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HomeMy WebLinkAboutSDP202200064 Plan - Revision 2023-02-08MINOR SITE PLANAMENDMENT - SDP202200064 SITE INFORMATION CIVIL ENGINEER BRITT, PETERS & ASSOCIATES, INC, 101 FALLS PARK DRIVE STE. 601 GREENVILLE, SC 29601 864.271.8869 LAND USE/PLANNING - ZONING MMERCIAL W/ ENTRANCE ORRIDOR OVERLAY GISTERIAL DISTRICT RIVANNA DISTRICT OOD HAZARD OVERLAY DISTRICT ERVED STEEP SLOPES [OVERLAYDISTRICT - EXISTING USE RESTAURANT - PROPOSED USE RESTAURANT BUILDING SETBACKS NO WORK PROPOSED ON BUILDING -FRONT EXISTING - SIDE EXISTING -REAR EXISTING EXISTING PARKING SPACES 54 (3 ACCESSIBLE) PROVIDED PARKING SPACES -STANDARD 33 - ACCESSIBLE, CAR 2 - ACCESSIBLE, VAN 1 PROVIDED TOTAL 2 36 REQUIRED PARKING SPACES 21 SPACES -STANDARD 20 - ACCESSIBLE, CAR 0 - ACCESSIBLE, VAN 1 REQUIRED TOTAL 21 (APPROVED PER SDP199300018) SITE DATA -AREA 1.88 ACRES DISTURBED AREA 0.11 ACRES (4,900 SF) ARCEL ID 800-00-00-004A0 BUILDING AREA 4,672 SF CONTACT INFORMATION Rik 0 0 a Know what's below. Call before you dig. 1294 STONYPOINTROAD CHARLOTTESVILLEy VA 22911 ALBERMARLE UNTY SITE CODE. 0 045-0404 Locust Grove 2S SITE oeyp 20 " yrt ,a Qt - 4«> s� Richmoryo 250 2022 Mip oh Co—i at of -o TID LOCATION MAP NOT TO SCALE CIVIL ENGINEER BRITT, PETERS & ASSOCIATES, INC. 999 WATERSIDE DRIVE, SUITE 2202 NORFOLK, VA 23510 W BRET UNDERWOOD (757.965.5710) DEVELOPER/OWNER McDONALD'S USA, LLC 110 NORTH CARPENTER STREET CHICAGO, IL 60607 SR. AREA CONSTRUCTION MANAGER STEVE KELLETT (864.494.2491) THESE PLANS ARE THE PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DRAWING INDEX CVN i0 �o �N 0) w0 �O ON C14 wC �o DWG. NUMBER DRAWING DESCRIPTION C-1.0 COVER SHEET 1 OF 1 LIMITED TOPOGRAPHIC SURVEY C-2.0 DEMOLITION & EROSION CONTROL PLAN C-3.0 SITEILANDSCAPE PLAN C-3.1 LAYOUT PLAN C-4.0 GRADING & DRAINAGE PLAN SD-1.1 SITE DETAILS 1 SD-1.2 SITE DETAILS 2 SC-1.1 STRUCTURAL DETAILS 1 SC-1.2 STRUCTURAL DETAILS 2 rgtl 164toOmH Of 00 a�= /1, BRErUNDERWOOD y s ♦ Lic. No. 050678 O d q :? 02/07/23 `0 5 G,N, uu s 'S/ONAI. Fr vyq REVISIONS bo �pyo ^ti y oye b"by NAIL/DISK o° ^N=134,057.41 "e o" y E=2,012,721.95 Q�J 48.54 X 47.56 47.01 k 46.0 X Z=45.90 A o .08 e ^ e e 47�.05 y �6.51 a 4§.62 .y ^ e AV 49.17 7 X(T �JOI 6a6 47.70 47.40 ��P�Gy x " yeti b V YIP)46.18 ? 45.73 m 15.7' y48 k� 5.92 ^ bbe kyy e e^b 0 ek 5.449.22 48 7�o4e A ' .0 ,. 45.67 oN e 45.5 IRIM NV=37.17+/- SYSTEM CHARGED AND p� ° 44.73 rQO6�Q oW ^ti° FULL OF WATER UNABLE TO X yb ky be' " b6 " .af a y'b y. PULL INVERTS X o X �k^ �" k6e9 kyry� I 49.37 k^dry 48.85 ^y e^ o° .79 "o "o "o "o do I 32 e b°6' k be y 49.53 49.18 ke6 DRIVE-]`HRl4' x WINDOW 49.12 48.72 a^ "^ -A " 49.92 5.0'- 5.65' 50.00 0 49.50Vo k y w ka' JO J e° e. I O ° bb "off 9 ° .. one 56.14 �/ .Ni .Mi y� y� ry 49.55 ke A 0 okti " k 49.96 _ h 10.65' 49.00 ky X -7 °.1 9.6' 17.05 b P 9.75 0 e 47. o P�gy O X y ^ ke� ke� e o I "^ 0 k x: y QQ� N X k^6 k^ry kF 49.99 X" < ° ^�.� GAS METER p0�v Q qP -f 49.87 ^ I 49.50 o kti "o.. C 01 0` 49.40 DRIVE-THRU WINDOW Ao X 0 0 b° 4 50.11 lq- O 49.88 MARKED UNDERGROUND ."oaf 49.98 O 49.49 ^o ke GAS LINE a ^ e e ?9 1.° 1-ST-BRICK rn k^9 " FFE=50.00 (ASSUMED) #1294 MCDONALDS 50.30 49.94 49.78 49.44 ° . .' co keo ^ y bee 49.89 k°' T k9 ' ° 50.09 p T 49.41 OP 49.95 �' QY 49.83 oe o 1 ° 1.0 C5 '. 49.34 PAINT y�O y 49.46 U ' DRIVE-THRU O o Xo ke^^ k^^1 k� ^e WINDOW o. XyD-C : rn �� V� 0 ,- 49.74 49.30 ti ee "a'� 6.2' o �� �P Lo "e ee -' x"oo-k J� pO� 1.0' 100 "y. O 50.04 49.91 d 50.15 "o O 37 2' 49.61 0 49.49 6 4' 10.6' ^ ^oe k k 49.84 ek ba' e k° °off o. 9.92 a. "49.54 . a k° ka" 49.95 49.52 . ^e 50.17 49.91 X .. k. , 49.92 49.54 a ° .. da X 48.1 49.87 49.69 a 0 o o. 49.77 49.53 47.65 °^� k ' a° 9.88a e a 49.42 f, 49.20 0 "^ 1 49.54 . bee "e. x , �o Xb ° a A9.9 °a a ..a 49.6'1I oo ro 36 ti °" " £ 47 49.87 ^ 49.60 d 49a25 X .92X0 b 5011 0. ° y Xk TC � FL o = 6" BOLLARD 4! o-O = LIGHT POLE THE BUILDING SHOWN ON THIS SURVEY APPEARS TO BE LOCATED IN FLOOD ZONE , AS SHOWN ON FLOOD MAP, FEMA COMMUNITY PANEL #5f003C-0287D EFFECTIVE DATE.- 0210412005. THE ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED FFE OF 50.00. THERE WAS NO PLAT, DEED OR PROPERTY INFORMATION AVAILABLE OR PROVIDED. THIS SURVEY IS INTENDED TO SHOW IMPROVEMENTS AND NOT BOUNDARIES. THIS IS TO CERTIFY THAT.• THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF ROB D'ANGIOLILLO FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON ✓ULY 9, 2022 AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. k 49.92 y . 49.47 49.63 &°'. a _ 0 49.23 I ka � X ^\ ey ee e° e1 by he rye 1° "A' 15' 0' 7.5' 15' 30' SCALE IN FEET 1"=15' HEAVY/THICK BRUSHLINE ti^ k^ X TRASH ^y e e x ey k^ PA q 47.45 C[j A NOR�cN PQQ�OX. CONCRETE FLUME I 46.63 ko I e 46.70 b0' k0' b0' k0' ye' k0' I b LIMITED TOPO OF #1294 STONY POINT ROAD I ke 48.22 47.75 MCDONALDS RESTAURANT ^ y e o CHARLOTTESVILLE, VIRGINIA 0 ke6 kek ke' SCALE.- 1 "=15' ✓ULY 15, 2022 I IPOSSIBLY 12" LINE UNABLE TO MEASURE I R. L. Oltb WAY 4908 FENNELL LANE SUFFOLK, VIRGINIA 23435 PH: (757) 394-1995 www.rlgollowaysurveying.com N RLITi Farms A"C%1 ATE 8 HEAVY HICK BIZU57LINE ZES CAPITAL CORPORATION / PARCEL# 07800-00-00-004A1 NO ADDRESS ASSIGNED PARCEL# 07800-00-00-0058G3 315 WINDING RIVER LANE 1z z NORWAY MAPLE 0 \ y� VO e mr \ o \ \ \ o \ WILCOHESS LLC \ \ / / PARCEL# 07800-00-00- 300 \ 1172 RICHMOND R D PANTOPS GAS AND FOOD LIMITED COMPANY PARCEL# 07800-00-00-00400 1192 RICHMOND ROAD APPROXIMATE LOCATION OF 20' SEWER LINE EASEMENT (DEED BOOK 423 PAGE 296, NOV 21 1966) Know what's below. Call before you dig. FIRE PREVENTION NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING IS A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 4. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, SAFE AND EFFICIENT VEHICULAR ACCESS FOR FIREFIGHTING AND EMERGENCY OPERATIONS SHALL BE PROVIDED AND MAINTAINED AT ALL CONSTRUCTION AND DEMOLITION SITES. THIS INCLUDES PROVISION OF THE REQUIRED UNOBSTRUCTED ACCESS FIRE DEPARTMENT CONNECTIONS WITHIN 100 FEET OF WATER SUPPLY/HYDRANTS FOR THIS CONNECTION. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE WITH UNOBSTRUCTED ACCESSIBILITY AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WIT THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHERS IN AREAS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 1 I I I I I I / I / I / I / II / 1 / CONCRETE FLUME I / r APPROXIMATE LOCATION OF I 125' ELECTRICAL EASEMENT I (DEED BOOK 344 PAGE 323 V NOV 20 1958) �1 I h"m 1 / � I . / 1 / I / I / 1 / 1 � 1 / 1 / 1 / 1 / I / 1 / 1 / 1 / / I / / I / 1 / � I / I / 1 / I / I / 1 / 1 / 1 / 1 / I / � I 1 II / I II APPROXIMATE LOCATION OF 10' WATER LINE EASEMENT (DEED BOOK 1138 PAGE 326 JAN 31 1991) GENERAL DEMOLITION NOTES: 1. EXISTING SITE CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPORT ANY DIFFERENCES FROM THE PLAN THAT WILL AFFECT CONSTRUCTION, IN WRITING, TO THE ACM AND AWAIT FURTHER INSTRUCTIONS. 2. PRIOR TO COMMENCING DEMOLITION & CLEARING, PERIMETER SEDIMENT TUBES SHALL BE INSTALLED. 3. ALL EXISTING TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IN THE EVENT THAT EXISTING ITEMS TO REMAIN ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM AT NO COST TO THE OWNER. 4. ALL DEPRESSIONS FORMED BY DEMOLITION SHALL BE FILLED. REFER TO THE GRADING & DRAINAGE PLAN FOR FURTHER SPECIFICATIONS FOR THE FILL REQUIREMENTS. CONSTRUCTION SEQUENCE: THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, REGULATIONS AND ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. 1. SCHEDULE A PRE -CONSTRUCTION MEETING, IF REQUIRED. 2. MARK PROPOSED LIMITS OF DISTURBANCE. INSTALL SEDIMENT TUBES AND TEMPORARY INLET PROTECTION AS SHOWN ON C-2.0. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 3. BEGIN DEMOLITION WORK AS SHOWN ON C-2.0. DEMOLITION WORK WILL INCLUDE PARTIAL REMOVAL OF EXISTING PAVEMENT AND DRIVE THRU EQUIPMENT. NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE A WEEK AND AFTER EVERY RAINFALL. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND MAINTAINED UNTIL THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. 4. BEGIN INSTALLATION OF NEW DRIVE THRU UTILITY CONNECTIONS. 5. BEGIN DRIVE THRU CONSTRUCTION AND EQUIPMENT INSTALLATION. 6. PAVE AREAS DESIGNATED FOR PAVING. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, ETC. SEED AND MULCH DENUDED AREAS WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. NOTE: THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN UNDISTURBED DURING CONSTRUCTION OF AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED. 7. WHEN SITE IS APPROVED, REMOVE SEDIMENT TUBES AND TEMPORARY INLET PROTECTION. SEED OUT OR PAVE ANY RESULTING BARE AREAS. KEYNOTES: O1 REMOVE AND RELOCATE EXISTING PRE BROWSE BOARD AND FOUNDATION. STORE EXISTING PRE -BROWSE BOARD ON SITE FOR FUTURE REINSTALLATION. 2O REMOVE AND RELOCATE EXISTING MENU BOARD AND FOUNDATION. STORE EXISTING MENU BOARD ON SITE FOR FUTURE REINSTALLATION. 3O REMOVE AND RELOCATE EXISTING COD AND FOUNDATION. STORE EXISTING COD ON SITE FOR FUTURE REINSTALLATION. ® REMOVE EXISTING GATEWAY AND FOUNDATION. O REMOVE EXISTING BOLLARD. © GRIND OUT EXISTING PARKING LOT STRIPING AND DRIVE THRU OUTSIDE LINE AS SHOWN 7O CLEAR LANDSCAPING WITHIN THE LIMITS OF DISTURBANCE AS NECESSARY. LEGEND DENOTES PROPERTY LINE DENOTES EXISTING ITEM TO BE REMOVED LIMITS OF DISTURBANCE DENOTES SEDIMENT TUBE REFER TO SD-1.2 DENOTES EXISTING PAVEMENT TO BE REMOVED LD ST 0 TEMPORARY INLET PROTECTION REFER TO SD-1.2 20' 0 10, 20' 40' 60' SCALE: 1 INCH = 20 FT d d d m EN w a O ....©omm BRITT PETERS A N D ASSOCIATES I N C. consulting engineers 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 999 Waterside Drive Suite 2202 Norfolk, VA 23610 (575)965-5710 www.briftpeters.com C U O V N N o 0 V � N V C lap u�� J o aa>�2, 0 cc E � o a3 N n� � N — O ✓ Q E .- O .� O O L U) 0. U p O C d rn cpC o cv.3 •�` V C L U C U _ O U L O p L c N p C N .. �' C c+% a, 0 O U EO C0 C'y C y N p N 0-C N L W C U L N p W O no Im J~ C w p p Ua - 0 0 m p C full,2 O U ✓ C C N U ow._C N y Z�L ._ O U W I� OL O.tOil TE C c O n o p p 2 V N �U C E O N D U r 3w., 2C �� O LLo c 3 0 3 o O p 0 o W N.LU 0 C K N N w N U O pU a o m Z m �O Oc a w 0 w 0 On Q o Q a o o w ix a o 0 ■4 alb•klT11Or �. 0, 00 BREI'UNDERWOOD y 4 ♦ Lic. No. 050678 v A � q- f O . r 02/07/23 �,•., `0 5, 0a0BdOG�m Z O U) Z °g W 06 J ZO OOf Z JO OU 2 W 0 0 a U aV N EPA # 220492 Ci-2.0 DEMOLITION & EROSION CONTROL PLAN N RLITT Farms A"C .iATE 8 ow what's below. Call before you d KEYNOTES: 1O MATCH EXISTING PAVEMENT ELEVATIONS RE -INSTALL EXISTING OUTDOOR DIGITAL MENU BOARD (PER DETAIL @ INSTALL ELECTRICAL JUNCTION BOX AND REROUTE CONDUIT TO SHEET SC-1.2): FOOTING AND ELECTRICITY BY GENERAL CONTRACTOR, PROPOSED DRIVE THRU EQUIPMENT. Q INSTALL DELIVERY RAMP (1:12 MAX SLOPE) SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION MANAGER 1© CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL UTILITY Q PAINT DIRECTIONAL ARROWS PER DETAIL SHEET SD-1.2. LATERALS AND REROUTE AS NECESSARY FOR INSTALLATION OF THE NEW OUTDOOR DIGITAL MENU BOARD (PER DETAIL SHEET SC-1.2): DRIVE THRU EQUIPMENT ® PAINT "MCDONALD'S DRIVE-THRU" DIRECTIONAL ARROW, YELLOW PER FOOTING AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED DETAIL SHEET SD-1.2. BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S 1 g STABILIZE ALL NON HARD SURFACES WITH HARDWOOD MULCH OR O PAINT 6" WIDE YELLOW STRIPE ON ASPHALT ALONG EDGE OF CONCRETE CONSTRUCTION MANAGER VEGETATION TO MATCH EXISTING. FOR DRIVE-THRU LANE. Q RE -INSTALL EXISTING CORE 16 CHARCOAL PANELED SLIM SPRINGBOARD CANOPY (PER DETAIL SHEET SD-1.1 & SC-1.1): FOOTING AND ELECTRICITY © 6" YELLOW PAINTED STRIPE FOR "MERGE POINT" (TYP.) BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION O7 PAINT "THANK YOU" PER DETAIL SHEET SD-1.2. MANAGER ® DRIVE-THRU ARROW PAVEMENT MARKING (125 MILS THERMOPLASTIC) 1© NEW CORE 16 CHARCOAL PANELED SLIM SPRINGBOARD CANOPY (PER PER DETAIL SHEET SD-1.2 DETAIL SHEET SD-1.1 & SC-1.1): FOOTING AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO Q9 RE -INSTALL EXISTING OUTDOOR DIGITAL PRE BROWSE BOARD (PER COORDINATE WITH MCDONALD'S CONSTRUCTION MANAGER DETAIL SHEET SD-1.1 & SC-1.2): FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO 1® NEW CORE 16 CHARCOAL PANELED DOUBLE WELCOME POINT GATEWAY COORDINATE WITH MCDONALD'S CONSTRUCTION MANAGER SIGN WITH "ANY LANE ANY TIME" (PER DETAIL SHEET SD-1.1 & SC-1.1): FOOTING BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN 1® NEW OUTDOOR DIGITAL PRE BROWSE BOARD (PER DETAIL SHEET SD-1.1 & CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S SC-1.2): FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN CONSTRUCTION MANAGER. INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION MANAGER 1® INSTALL GUARD POST. REFER TO SC-1.1 RIVERS EDGE I LLC PARCEL# 07800-00-00-0058 325 WINDING RIVER LAN ZES CAPITAL CORPORATION / PARCEL# 07800-00-00-004A1 NO ADDRESS ASSIGNED / 2 v \ Qr 7 \ �~ \ o \ \ oo WILCOHESS LLC PARCEL# 07800-00-00- 3( \ 1172 RICHMOND R D PANTOPS GAS AND FOOD LIMITED COMPANY PARCEL# 07800-00-00-00400 1192 RICHMOND ROAD APPROXIMATE LOCATION OF 20' SEWER LINE EASEMENT (DEED BOOK 423 PAGE 296, NOV 21 1966) APPROXIMATE LOCATION OF 125' ELECTRICAL EASEMENT (DEED BOOK 344 PAGE 323 NOV 20 1958) WU ohe / 1 4J1 / v / � / I / 1 / 1 / 1 / 1 / 1 / 1 / 1 / 1 / 1 / / 1 / 1 / / I / I APPROXIMATE LOCATION OF 10' WATER LINE EASEMENT (DEED BOOK 1138 PAGE 326 JAN 31 1991) GENERAL SITE NOTES: d d d m 1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT VA 811 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. w w c 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE E € F INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE E UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. E U d cl U a- 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO c 5; d) U VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION O of N U FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND AN U M OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY Q AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION IS GRANTED. 5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR N N N F OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. 0 0 N p N r- O O O 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF N O w THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. PREPARED BY: 8. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. / 9. ALL WORK IN RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF / THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS. 10. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY P:%N**N FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY BR I TT PETERS CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES A N D TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ASSOCIATE S ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN I N C. PROFESSIONAL. consulting engineers 11. SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN 101 Falls Park Drive ZONE "X" AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL NUMBER 51003CO287D, WITH AN EFFECTIVE Suite 601 DATE OF 02/04/2005. Greenville, SC 29601 (864) 271-8869 12. PARCEL ID: 07800-00-00-004AO 999 Waterside Drive 13. PROPERTY SIZE: 1.88 ACRES Suite 2202 DISTURBED AREA: 0.11 ACRES (4,900 SF) Norfolk, VA 23610 (575)965-5710 14. PAVEMENT SPECIFICATIONS: CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT SPECIFICATIONS. McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A www.briftpeters.com COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER SPECIFICATION, TESTS WILL BE AT McDONALD'S EXPENSE, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED. 15. ALL SITE CONCRETE IS TO BE TREATED WITH WATER REPELLANT CONCRETE SEALER TO PROTECT �°� :F o 6 THE SURFACES FROM SPALLING AND DAMAGE FROM CHEMICAL ATTACK OF CHLORIDE SALTS. SEALERo o o 0 0 `o SHOULD BE SILANE/SILOXANE WATER REPELLANT. RECOMMENDATIONS INCLUDE U d `2 o `o � 0 PROSOCO-SALTGUARD OR V-SEAL 102 WINTERGUARD. J o PARKING REQUIREMENTS: REQUIRED PARKING: 21 SPACES EXI NG PARKI P CE PROPOSED PARKING: 36 SPACES 2 I r= r,FNn EXISTING PROPOSED CURB & GUTTER REFER TO SD-1.2 ELECTRIC 0 H P CONCRETE PAVEMENT REFER TO SD-1.2 CONCRETE SIDEWALK '''''777771 ,:. REFER TO SD-1.2 SCALE: 1 INCH = 20 FT 0 0 o a3 N 2 N — O ✓ Q .O ''^^ E. p N O L V/ U p 0. d o CZ 0 3 V C p C L C — U OU 0 O p L N p NL O U EO C0 C C, y N N p , L NW C U L N p N p H J G� p p i O a c� a U a - N O N p 0, w O U ✓ N C 0 C N N , O U C ._ V O U W I� pL O. tOi� TE C C 7 V p p p V p d V w p` 0 3 0 O p o W N U N C K N N p w N U OV a o m Z m t` a 3 pc .L. m .L. a w O O o a w Iq�;V,ALTH op 010 BRETUNDERWOOD Y Lie. No. 050678 A 02/07/23 ��4 z I S• G' b S'ON W AL F.r�a�' Z J LU 0- U U) 0 Z w W o U r 0 a U aV N BPA # 220492 C-3.0 SITEILANDSCAPE PLAN r�� 4 16• ! ` `' i Know what's below. ♦ ' Call before you dig. / w c E E . U) 0 (1)a 9 w E U U m IL w p a w ' � J 0 V) U R30' Q M n �? 15' R42'ti n Y R30' R20' h 2 \ \ 7 R1.5 n M Cl) N ,• 20'_ w ^ N N N W o 0 r- R20' R1. ' \ \\ 12 `� N o W 6• \ \\ o ^ � ^T �� � PREPARED BY: RPORATION 1�� \ RPORATION `\ .w , 00-00-004A1 SSIGNED do 5a s 00-00-004A1 ASSIGNED 31 1 2 ..6. 1s4' a a s• 1 J. � BRITT PETERS 1j QH? QH? 4� A N D ASSOCIATES 2 4" PLUG 4" PLUGS I N C. consulting engineers �0, 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 R 1-ST-BRICK 1-ST-BRICK 999 Waterside Drive FFE=50.00 (ASSUMED) FFE=50.00 (ASSUMED) Suite 2202 Norfolk, VA23610 1294 MCDONALDS #1294 MCDONALDS (575)965-5710 www.briftpeters.com 0Y�' �� v Be(Y0-0^ 2 � � a 6 -6 16 /\\ J U N N \ Be Bo 0 `Qao a n y w J 0 aye o p O O O w o v 3 N o a-o�Na R U C N � � U 0 C d an+ p N OC oJl OJi O 0,5 p 0 p y co W C C+p m p C U Cz EO y c 0120 N O c O p W 016 .0 D Y N C w �J �J p O N 2 U U N Q c C :2, O E U c Os O N T c p m J DRIVE THRU DIMENSION PLAN FOUNDATION STAKING PLAN p03000o o SCALE 1:10 SCALE 1:10 W � p aT+ N r� N C O w K N a N p� N U o, m Z m �O Oct. mt. a m w ¢ 0 m L N 0 N PRIMARY LANE MENU BOARD BOLT PATTERN PRIMARY LANE PRE -BROWSE BOLT PATTERN SECONDARY LANE MENU BOARD BOLT PATTERN SECONDARY LANE PRE -BROWSE BOLT PATTERN w U > N SCALE 1:2 SCALE 1:2 SCALE 1:2 SCALE 1:2 ¢ o i \ \\ \ \ \ \ \ \ J J \ \ U) 0 FACEDFCURB Z ' OF CURB a. G�pFGVRO �GJ�O \ 0 F- PG�OF 6`1 JQ0 J w o w / \ NOTES: 0 0 / 7 N m 1. ALL THE DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING OR PROPERTY LINE; UNLESS OTHERWISE NOTED. �d 0 N 9 0 v~i rr N S a4 _ — — --� 2. AN ELECTRONIC FILE OF THE LAYOUT IS AVAILABLE FOR STAKING PURPOSES UPON REQUEST. asQr L _ _ _ 0 ®� ® --_ .� •� 7 P`1 ®� ®� — _ — J 3. THE DISTANCE BETWEEN THE COD AND THE PRE BROWSE BOARD IS TO BE 15' MEASURED ALONG CURB LINE STARTING FROM ♦ BREI' UNDLRIVOOD ♦ ♦ N g BPA u zzoasz — — — — PERPENDICULAR OF THE CENTER OF THE COD. .1 ♦ Lic. No. 050678 ,r IAIII ;. 10, 0 5' 10, 20' 30' s o 02/07/23 �; • r 40 u o z C-3.1 • `0�'SSjO �'� �� . SCALE: 1 INCH = 10 FT �4 �900 G�r4 LAYOUT PLAN N 63 5.6 /-- +45.9�-- -46 --- �i�/ 47.27�� / / / / �46. 3 46r " � .� -/ 45.93-----�\_� 46. \\\� +47.75 046.68 �46. 4 '6 46.31 +46.55 \\ +47.75 +47.65 4 \ / / 46.40 _ r 47.1 / +46.68 � � � -47- - --+47.0-8- - +46.80 47.29 +4 20 - / +46.74 / +47.15 +47.29 +47.49 +47.37 _ _ 6. +47.68 46.36 + .40 4 . 47.65 + 47.62 / *47.04 +47.20 47.523 47.86t +47.9148�25= _ +47.78 +47.58 4 61 46.06 46.58 / / 47.52t 47.62 - - .48- - _ _ 47.88 \ / 48.32t - - +47.63 / i � _ - _ 47.95 / � 47.51 +47.33 47.56 i� 48.9 48.27 +48.19 � 8,01 + .71 .4'2' eg v° 46.75 / / \ 47.8 // 48.4 +48.57 48.5t \ \ -4-8.05 6 q 3 48.11 +47.68 0 !1 / +48.35 6.95 47.79t v 48 6 +4�Y 3 47.83�/ / � +48. �-�49.01 ' - _ _ 6.56 i / / E® 49.2 49.9 _ 00 I� 87 47A4 i 48.9 �49.2 / / 49.4 _ � / +47 48.4 04 �\ - x / � 01 +48.4� \ \ 47.13 �/ � \ ,.68 1 / 49 49.28 +48.73 / 48.16 t� 49. 48.13t / 49.5 � <� � 49.44 1 � � 49.4 �48.23 / // �48FF49.0 \k�,'A� � 50.25 \ 49.95 49.4 \\\\ +48.40 AL CORPORATION / // �� , ' / ` 49.45 +49.21 +48.72 +48.47 07800-00-00-004A1 I / 49.5 1 +48.45 RESS ASSIGNED \' i J 490 ��� 50.0 88 +48.73 48.25 i 47.68 ) 49.00 J 50.0 �49.14 +48.83 48.69 47.46 / / i +49.10 r 49.95 49.95 " \ ` 48.41t „ / 49.45 50.0 a8.ao / a �48.73 +48.73 49.1 �1H? 49.5 / �.2 47.61 i/ /���}49.6 n, a \ \ \ +48.75 / 1 fix^ / .9.68 4" PLtiB H? 4957� \ / 4 " +49.0�\ / 48.48 47.78// I / / / C6 +4949.83 +4©5 �48. 4 y .75 49.14 � I / / �a7.9 i 48# 1-ST-BRICK 9.7h FFE=50.00 (ASSUMED) / +49.78 d` #1294 MCDONALDS 4 �J \ / 1 h +49.13 449.16 48.16 48.84± 11 49.6 / 1 +49.82 7 1 Be \ 49.6 48.3 48.48 1 " / 48.24 +49. 6 . 0 .49 � � 49. i 48.5849.68 49 95 / ) +48.48 48.31 I 144 29 / I � 50.40 / +48.62 48.64 i +49.30 \ 48.64 +48.98 I/ V 48.75 / 49.13 4 85 -� yys / / 49.24 749.31 Q \ 49.41 / \ .31 9.35 .4 +49.82 49.78 .9 49.78t �49.70 49.76 49 49.84 49.77t 49.7 +49.54 +49.71 49.83 * 49.33 49.71 Q�� 4 v +49.76 9 +49.56J G -4�-49.36 [� 4i4r +49.61 49.59 49 49.4 49.62 7 � ` .6� .55 95 O� 53 �C 49.60 7144�� 49.78 *49.78 _� 49. +49.82 49.68 +49.75 A LEGEND 9.38 +49.38 EXISTING PROPOSED 9.45 CONTOURS 970 971 DRAINAGE FLOW 9.51 DIRECTION SPOT ELEVATIONS 984.5-FINISHED SURFACE 24 REFER TO NOTES +47.20 984.9=TOP OF CURB 9.56 �984.4=BOTTOM OF CURB O 10, 0 5' 10, 20' 30' / SCALE: 1 INCH = 10 FT N w N E o € E U d p U d T d) � p U M 20 EN N N N F Q O O N p 0 0 0 N C W BRITT PETERS A N D ASSOCIATES I N C. consulting engineers 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 999 Waterside Drive Suite 2202 Norfolk, VA 23610 (575)965-5710 www.briftpeters.com .LN.. p -o 2 U O V N N �o 0O O N C N��$ J o 2 aa>�2 J a02-o o OE c o 'Na3 N 2 N Q - O ✓ N N E -' O:F N U)O C d � o+ C O 01, p C N 0 U C 0 C C O-O-1 U O L O� N O C N c c+%o-gip b E C0 O U C E" O y y p N 00CN N L N L O J~ G O p i .- V1 O N p C fNllw C �C y *N L�u oC wN U C QN V. O U N ay TE C- p 0 o N O O Q V N N O 0-p C O O 0'3 O O O o p W N r N C w OV K a N 0 p j 0.2 o 0 Z � N 0 oc t` a•3 .L. m .L. a w a 0 0 U On N ¢ j Z a J D- w W m U) o J Z o °6 z Z N w a > o N Q Ly w N a N qaD IT11 r�rr g `1f o /��]J "� ♦UOJ ♦ BRErUNDERWOOD ♦ w L6 $ ♦ Lic. No. 050678 v SPA #220492 :? 02/07/23 u Y0�105, b o C-4.0 , C�� w ��d #0004mvafi N GRADING & DRAINAGE PLAN j " m Pull Forward Sign Everbrite G10 — Double Unit STI MACACHE-` G10 —Single Unit srtza�rAuac" > r Main display area Depth Total height including base structure Main display area Depth Total height including base structure n 60.86" 13.8" 33.85" 13.8" 3� OPTION A OPTION B ` IN GROUND SIGN MOVABLE SIGN STANDARD Illumination: N/A SIGN FACES Face Details: Pigmented ABS p,• finish screened anel to a6L6 do 90.68 an ,n.,rww�■. 1 match eMS 5C with matte •+ c E •i.� w 1 "Reserved Driy, ro ve-Thru" co E € F yellow reflective vinyl circles - V' i- 'i 'M_ r E o ■ • I Q . . " •_ �q _ o v a a 88a, 0 N U y .68" I 88.68" U) I • • Q a e 1 1 E bis ?9 �^ = OPTIONAL -- -- ---- SIGN FACES 3■ Cl) M N 7. N N N Ak, '�^ O O O LLI CHARCOAL CHARCOAL 0 0 0 F OUTDOOR DIGITAL MENU BOARD OUTDOOR DIGITAL PRE BROWSE BOARD N 28 March 2017 S_ 7R March 7017 N O LL Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com 'f'r`'• "`' PREPARED BY: _- �ti':• Everbrite `�''ti�' Everbrite Slim Springboard Canopy w/Audio Only - Yellow :.:: ■IdentlySystemS Divlsl°� Double Welcome Point Gateway ;:�.•. ®IdentiySslems Divwon Everbrite Mobile Ordering Curb Signage s::.. OPTION A OPTION B ' ' Illumination: N/A INGROUND SIGN MOVABLE SIGN BR I TT PETERS POLE PROVIDED Illumination: LED Downlighting A N D BYOTHERs Illumination: N/A ASSOCIATES t -2 1 -z Other: • Non -illuminated clearance I N C. i-35S6 an� �35.S6 cm� FACE OPTIONS 92.46"" a2^ Face Details: Pigmented ABS panel 1 12.48" 37.38' sign with spring loaded break consu I t i ng engineers to match PMS 425C, � Electrical: 1.5 Amps 120 volt, 60 Hz [I o away clearance arm. 3 3 3 4 matte finish yellow and D D V h o � a - white graphics • . - COLOR: - Ckavance9Feet 6" • Adjustable bang bar. 101 Falls Park Drive Ballast: Suite 601 Greenville, SC 29601 m � E LED DOWNLIGHT' ( ) T 864 271-8869 n m - ^ REFLECTIVE WHITE VINYL Ship Weight: I 1•_6" "Order Here° COPY+ Clearance bar 999 Waterside Drive UNDERLINE — Suite 2202 Norfolk, VA 23610 E PANTONE (575) 965-5710 cm cm 1 eJ s SPEC: 35W, S,000K LAMP 123 C 1 charcwldadding,z-piece www.brittpeters.com tv ACM CLADDING, n NG CHARCOAL FC CONVERSION: 455 FC AT GROUND LEVEL: 11 (5,000/455) �-. WHITE cols "ERE DECAL- Product specifications ° ° O° w N C N • PERFORATED ., O -° o o 0 ... .. v roc .-:- MIC/SPEAKER .0 OPENINGS Electrical J ° VINYL ADA DECAL- U O O i8 WHITE COPY Input lrolby................................ 1(10-277 VAC, 50-60 HZ 3000K 4,5S0 130 WIN kl 3sw 40ooK 4,730 1351mnv c ° E •- C 0- 06o SWK VIM 1401MV `c o - �, ° s ° a 55.88 cm 3000K 7150 1301mM, APPROACH VIEW = o °c -° 3 0 c °°' m 14.16" 14.0° O ° c t SSW 4=K 7,430 135IrVW 0 o u o o° 2 0 SOOOK 7 1401mlW IN w sv, 0 0 0 c o c C 00 O C to ° ° Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com Everbrite, LLC, 315 Marion Ave. South Milwaukee WI 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com Everbrite, LLC, 315 Marion Ave. South Milwaukee WI 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com 2 ° ° °� xr Q° C N t N r_ c U 1 Cam ° Q _ VI O'rn 0.° c O O 00 � TO o 1-1/2" PVC CONDUITS TO BUILDING FOR: ^ 0 ° ` ° a c`c°0°c NOTES • LOOP DETECTOR & AUDIO iJ 0 0 �° a N ,, E • DATA CABLE o 0 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP V a PANEL CP (IG) PANELLP O ° c r o 0 ° ° MANUFACTURER. C a a� 1/2" STEEL CONDUIT TO BUILDING FOR COD POWER NOTE: r2 C 3 0 c .- 0 PULLBOX FOR C o � 0 0 0 (2)1-1/2"C U- ° 3 o c ° 2. CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. *VERIFY EXACT CIRCUITS & QUANTITIES OF OPO CONTROLLER o D o .. -`° . C COD POST FOUNDATION ONE FOR COD CABLING 0 0 0 0 ° INSTALL PER MFR. RECOMMENDATIONS. VERIFY EXACT W ° `0 o = 0 m 0 ° ONE FOR LOOP DETECTOR CIRCUITS WITH PANEL SCHEDULES AND ¢ 0 ar m > 1 112" PVC SLEEVE FOR DETECTOR LOOP PuueoxAT MANUFACTURERS INSTALLATION INSTRUCTIONS. LOCATION IN FIELD. a m ° ` m ` 0 F a 3 0 c« y r 3, NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED CASHIERS WINDOW PB a WITHIN 2' OF LOOP. PB INSIDE FOR EXISTING LOCATIONS: PB INSIDE 2'-0" TO 2'-6" OUTSIDE VERIFY EXISTING CP PANEL HAS AMPACITY AND OUTSIDE Y w m �w N SUFFICIENT SPARES/SPACE FOR TWO 2 NEW ° o o N 4. DETECTOR LOOP MANUFACTURERS: COD 2"C.CABOR CAT6 DATA T cO A O Z a UJ rn o DETECTOR LOOPS MAY A T ONE OF THE FOLLOWINGS 20A/1 P CIRCUITS. UPGRADE CP PANEL TO 42 S 5; Q < COMPANIES OR EQUAL. DETECTOR 19 BOARDOWSE LOOP CIRCUITS IF NECESSARY. gOARDOWSE o 0 W ' o o: o 3M: 1-800-328-0033 9p, LOOP DETECTO VERIFY EXISTING PULLBOXES ARE SIZED FOR COD HME: 1-800-848-4468 NEW CONDUIT ROUTING. MODIFY PULLBOXES IF 5'-0" MENU BOARD#1 (2)1-1/2"C. NECESSARY. Q ONE FOR COD CABLING 5. DETECTOR LOOP MATERIAL: 1 1"C. FOR CATS DATA A 2#12 & 1#12 GND. TO LP-1 FOR COD CANOPY MENU BOARD#1 N NOTE: THIS SHEET IS PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM ONE T TRAFFIC ONE FOR LOOP DETECTOR CABLES LIGHTING. FOR REFERENCE ONLY. LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. FLOW 1 1/4"C. FOR CAT6 PRIMARY DT j SIGN COMPANY TO LEAD-IN IS PRE -TWISTED AT FACTORY. CONCRETE CURB _ DATA CABLES LANE (D 4#12 & 1#12 GND & 1#12 ISOLATED GND., TO (D W J J CP FOR ISOLATED GROUND POWER TO O > PERMIT SIGNAGE 6. DETECTOR LOOP CONSTRUCTION: MENUBOARDS AND MEDIA PLAYERS. PRIMARY DT w FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH COD O LANE o NO SHARP CORNERS AS DETAILED. WIRE LOOPED, SEPARATELY. SIGN PLAN WIDTH OF DRIVE-THRU LANE 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO to J PREBROWSE CP FOR ISOLATED GROUND POWER TO COD'S. Q FOUNDATIONS INCLUDED FORMED, & PIGTAILED AS DETAILED. BOARD LOOP Q = N THIS SET. LEAD IN WIRES DETECTO O EACH CIRCUIT. SHALL BE ON ITS OWN SEPARATE pREBROWSE COD W BOARD 0 COD POST AND FOUNDATION MENU BOARD#2 ARVDT LANE W 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO ~ LANE Z CONCRETE CURB _1 "C. FOR CAT6 DATA � CP FOR ISOLATED GROUND POWER TO E I= w a CABLES MENUBOARDS AND MEDIA PLAYERS. to W z MENU BOARD#2 a a PAVEMENT 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO n �\ CP FOR ISOLATED GROUND POWER TO FOR SECONDARY DT W N 2" AX PRESELL BOARDS AND MEDIA PLAYER. LANE w 0 1 1/2" PVC SLEEVE FOR VEHICLE o: ao DETECTOR LOOP UJ U W h W r SIGN NOTES: BEA#220492 DETECTOR LOOP DETAILS SECTION DT LOW VOLTAGE CONDUIT DIAGRAM DRIVE THRU POWER DIAGRAM 1. SIGNS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR TO COORDINATE C D NOT TO SCALE A -C.O.D. DETECTOR LOOP NOT TO SCALE NOT TO SCALE w J WITH ACM AND SIGN VENDOR PACKAGE PRIOR TO ORDERING SITE SIGNAGE. _ 2. REFER TO SC-1.2 & SC-1.4 FOR SITE FOUNDATIONS. SITE DETAILS 1 d d d m 5' X 5' CLEAR, 2.00% MAXIMUM 5' X 5' CLEAR, 2.00% MAXIMUM SLOPE ACCESSIBLE LANDING SLOPE ACCESSIBLE LANDING OUTSIDE ALL DOORS AND OUTSIDE ALL DOORS AND TURNING AREAS. TURNING AREAS. . .d a b •.ba .d °e e'.. °.bgG ;o. 4 d aba ° •a (4 p w A' Qa eAbb a• w b,' . U) Q•. . p b N E O a Q b C O V 4 5'-0" (MAX) 5'-0" (MAX) o Ofn U) CONTRACTION CONTRACTION U o ' EXPANSION JOINT JOINT J" EXPANSION JOINT JOINT Q PLAN PLAN SUBGRADE COMPACTED TO 98% 4" CONC. SLAB ON GRADE - BROOM SUBGRADE COMPACTED TO 98% MCDONALD'S APPROVED STANDARD PROCTOR MAXIMUM FINISH EXPANSION JOINTS @ 20'-0" STANDARD PROCTOR MAXIMUM ALTERNATE TILE SURFACE DRY DENSITY (ASTMD 698) REFER O.C. CONTROL JOINTS @ 5'-0" O.C. DRY DENSITY (ASTMD 698) REFER TO SOILS REPORT IF AVAILABLE. TO SOILS REPORT IF AVAILABLE. ° ° IIIIIIIIIIIIIIIIIIIIIIIIII—III d IIIIIIIIIIIIIIIIIIIII1 11 1 11 11 111.. -_ ` ° d' ° ? ° __ a M N CO N N N 1�11�11�11�11�11�11�11�11�11�11�11�1 '. _ N N N F IIIIIIIIIIIIIIIIIIIIIIII p, a _= a b r� rn N Q III=III=III=III=III=III=III=III=III=III=III=III= _ =III III III III=III 1 1 11= O O o _ SECTION A -A SECTION B B SECTION AA SECTION B-B N o � 0 r- r 0 CONTROLJOINT CONTROLJOINT W N o of CONCRETE SIDEWALK DETAIL PREPARED BY: NITS ALTERNATE MCDONALUS CONCRETE SIDEWALK DETAIL NTS CONCRETE PER g SOILS REPORT ° KEYED JOINT BRITT PETERS p a. .. dp ° A N D e ASSOCIATES OR MPER 3,-Ou" TYP Z-13" N C. consulting engineers TYP. STONE BASE SOILS 101 Falls Park Drive REPORT PAINT YELLOW Suite 601 CONSTRUCTION JOINT Greenville, SC 29601 69 q V FACE OF BUILDING. Z" 0 N 999 Waterside Drive 999 Waterside FOUNDATION WALL EO o 1'R Suite 2202 WHERE OCCURS EXPANDABLE FILLER Norfolk, VA 23610 PAINT YELLOW STRIPE (575) 965-5710 5'R 10' LONG X 8" WIDE 0 U o PAINT YELLOW www.brittpeters.com d p 4 p 60 1'_011 4' 0„ 1'-0" NOTE: MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL TYP. :,F o v TYP. SPECIFICATION: TT-P-1952D). 0 c N CONCRETE PER STONE BASE PER SOILS McDONALUS "THANK YOU° TRAFFIC ARROW TURN ARROW d `—r- a� ° Q.$ SOILS REPORT REPORT DRIVE THRU TYP. TYP. o J p y-, ° no EXPANSION JOINT ARROW DETAILS NTS 0 y° 6 y m °c o 3 3 E'oo 1 'R (TYP) NTS Q c N a c u a c L E��o O- NOTES: c o+ $ ' .a 1. WHITE PAINT. MINIMUM FLOW RATE OF 100 SF PER U � o o u o o ° � o GALLON PAINT FEDERAL SPECIFICATION: TT-P-1952D) . 2. 45' - 52' SPACING. �' v o 3 z E c STONE BASE PER SOILS 3. DO NOT REPLACE DRIVE-THRU ARROWS. N o co y t w REPORT C U L N U N ME O J G p 0 EDGE DIRECTIONAL ARROWS DETAIL ° N o �w CONCRETEAB SLAB DETAIL 0.2 IUD, cc C NTS C y y `�°- o V.2 c NTS Q V O V W v °Lay TE p y O O PROVIDE 1" PVC WEEP HOLES Q 10' �♦ V p o Q V GRADES/DRAINAGE TOWA DS BACKK OF CURB (GRAVEL Ix 3 wc ° t'° aO a `o BEDDING BEHIND CURB) 24" o ❑ v o ° 0. U 41 C 6 1}"R W a 00= 210 ASPHALT t` a•3 °c .L. m .L. =III —III —I —I a > W a m w N III„III— iv a PROPOSED OR io a it EXISTING INLET 2"X2"X36" WOODEN W ❑n o STAKES PLACED 10' O.C. W Q III —III —III— ❑ o a o i I-1 I—III=1 I -I I PAINT YELLOW PAINT YELLOW TEMPORARY INSERT ¢ o 3000 PSI CONIC. AREA TO BE 28 DAYS BASE PROTECTED UNPAINTED UNPAINTED 2"X2"X36" WOODEN CATCH CURB & GUTTER ASPHALT ASPHALT ® STAKES PLACED 10' O.C. rn N PROVIDE 1" PVC WEEP HOLES @ 10' WATER FLOW O.C. WHERE GRADES/DRAINAGE IS WORK AREA > TOWARDS BACK OF CURB (GRAVEL 71 n T ( /� AREA TO BE PROTECTED LU BEDDING BEHIND CURB) 24" PAINT YELLOW /K1 V SPACED 45'- 52'APART I�—III—III—III—I III —III —III —III —III —III- NOTES: WORK AREA I1=III=1 I=1 I—III=1 I=1 6 1}" R -III=III—III—III -III—III—III—I I —III —I I I I„I I I I-1 cv 0 �HR �-- BE BEFORTHE E THE ARROW AND 1. INSERT INLET PROTECTION SHALL BE USED WHEN THE —III—III—III—III (n - •=1 =__ _ _ ASPHALT —III—I I —I ON EVERY 3RD OR 4TH ARROW SURROUNDING AREA IS STONED OR PAVED. Q ,1 a —� —I 2. INSERTS SHALL BE INSPECTED EVERY 7 CALENDAR DAYS Q x Jill l AND MAINTAINED PER THE MANUFACTURER'S PLAN SECTION ~ LLJ 0 RECOMMENDATIONS. McDONALD'S "DRIVE-THRU" 3. INSERTS SHALL BE ACF ENVIRONMENTAL SILT SACK HIGH NOTES: W z FLOW OR AN APPROVED ALTERNATE. 'III —III —III— I - li iIITI�I=1�1=' DIRECTIONAL ARROW 1. INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO EXPOSING SUBGRADE. ~ to N a W > 3000 PSI CONIC.—"' TEMPORARY INLET INSERT 2. ROUTINE INSPECTIONS SHALL BE MADE WITHIN 24 HRS OF A RUNOFF EVENT. 28 DAYS BASE NTS 3. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS REACHED 1/2 THE EFFECTIVE HEIGHT. Q o PROTECTION 4. THE SEDIMENT TUBE SHALL BE REPAIRED OR REPLACED IF IT IS DAMAGED. SPILL CURB &GUTTER 5. SEDIMENT TUBES SHALL BE FILTREXX FILTER SOXX OR AN APPROVED ALTERNATE. a,y00 $;9 N N NOTES: 1. SCORE CURB / VALLEY GUTTER AT 15' O.C. NITS a�qr� LAI:PH 0 � g` SEDIMENT TUBE o : 2. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C. ♦ %, ❑ $ 3. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. NITS ' O ��J F w w (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) ♦ BREI' UNDLRWOOD y 4 P7 ❑ $ 4. FINISH ALL CONCRETE WITH CURING COMPOUND. • .> ♦ Lic. No. 050678 BPA#220492 Z-" STANDARD 0 r 02/07/23 :? `�� a" u ° � S D 12 CURB AND GUTTER a tc. ��ena/nNALf — .' m�a� NTS �BdOG� SITE DETAILS NOTES: GENERAL NOTES -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES AXIAL LOAD -- 960 LBS -SHEAR - 925 LBS -MOMENT- 5800 LB -FT -CODES USED TO CALCULATE DESIGN LOADS MAXIMUMS AT POLE BASE -F1554 GRADE 36 ANCHOR BOLTS VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2018 -WASHERS A36 ASCE 7-16 318-14 1/2 HEIGHT LOCK NUT (GALVANIZED) ACI AISC 360-160-10 & 341-10 AWS D1.1 HEAVY HEX NUT (GALVANIZED) WIND SPEED - 110 MPH w -EXPOSURE B w c U GALVANIZED WASHERS E W 36" (SUPPLIED BY MFR.) -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN E o € Q MATTER BEFORE PLACING CONCRETE o U d p DIA. HEAVY HEX LEVELING -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT T m 4HOL " NUT (GALVANIZED) I I (x2) -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. o N _U S. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE U ^2 3/4"0, GRADE 55, HOT DIPPED DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT a GALVANIZED ANCHOR ROD ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS SLOPE TOP TO I (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) SHED WATER I I 2"x2"x1/4" PLATE -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND SLOTTEELECTRICAL REQUIREMENTS. a LOPE TOP TO SHED WATER *4 CONCRETE: ih ANCHOR BOLT PATTERN -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL FINISHED _ d AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM LANDSCAPED M M N d = j�� NTS DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS 0 0 0 W GRADE .I I I I I I T _I NOTED OTHERWISE. N N N F ICI I I °III I — m -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL N o C O 11- JURISDICTION. o 0 0 TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. N O W III -MINIMUM CONCRETE STRENGTH (Pc) SHOULD CONFORM WITH MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A PREPARED BY: ° -USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST -IN -PLACE III ° d 3" MIN. COVER CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST -IN -PLACE dT.CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A ELECTRICAL CONDUITS FED -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS I THROUGH HOLE IN BASE PLATE CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A u -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST -IN -PLACE o CONCRETE SPECIFICATIONS SECTION 3.14 N ¢ SLOPE TOP TO -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED ° #3 TIES 12'1 (3 IN U SHED WATER STEEL / REINFORCEMENT. d d TOP 5") SUPPLIED BY -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS ° Q& GENERAL CONTRACTOR CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. BR I TT PETERS PERFORMED BY GENERAL CONTRACTOR. A N D a -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF ASSOCIAT ES d STANDARD PRACTICE d d -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER N C. ° (12)#6 VERTICALS " MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. consulting engineers SUPPLIED BY ° d GENERAL STEEL: 101 Falls Park Drive d CONTRACTOR Suite 601 STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B Greenville, SC 29601 (Fy = 35ksi) (864) 271-8869 36" DIA. -HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) CONNECTION DETAILS -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B 999 Waterside Drive FOUNDATION (Fy = 46ksi) Suite 2202 NTS NTS -CONNECTION BOLTS A325 Norfolk, VA 23610 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: (575) 965-5710 ASTM DBL WELCOME POINT GATEWAY FOUNDATION REINFO6 -REINFORCEMENT: ASTM A615 GRADE 60 -BY GENERAL CONTRACTOR www.brittpeters.com NTS -NUTS: A563DH OR A194-21H -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS NOTES: -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN s ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER p -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES (#, #') -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT r' o v � _oo `o_ -AXIAL-1300 LBS 1/2 HEIGHT LOCK NUT (GALVANIZED) ENGINEER'S APPROVAL. V ° a a `p a .5 55'oo. -SHEAR - 830 LBS (120 MPH EXPOSURE B) -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE J o d a L o 'p -MOMENT- S AT LB-FTPOLE BA •SHEAR) -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN D_ `o m -Op -' a" USE MAXIMUMS AT POLE BASE HEAVY HEX NUT (GALVANIZED) ENAMEL PAINT TO INHIBIT CORROSION. c °' o ""� ` -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH (Pc). -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. GALVANIZED WASHERS -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND w -FOUNDATION IS DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS °'N' y 6 — -ALL REINFORCING STEEL BY GENERAL CONTRACTOR. (SUPPLIED BY MFR.) PERFORMED IN ACCORDANCE WITH AWS D1.1. a ° ° y � v m o 3_0, m d E,_ p o'o -USE F1554 GRADE 36 BOLTS MINIMUM. � p o o, n -WASHERSA36 FOUNDATION HEAVY HEX LEVELING C o °'--• ° ` -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR = u c % p ° 0 NUT (GALVANIZED) I I o0 - s ADDITIONAL INFORMATION. u c ` ° c o 0 o O o 11 I I CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND t o a> o c u . ° y a p METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. -o o ?'m E o c 1 O, GRADE 36, HOT -DIPPED -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS b ° o ° o o , 0 GALVANIZED ANCHOR ROD I I -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER o J o `V • J - ° O a c w a U y 0 _ •V D Y N p` C w L m 2"x2"x1/4" PLATE 0 y N N w SLOPE TOP TO ll v o say SHED WATER ,+ o oo0D20DO Al ■ CV ° SLOPE TOP TO SHED WATER C c ° `o 0 O 3 ` 3 F O U d w v 3 o 0 c W = K N N p tpn a) 6" DIAM. METAL a. w d. a a 0 o a Z o O O L a L POST FILLED SOLID � TOP OF CURB o a W/CONCRETE ELEVATION III I I W ANCHOR BOLT PATTERN II III II w 111 � NTS m d d m w U N a w a o w a � III a d NOTES: H I -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 3"MINCOVER ACCUMULATE. . LU 4 d -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN H ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER O d111d -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE > JL w _> z ELECTRICAL CONDUITS FED J O v THROUGH HOLE IN BASE PLATE Q LL O II=1II III=1I I I LU III1: `` 1I I C a (12) 7'-10" #6 ` SLOPE TOP TO � U J � —III I VERTICALS SUPPLIED SHED WATER Q 0 d BY GENERAL M CONTRACTOR C)N o #3 TIES @ 12"OC (3 IN 3000 PSI Q° D z TOP 5") SUPPLIED BY • ` 0 0 8' o' CONCRETE COVER d 4 GENERAL CONTRACTOR ... /^ ° d' e w a rqa\ LNOO$ C9Sr� VJ Z N N °a" CONNECTION DETAILS o� a g 'U 36" DIA. //BREI' UNDERWOOD 4 c g L V-6" DIAM. V z NTS W !Y r w m ♦ Lic. No. 050678 v BPA#220492 GUARD POST DETAILS SLIM SPRINGBOARD CANOPY FOUNDATION :`0 02,07/23 .\gib' SC-1.1 �� SS/O F.<'C' f NTS NTS m0064404to STRUCTURAL DETAILS? ih 00 60.9" 57.9" i� U) i� N (V ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15 AMP SECOND CIRCUIT: 120/1/60, 10 AMP SHIP WEIGHT: MEDIA PLAYER: 1,200 LBS. STRATACACHE GENERAL NOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT A36 -THE FOLLOWING CODES WERE USED IN DESIGN: ACCUMULATE -REINFORCEMENT: ASTM A615 GRADE 60- BY GENERAL CONTRACTOR -REFER TO GENERAL NOTES ON SC-1.2 -MINIMUM CONCRETE STRENGTH (F'C=3,000 PSI) SHALL CONFORM WITH -NUTS: ASTM A563A, HEAVY HEX -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES MCDONALD'S CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION -WASHERS: ASTM F844 A36 -AXIAL- 1200 LBS 2.13-A -USE ASTM At 53 CLASS C OT DIPPED GALVANIZED BOLTS AND -SHEAR - 715 LBS -USE OF ADMIXTURES SHALL CONFORM TO MCDONALD'S CAST -IN -PLACE FASTENERS. -MOMENT- 2,744 LB -FT CONCRETE SPECIFICATION SECTION 2.6 -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN -AIR ENTERTAINMENT SHALL CONFORM WITH MCDONALD'S ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER MATTER BEFORE PLACING CONCRETE CAST -IN -PLACE CONCRETE SPECIFICATIONS 2.6-A AND 2.13-A -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 PSF/FT -WATER CONTENT RATIO SHALL CONFORM TO MCDONALD'S ENGINEER'S APPROVAL (X2) CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER, -FOUNDATION CONCRETE TO BE TESTED PER MCDONALD'S -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 3.14 ENAMEL PAINT TO INHIBIT CORROSION BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING IN TO -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED -ANY FIELD WIELDING SHALL FIRST BE VERIFIED BY ENGINEER AND ACCOUNT STEEL. PERFORMED IN ACCORDANCE WITH AWS D1.1 ACTUAL SITE SOIL CONDITIONS -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALD'S -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5 ADDITIONAL INFORMATION (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) PERFORMED BY GENERAL CONTRACTOR -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND -ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF ELECTRICAL REQUIREMENTS STANDARD PRACTICE CONCRETE: -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL MCDONALD'S CAST -IN -PLACE CONCRETE SPECIFICATION SECTION 3.11-E AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM STEEL: DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy=35 KSI) NOTED OTHERWISE -HSS ROUND SECTION: ASTM A500 GRADE B (Fy= 42 KSI) -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy= 46 KSI) JURISDICTION -HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUT TACK WELDED PRIOR TO GALVANIZATION. -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15AMP SECOND CIRCUIT: 120/1/60, 10 AMP SHIP WEIGHT: MEDIA PLAYER: 350 LBS. STRATACACHE NOTES: • PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. • MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (X2) • ALL REINFORCING STEEL BY GENERAL CONTRACTOR. FOUNDATION DIGITAL MENU BOARD FOUNDATION DETAILS GENERAL NOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT A36 -THE FOLLOWING CODES WERE USED IN DESIGN: ACCUMULATE -REINFORCEMENT: ASTM A615 GRADE 60- BY GENERAL CONTRACTOR -REFER TO GENERAL NOTES ON SC-1.2 -MINIMUM CONCRETE STRENGTH (F'C=3,000 PSI) SHALL CONFORM WITH -NUTS: ASTM A563A, HEAVY HEX -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES MCDONALD'S CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION -WASHERS: ASTM F844 A36 -AXIAL- 350 LBS 2.13-A -USE ASTM At 53 CLASS C OT DIPPED GALVANIZED BOLTS AND -SHEAR - 375 LBS -USE OF ADMIXTURES SHALL CONFORM TO MCDONALD'S CAST -IN -PLACE FASTENERS. -MOMENT- 1,440 LB -FT CONCRETE SPECIFICATION SECTION 2.6 -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN -AIR ENTERTAINMENT SHALL CONFORM WITH MCDONALD'S ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER MATTER BEFORE PLACING CONCRETE CAST -IN -PLACE CONCRETE SPECIFICATIONS 2.6-A AND 2.13-A -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 PSF/FT -WATER CONTENT RATIO SHALL CONFORM TO MCDONALD'S ENGINEER'S APPROVAL (X2) CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER, -FOUNDATION CONCRETE TO BE TESTED PER MCDONALD'S -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 3.14 ENAMEL PAINT TO INHIBIT CORROSION BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING IN TO -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED -ANY FIELD WIELDING SHALL FIRST BE VERIFIED BY ENGINEER AND ACCOUNT STEEL. PERFORMED IN ACCORDANCE WITH AWS D1.1 ACTUAL SITE SOIL CONDITIONS -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALD'S -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5 ADDITIONAL INFORMATION (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) PERFORMED BY GENERAL CONTRACTOR -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND -ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF ELECTRICAL REQUIREMENTS STANDARD PRACTICE CONCRETE: -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL MCDONALD'S CAST -IN -PLACE CONCRETE SPECIFICATION SECTION 3.11-E AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM STEEL: DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy=35 KSI) NOTED OTHERWISE -HSS ROUND SECTION: ASTM A500 GRADE B (Fy= 42 KSI) -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy= 46 KSI) JURISDICTION -HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM F1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUT TACK WELDED PRIOR TO GALVANIZATION. -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM TOP TO SHED WATER =D GRADE :BED SOIL \. ANCHOR RODS STEEL PLATE ES, 101, C/C P 5 INCHES) =D BY GENERAL \CTOR). NOTES: • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE • ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER ?S (TYP.) �� PLATE ANCHOR BOLT PATTERN NTS NOTES: • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE 4RS • ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ACED) SUPPLIED ASSEMBLY FROM THE ENCLOSURE MANUFACTURER ERAL CONTRACTOR. • DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE ETE FOUNDATION NOTES: • PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. • MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (X2) • ALL REINFORCING STEEL BY GENERAL CONTRACTOR. FOUNDATION DIGITAL PRE BROWSE FOUNDATION DETAILS TOP TO SHED WATER =D GRADE :BED SOIL \. ANCHOR RODS STEEL PLATE ES, 101, C/C P 5 INCHES) =D BY GENERAL \CTOR). 0 CONNECTION DETAILS NTS NOTES: • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE • ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER ANCHOR BOLT PATTERN NTS NOTES: • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE 4RS • ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ACED) SUPPLIED ASSEMBLY FROM THE ENCLOSURE MANUFACTURER ERAL CONTRACTOR. • DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE ETE FOUNDATION HEAVY A"HEX TOP NUT (GALVANIZED), 2 PLS 2"X2"X4' PLATES (GALVANIZED), 2 PLS HEAVY HEX LEVELING NUT (GALVANIZED) 4" HOT DIPPED GALVANIZED ANCHOR RODS 2"X2"X4' PLATE HEADED ROD ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE 4" NUTS T HDG (2 PLS) ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE t' NUTS HDG (2 PLS) 4" FLAT WASHER HDG 4" FLAT WASHER HDG NUT HDG CONNECTION DETAILS 2"X2"XQ' PLATE 2"X2"XQ„ LEVELING PLATE 4" NUT HDG HEAVY 4"HEX TOP NUT (GALVANIZED), 2 PLS J' WASHERS (GALVANIZED), 2 PLS HEAVY HEX LEVELING NUT (GALVANIZED) T' HOT DIPPED GALVANIZED ANCHOR RODS 2"X2"XT' PLATE HEADED ROD a- a- a- m N w d U E o E U d p U d T d p of w U) U of w w a p ....©mmil BRITT PETERS A N D ASSOCIATES I N C. consulting engineers 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 999 Waterside Drive Suite 2202 Norfolk, VA 23610 (575)965-5710 www.briftpeters.com .Lo.. p -o ` U p N U 0 p2o vr,c v o :r,0� N C o_ap �-5 J o aa>2op 0 � o N — V ✓ o U U C N 'Q^ L V/ p O C d U mF �p C p p *+ p C` 3 p V C— p C L C — o — L O p L N o C N .. Cc+%a'a O U EO y C0 C C, N p N, N L W C U L 2 p N O G 0 J~ O p i a U a D O N p p w O- U ✓ N C C N C N N y U C ow._ V O U W C pL o y TE o 0 + w o p V p O V V n h �U C N O w 0 U L...w p+p_ O LL 0 O2 0 o c� ` ` 0 3 00 C K 0 N N p w N U OV a o, m Z m �O Oc a w 0 w 0 On N Q a > 0000 a�$Y90� �Or L �T11Or .0 BREI UNDLRIVOOD y 4 ♦ Lic. No. 050678 v A V' O . r 02/07/23 ., Iwo :ps, , C�� bu w sqia0B0000m S70NALft'74 N U) J_ Q w 0 J Q D C rn D o U) N O a U D SPA # 220492 SC-1.2 STRUCTURAL DETAILS 2