 2 W Q z W J_ LL F_----1 9 —E7 SPEAKER W/ CANOPY SITE PLAN KEY NOTES 1n REMOVE EXISTING MENU BOARD. SEE SITE NOTE #3 2n EXISTING COD/CANOPY AND DETECTOR LOOP TO REMAIN DUAL PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING INFORMATION. SINGLE PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING INFORMATION. I �5 EXISTING SIGNAGE TO REMAIN I ELECTRICAL PLAN NOTES 1. INTENT OF DESIGN: DISCONNECT POWER AND DATA FEEDS FROM EXISTING PRIMARY AND SECONDARY MENU BOARDS FOR RECONNECTION TO NEW DIGITAL MENU BOARDS. 2. EXISTING FEEDS: IF PRACTICAL AND POSSIBLE CONTRACTOR TO UTILIZE EXISTING PULLBOXES, UNDERGROUND CONDUIT AND WIRING FEEDING EXISTING TO BE DEMOLISHED MENU BOARDS FOR NEW MENU BOARDS OR PROVIDE NEW AS SHOWN 3. REUSE OF EXISTING BRANCH CIRCUITS: CONTRACTOR TO UTILIZE EXISTING BRANCH CIRCUITS (COMMONLY TWO BRANCH CIRCUITS) 4. NOTED CIRCUIT NUMBERS DERIVED FROM EXISTING PANEL DIRECTORY INSERTS, CONTRACTOR TO FIELD VERIFY AND UTILIZE EXISTING BRANCH CIRCUITS FEEDING THE PRIMARY (BRANCH CIRCUIT 1) AND SECONDARY (BRANCH CIRCUIT 2) MENU BOARDS AND PRE -BROWSE BOARDS. 5. COORDINATE ALL CONDUIT AND CIRCUITING SIZE REQUIREMENTS WITH MANUFACTURERS INSTALL REQUIREMENTS 6. ALL NEW PULLBOXES / HANDHOLDS SHALL BE A MINIMUM OF TIER 8 QUAZITES BOX OR APPROVED EQUAL. 7. PROVIDE DEDICATED NEUTRAL FOR ALL CIRCUITS, NO SHARED NEUTRALS ALLOWED. CONDUIT PLAN KEY NOTES 0 ONE 3/4" PVC CONDUIT (4412, 1412 GRID, 1412 IG) FROM PANEL CP TO J-BOX 0 ONE 3/4" PVC CONDUIT (2412, 1412 GRID, 1412 IG) FROM J-BOX TO LANE 1 PRE -SELL BOARD OONE 3/4" PVC CONDUIT (2412, 1412 GRID, 1412 IG) FROM J-BOX TO LANE 1 MENU BOARD 0 NOT IN USE 0 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 0 NOT IN USE ® NOT IN USE ENLARGED SITE PLAN ENLARGED CONDUIT PLAN SCALE: 1/4" = V-0" Q) SCALE: 1/4" = V-0" NORTH 0 20' 30' 1 "=20'-0" m� Q) NORTH z 0 U W w 0 m w Q 0 w RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 �p,I,TH 4F DONNA A. ELLIOTT a b,c. No. 9134 6/19/19 `CHITY', U J J O J M J z U) Z O C O 0 U O m r J N > O N ��//J� = W z JLU H H W 0 O ~ �_ CZ)U Q Q V LU ® 0 p Q W H U) DATE 6/19/2019 PROJECT 18780-96 DESIGNED ADB DRAWN ADB CHECKED DAE ENLARGED UTILITY PLANS C 1 . 1 Q N CD N U, N c 0 w d w a z H 0 r a LU Q z LU J LL II II ANCHOR BOLT, NUT AND WASHER NOTES: GENERAL NOTES: 1. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ON TOP OF FOUNDATION. 1. THE FOLLOWING CODES WERE USED IN DESIGN: 3'-0" MAX. NOTE: ELECTRICAL CONDUIT NOT 2. USE F1554 GRADE 36 BOLTS MINIMUM. 2. 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, IBC 2015 AND ASCE-7 (2010). STRUCTURAL LOADINGS: x SHOWN FOR 3. USE HOT -DIP GALVANIZED BOLTS IN ACCORDANCE WITH ASTM A-123. WIND: SIGNAGE FRAME, CLARITY. COORD. W/ SUPPLIER 4. ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. WIND (3 SECOND GUST)...........................................VuLT = 115 MPH VASD = 90 MPH ;;zr EXPOSURE........................................................................... C SEE TYPICALE - - - - - - - - - - -- CONNECTION DETAIL BASE PLATE PROVIDED 5. ANCHOR BOLTS, NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING RISK CATEGORY................................................................ II MANUFACTURER. WIND BASE SHEAR.......................................................Vb = 400 LBS (PRE -SELL BOARD) BY SIGN MANUF. Vb = 700 LBS (MENU BOARD) FINISH GRADE, COORD. - W/ CIVIL DWGS. SLOPE TOP TO SHED 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME. HEAVY 3/4" HEX SEISMIC: r WATER TOP NUT (GALV.) SEISMIC IMPORTANCE FACTOR(le).................................1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS..Ss....... 0.210g NOTE: *DIMENSIONS SHALL BE S�........0.069g \V\\\ VERIFIED WITH SIGN FRAME AND BASE PLATE PRIOR TO � „ � „ 3 „ o 2/2 x2/2 x/8 PLATE Q WASHERS Lr, w DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS...... 0.224g S��......0.1 1 Og (GALV.) CONCRETE PLACEMENT. SITE CLASS...........................................................................D M _ (3)-#3 TIES IN THE TOP SEISMIC DESIGN CATEGORY.............................................B 5" O/C, 10'' O/C ELECTRICAL 7 SEISMIC RESPONSE COEFFICIENT(CS)..............................0.064 p THEREAFTER o z m - (4) 3/4'Q ANCHOR BOLTS ::200 CONDUIT G�' HEAVY HEX LEVELING NUT = COMPONENT RESPONSE MODIFICATION FACTOR (RP)..3.5 SEISMIC DESIGN FORCE(FP)..............................................0.01 KIPS (PRE -SELL BOARD) 0.03 KIPS (MENU BOARD) FROST DEPTH...............................................................................2'-0„ �o w - 7 c`' 3" MIN. - - (GALV.) co M co CLR (4)-#5 VERT. REINF. 3. ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. EQUALLY SPACED o0 - - - a AROUND STIRRUPS LU _ _ 4. PRESUMPTIVE MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE (So) OF 150 PSF. CONTRACTOR SHALL ° 3/4''O HOT DIP GALV. HIRE A GEOTECHNICAL ENGINEER TO CONFIRM AN ALLOWABLE BEARING PRESSURE (Sb) OF 1500 PSF AND a \U 2'-0" 0 PIER 0 ANCHOR BOLTS SHALL SUBMIT GEOTECHNICAL REPORT TO ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED PRIOR TO CONCRETE PLACEMENT. FOUNDATION, ° ° \� SEE ELEVATION � "4" 2"x2 PLATE \ \ \ \ \ \ \ \ p 1 5. FOUNDATION SHALL NOT BE PLACED ON OR AT THE TOP OF A SLOPE EXCEEDING 3:1 WITHOUT EVALUATION BY A PROFESSIONAL LICENSED IN THAT STATE. DO NOT PLACE FOUNDATION IN FILL MATERIAL. `o EQ. EQ. HEADED 2-0" ANCHOR BOLT 6. DEPTH OF PIER FOUNDATIONS MAY BE LOWERED IF NEEDED TO OBTAIN LOCAL FROST DEPTH ELEVATIONS OR IF DIAMETER 8 "* REQUIRED DUE TO POOR SOIL CONDITIONS. VERIFY FROST DEPTH ELEVATIONS WITH LOCAL BUILDING CODE ANCHOR BOLT DETAIL OFFICIAL. FOUNDATION ELEVATION (PRE -SELL BOARD) A TYPICAL ANCHOR BOLT PATTERN NOT TO SCALE 7. ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS AND CONTRACTOR (INSTALLER) SHALL COORDINATE PLACEMENT TO MAINTAIN 2" CLEAR TO ANCHOR BOLTS. „ Sl.OS1 DOUBLE NUTS (GALV.) 8. COORDINATE LOCATIONS OF SIGNS AND FOUNDATIONS WITH SITE PLAN. NOTE: COORDINATE CONDUIT PLACEMENT INSIDE SIGN TIGHTEN TOP NUT% TURN ------------------------ COLUMN PRIOR TO CONCRETE PLACEMENT. BEYOND HAND -TIGHT 9. CONTRACTOR SHALL CUT EXCESS SONOTUBE FROM AROUND THE PERIMETER OF THE PIER FOUNDATION AFTER (TURN OF NUT METHOD) PLACEMENT OF BOARD (PRIOR TO LEAVING SITE). III 8 (MIN 600, MAX 800) z 1 1 I III 4 -% "x4/2" SLOTS 4" 4" 9.8"x3.9"x0.20" () 8 FLAT WASHERS p 10. CONTRACTOR SHALL NOT DEVIATE FROM STRUCTURAL DRAWING WITHOUT PRIOR WRITTEN CONSENT AND ON AN 1 1%4" 0 FABRICATED STEEL w INSTRUCTIONS REGARDING ANY CHANGE TO THE CONTRACT DRAWINGS. ANY DEVIATION FROM THIS DESIGN 5'-0" MAX. PATTERN COL. PER SIGN OR FROM ANY PART OF THIS DRAWING WITHOUT PRIOR WRITTEN CONSENT OF THIS ENGINEER SHALL VOID ALL I� MANUF. � LIABILITY ASSOCIATED WITH THIS WORK. SIGNAGE FRAME 11 z11. o Q O a0 0 b ° N ° CONCRETE SPECIAL INSPECTION IS NOT REQUIRED FOR THE SIGN FOUNDATIONS NOTES: 11 III COORD. W/ 1 1 LU O O O LEVELING NUT SUPPLIER �I COORD. HOLE IN 1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL SEE TYPICAL I I �I BASE PLATE W/ 5/8" 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". V FINISH GRADE, COORD. _ BASE PLATE PROVIDED o BY SIGN MANUF. W/ CIVIL DWGS. � SIGN PROVIDER) 1'-8%2" PER. MANUF. 2. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. VERIFY WITH LOCAL BUILDING OFFICIAL. - r SLOPE TOP TO SHED TYPICAL BASE PLATE DETAIL TYPICAL CONNECTION DETAIL WATER 3. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. lyl�l° \U \\ \\\\\ 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: `o ° 5. ALL CAST -IN -PLACE CONCRETE SHALL ATTAIN AN ULTIMATE COMPRESSIVE STRENGTH (fd OF 3000 PSI AT AN - 1. REINFORCEMENT: GRADE 60. AGE OF 28 DAYS UNLESS OTHERWISE NOTED. w a _ o (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. 00 m THEREAFTER 2 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 a4 EQUALLY SPACED EXCEED 0.48. 91 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. a ° NOTE: ELECTRICAL U CONDUIT NOT ° 7. NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED. 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 8. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE. a a ° a ° \ 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 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 AC1318, SECTION 5.3. CONTRACTOR SHALL FORWARD DESIGN MIX TO FOUNDATION ELEVATION (MENU BOARD) B ATTACHMENTS OF SIGN WITH MANUFACTURER. 14. ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. Donald L. Broyles, P.E. 1" = 1'-0" S1.Is .0 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" lit = 1'-011 RRM-M-- ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 �r o � DONALD L. BROUCS 7 Lic. No. 023341 e�iana ww sSIONA t J J V ti CD .ceJ M V Z z D C 0 o UCn � 0 C � � N J> 0 0 LU z J_ z co >_ LU O � LU O ~ CD Q_ Q o U V N N w 0 ® o w U) DATE 6/19/2019 PROJECT 18780-96 DESIGNED RSW DRAWN WPH CHECKED DLB PRE -SELL / MENU FOUNDATIONS S1.0