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HomeMy WebLinkAboutSDP202200064 Plan - Approved Minor Amendment 2023-03-30I' • I' / lll�� SITE INFORMATION CIVIL ENGINEER BRITT, PETERS & ASSOCIATES, INC, 101 FALLS PARK DRIVE STE. 601 GREENVILLE, SC 29601 864.271.8869 LAND USE/PLANNING - ZONING C1 - COMMERCIAL W/ ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT RIVANNA DISTRICT FH FLOOD HAZARD OVERLAY DISTRICT PRESERVED STEEP SLOPES OVERLAY DISTRICT - 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) - ELID 800-00-00-004A0 - BUILDING AREA 4,672 SF CONTACT INFORMATION /2\ 0 �4 Know what's below. Call before you dig. Ir 1 1,SVILLE VA 22911 NTH SITE CODE: 045-0404 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 LD'S USA, c I 10 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. jnc(AMJM�M"k SUbmittal Type Reviewed and Approved by the ComrnL nity Development Department Date . l(' _-2 , CEO 6�-{ Sig r ture . DRAWING INDEX NN w N Q:�o ® 7—N W o ON w cl�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 SITE/LANDSCAPE 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 I SC-1.2 STRUCTURAL DETAILS 2 REVISIONS 49.79 49.32 �o 49.02 48.57 49.44 49.89 49.41 49.95 �0 49.46 o�� �b O`O to. NAIL/DISK N=134,057.41 E-21012,721.95 Z=45.90 C.D.I RIM=45.67 INS/=37.17+/- 5Y5TEM CHARGED AND FULL OF WATER UNABLE TO PULL IN VERTS �o 49.47 � 49.63 49.23 ,; NoR�CN PPeR�� �D o v 46.70 �o. 1p �� TC FL 50.36 50.10 o = 6 BOLLARD 49.92 49.63 [1--0 = LIGHT POLE THE BUILDING SHOWN ON THIS SURVEY APPEARS TO BE LOCATED IN FLOOD ZONE 'XI AS SHOWN ON FLOOD MAP, FEMA COMMUNITY PANEL f5100JC-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 THA T.• THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF ROB D MGIOLILLO FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JUL Y 9, 2022 AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPA TIAL DATA INCLUDING METADA TA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 49.98 49.44 �o. 10 o�0 r. �6`1 d' �499�49.77 48.58 49.47 49.27 49.08 15' 0' 7.5' 15' 30' SCALE IN FEET 1"=15' 49.36 49.11 48.90 48.61 NAIL/DISK N=133,980.21 E=2'012,906.76 P055IBLY 12" LINE Z=48.75 UNABLE TO MEASURE 48.79 48.31 CONCRETE FLUME 47.16 �10 o LEWITED TOPO OF 48.22 #1294 5 TONY POIN T ROA D 47.75 MCDONALDS RESTAURANT CHARLOTTESVILLE, VIRGINIA SCALE 1 "=15' JUL Y 15, 2022 R. L. 014LLe WA Y 4908 FENNELL LANE SUFFOLK, VIRGINIA 23435 PH: (757) 394-1995 www.rlgallowaysurveying.com cj,S Z) S/� C/)t 6 Z H BRITf PETERS — r n o — ASSOCIATES i N c. — 1 `IVE S I: G I i1 EI.S {)A' 800 t' ""0058C. 32WINF-IING RdAve-cz LAND i � l � I L 8 g' r a F 0 1; 72 RI C I - Know what's below. Call before you dig. ZES CAPITAL 00I=2,POR-11- 0N NO ADDRESSASSIGNEE.D� RIAVV A; 6 SYSTE- l 0HARCED ANb FULL OF WATER UNABLE TO PULL INVERT / Y { Y -1' •.Y 4 rcl r ^�-...,w "-,�y,�� ,^..�,,,,.,�,,.,,� � �'� a y� �,f fd •,fib � �.�•�..� 1 PANTOPS GAS AND FC' LIMITED CO ,+IPANY PARC=EL# 07800e=•00- 0.-01 1192 RICI•-INIOND ROP APPROXIMATE LOCATION OF 20' SEWER LINE EASEMENT (DEED BOOK 4.23 PAGE 296, NOV 21 1966) PARC E_' L# 0 7800-00-00-0058G3 315 VNIINDING RIVER LANE Z 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 STATEWDE 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. / 9 PS t' � r � � I CON(lPETE r FLUME =,,,-z NORM} ZW' i MAPLE . j APPROXIMATE LOCATION OF 125 ELECTRICAL EASEMENT (DEED BOOK 344 PAGE 323 NOV 20 1958) / o / APPROXIMATE LOCATION OF 1A_ / 10' WATER LINE EASEMENT (DEED BOOK 1138 PAGE 326 JAN 31 1991) f 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. O1 REMOVE AND RELOCATE EXISTING PRE BROWSE BOARD AND FOUNDATION. STORE EXISTING PRE -BROWSE BOARD ON SITE FOR FUTURE REINSTALLATION. O2 REMOVE AND RELOCATE EXISTING MENU BOARD AND FOUNDATION. STORE EXISTING MENU BOARD ON SITE FOR FUTURE REINSTALLATION. O3 REMOVE AND RELOCATE EXISTING COD AND FOUNDATION. STORE EXISTING COD ON SITE FOR FUTURE REINSTALLATION. O4 REMOVE EXISTING GATEWAY AND FOUNDATION. O5 REMOVE EXISTING BOLLARD. O6 GRIND OUT EXISTING PARKING LOT STRIPING AND DRIVE THRU OUTSIDE LINE AS SHOWN O7 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 TEMPORARY INLET PROTECTION REFER TO SD-1.2 20' 0 10' 20' 40' 60' SCALE: 1 INCH = 20 FT LD U EE Uj E Q E U p a- U L — p a N CU o T U) U Q N N N p p p W o O N p N T- f O p fO PREPARED BY: e low 0 0 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.brittpeters.com a) a-+ O U N ° 2 o N , .L Q fl- ° U •� U � ���� ° 0 0 O V U O L 3 •0 ° Q ° OU E ` � O O L_ :3 O •— ° a 0 O 0.— 4-1° q OU ° N t cc 0 s ° o ° O E U ° o -� x J ~ o L J - ° O O ° v- ® U O U N ° U C: N U Vl Cl N y U +-+ O O O V CN ° Q (n L �, L -}-� OODWDO'D N U ° 0_ (n L O V p� Q � Q 4-1 0 U Q p L- C— p° L ° 0 4-)0 � N ? -0 (1)0 N U OD 0 U U U W (D- (D a) o= Q Q� C- o 0- 3 4- s✓ 4-1 cn 4- a_ w Q m W N m Q W W U (� N W < W N Uj 0 Uj 0 O U) 11 Al a '�� �r'► ��' ''fir/( 10 U ER.L-•T UN D D W < J z I�NA 1, w r N N W Z J O U) W Oz o CK CK w �S .J o Z � I— z Z 0 Jo W} O c) o 0 c~n W� 0 U) N r z 0 a_ C U o U) W � W i i 0 f- Cn ut o BPA # 220492 C-2.0 DEMOLITION & EROSION CONTROL PLAN H KEYNOTES. 1� MATCH EXISTING PAVEMENT ELEVATIONS 10 RE -INSTALL EXISTING OUTDOOR DIGITAL MENU BOARD (PER DETAIL 16 INSTALL ELECTRICAL JUNCTION BOX AND REROUTE CONDUIT TO SHEET SC-1.2): FOOTING AND ELECTRICITY BY GENERAL CONTRACTOR, PROPOSED DRIVE THRU EQUIPMENT. p:1 �2 INSTALL DELIVERY RAMP (1:12 MAX SLOPE) SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION MANAGER CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL UTILITY BRIn PETERS 3 PAINT DIRECTIONAL ARROWS PER DETAIL SHEET SD-1.2. LATERALS AND REROUTE AS NECESSARY FOR INSTALLATION OF THE ASSOC"I ATE - " _ - 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 18 STABILIZE ALL NON HARD SURFACES WITH HARDWOOD MULCH OR CONSTRUCTION MANAGER VEGETATION TO MATCH EXISTING. �5 PAINT 6" WIDE YELLOW STRIPE ON ASPHALT ALONG EDGE OF CONCRETE FOR DRIVE-THRU LANE. RE -INSTALL EXISTING CORE 16 CHARCOAL PANELED SLIM SPRINGBOARD CANOPY (PER DETAIL SHEET SD-1.1 & SC-1.1): FOOTING AND ELECTRICITY 6 6" YELLOW PAINTED STRIPE FOR "MERGE POINT" (TYP.) BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION 7� PAINT "THANK YOU" PER DETAIL SHEET SD-1.2. MANAGER (J8 DRIVE-THRU ARROW PAVEMENT MARKING (125 MILS THERMOPLASTIC) 13 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 N 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 14 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 10 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 Q INSTALL GUARD POST. REFER TO SC-1.1 R I aid j � R S EDGE t...dE i ........, �..a f " P3� �p`j EVE � ,A1-- _>.y�.+.:F :1 f Y` f7 �$ �,Y-.��ukd ti,-e•£9 .V.s'.J... C]w$ 3 ..1'0,6 �J �1 �i i"6R •y .a•3 ro 7 S ' '"_ -N y+.� "v ? a ?t is.^. `..y , A „j y ; }pr 3253 >I APPROXIMATE ��.am� L�:���.��.I., I�: �I Ur \ } Fy_ .I 00 YEA FI_.00 I:. P ILAIN ~ ,° Sg �,V! 1,_. C O 1- 3 1.. 2 R....1) Know what's below. Call before you dig. N Kmi PARCEI N O 3 Gy '•�j a E % v' '� \t,.J' 1� Y.L.✓ W : \\ E�� �.Q3 3� '24,VJ 9._3 3 � � � � �v... D 2 rA II 1 gF`f l a�x'• oaf �'J,� I'� �} 0' �y t4. 33� Ea3"Tt •1 i^af'r 1-;"JLL OF WA'r Ek, ;�'U9 IABLE O tfw� �=f� �=Fv'.i {�v�``� Y••,`•""" �+.M h.....^' v`v...w.�j ,....+.'y, ,^„�.... .'..�� \\S` :w t� sip •i t� . �` \ �` � .. I ST-BrUCK BsIE'rE p vI a,.. .« OF L°.,,+URi \E. OWN LL '..i P3 RC E-1-9 07. 00,0101-0-0058G3 . 3.15 VVINDING RIVER LAN IFF. tie.vvy4y". w C ~ 3 4~� v.: y Fey I 4'�3J� flj � r APPROXIMATE LOCATION OF 10' WATER LINE EASEMENT \ - J, .. (DEED BOOK 1138 PAGE 326 JAN 31 1991) .� PANT,r' DS GAAND F0 s� , 'a �� � : 1 1. 0780 0 1 92 C H M 0I\.1D IRS �k o (,ONCIPETE FLUME N Q F 61,60' fj 7 M IPLE O r`APPROXIMATE LOCATION OF 125' ELECTRICAL EASEMENT (DEED BOOK 344 PAGE 323 NOV 20 1958) 2 APPROXIMATE LOCATION OF 20' SEWER LINE EASEMENT (DEED BOCK 42.E PAGE 296, NOV 21 1 966) 7 GENERAL SITE N 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. u, 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE E w INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE E - UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. E v d p U �- � o � 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO � VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION O � U) FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY U C 75 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. co co N NCD CD q N 6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR N Q OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. o o N p N � f 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM O O O CLEAN AT ALL TIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF N t- 0w 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 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 -- �� Qr� TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND A S S O C I ATE S Q �, 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 3 / / ZONE "X" AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL NUMBER 51003CO287D, WITH AN EFFECTIVE Suite 601 DATE OF 02I04/2005, Greenville, SC 29601 (864) 271-8869 12. PARCEL 1D: 07800-00-00-004A0 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.brittpeters.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 O °' �' ° U a +t O THE SURFACES FROM SPALLING AND DAMAGE FROM CHEMICAL ATTACK OF CHLORIDE SALTS. SEALS a � la:), o (D0 ',_ SHOULD BE SILANE/SILOXANE WATER REPELLANT. RECOMMENDATIONS INCLUDE �.,, ° ° L° U 4 WI PROSOCO-SALTGUARD OR V-SEAL 102 NTERGUARD. O - IO � � -U ° J Q.,U PARKING REQUIREMENTS: REQUIRED PARKING: 21 SPACES EX NG PARKI 5 P CES PROPOSED PARKING: PROPOSED PARKING: 36 SPACES 36 SPACES '2 2 CURB & GUTTER REFER TO SD-1.2 ELECTRIC CONCRETE PAVEMENT REFER TO SD-1.2 CONCRETE SIDEWALK REFER TO SD-1.2 iV'1C%ilAIf-\ 0 H P NOTE: CONDITIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION FROM PLANS DATED 09/11/1992 BY MICHAEL BAKER JR, INC. IF THERE ARE ANY SIGNIFICANT DIFFERENCES ON SITE THAT THESE PLANS DO NOT REFLECT, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD BEFORE PROCEEDING TO CONSTRUCTION. 20' 0 10' 20' 40 60' SCALE: 1 INCH = 20 FT Q O O U O L •2o ° In -0 o r M oO 3 +' O O '` ° U 00 4- a ° O (n E U ° U 0 ° O O W O U c- U� O J O ° ~ (n O to ° C co U O q) O ��(n40 U Q In L L i � 4} ° O (n = O N U � U O V] ° � Q 3 PLC: 4-U O LL. ° 3 O- ° O a W 1 cn O O Q N O O D U W Q° � > W ° oo�(D a W Q m W N z 0 W � U U N ' W W N 0/ � Q VJ . TA All '9 .0 a S/II I'- WE 18) W ' .f� c� , AV 'j O W r N N W J z J_ W o 0- Q _� U U U) Q 0 z z .,� W U r o 0 Q U) r� U) - N z O U W LLI 0 "I W o i- 55 o BPA # 220492 C-3.0 SITE/LANDSCAPE PLAN H BRI17 PETERS A N D ASSOCIATES - I N c. - J T !2 j R� N "JI 'i Know what's below, Call before you dig, 18, NE R201 15' R30' 0 R20' kt 40 _J 20' CO R1. 81 MO R1. ­zz R311 R42' m C "'V/ &0 R20' C) R p n L 6 A ? U 5' rc c R j C)"A $ 2 f �_j Be Be ull� Be Be m DRIVE THRU DIMENSION PLAN SCALE 1:10 Ry by o 6, E5 A 5 0 0 f-A 9 4 M N 4 , kl­, 1_1 ti 'may Y FOUNDATION STAKING PLAN SCALE 1:10 PRIMARY LANE MENU BOARD BOLT PATTERN PRIMARY LANE PRE -BROWSE BOLT PATTERN SECONDARY LANE MENU BOARD BOLT PATTERN SECONDARY LANE PRE -BROWSE BOLT PATTERN SCALE 1:2 SCALE 1:2 SCALE 1:2 SCALE 1:2 000l l000 CE OF CURB F CURB6>1 OF 0 C� OF .01 CY) CID Tt .000, C.A f '0 C:) A"! m A "V -Y T; 'p .. . .... .. I, ku"'NiF e­v _fi N� W R, ­mwf -F A"4-ME N'*;` V al I.X �"3'3 ""V _j n�A R R", -p g Qg\\ '\ 31 0. m ARE �'y z q pg " 'm g m .. ........... 41 V AIN, NOTES: 1. ALL THE DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING OR PROPERTY LINE, UNLESS OTHERWISE NOTED. 2. AN ELECTRONIC FILE OF THE LAYOUT IS AVAILABLE FOR STAKING PURPOSES UPON REQUEST. 3. THE DISTANCE BETWEEN THE COD AND THE PRE BROWSE BOARD IS TO BE 15'MEASURED ALONG CURB LINE STARTING FROM PERPENDICULAR OF THE CENTER OF THE COD. 109 0 51 109 20' 30' SCALE: 1 INCH = 10 FT I (14 N C\1 04 p CD p W < O 0 N 0 0 I (D I C:) W W PREPARED BY: vz 'G, All BRITT PETERS A N D A S S 0 C I A T E S 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.brittpeters.com 0 N 0 L Z3 -0 (D '80 SO 4_j 0 -0 0 0 " O C i__ I __ 0-0-0 a) b Q) Q) (j) (T :3 o 2 0 0-0 0--8 _0 -0 L_ (U C: A C: 0 a) 0 2 (n -6 o o 041 0 0 4) E 0- 0_ Cl) LjZ 0 0 C: 0) (a- 0 0. 0 -0 00 C: (D (1) 0 4- L C: -0 -C 0 4+ 0 0 0 C: 0 U) Z' 0 Q) -a C C: 4- 0 5 'Fn E — C C: 0 0 0 04- X !E 0 0 _j 4-- (L) -0 AS -0 0 0 4 cn.2 *Fn 4- -- C: C) :D ­J Q) 0 0- L4 0 6 - 0 0 ­ = C: 0 -0 -C c: -w a cn E L z3 0 0 0 :3 0 C1V)1:2 c!E 0 (f) 0La_-0 q) , — '5) C :t� c 4-1 0 34— C a) . 3 ,-- () 0 LL 0 0 0 0 L_ 0 -0 Cn W (1) 0 Q) Q) 0 Q 0 0 U) 0-0 (o *5 LL 0 L_ 4- (D L_ (L) W 0 0 J— (D = 4-- C 4- (1) 4- W C) >_ co W N< 0 0 W W (1) N < C14 'C14 LL 5; < W x cn W U) 30 2 W z r 0 < 0 0 O F_ z 0 U) LLJ X Z C) 0 < U) LLJ IT op (7) 04 4.1 x 14) z 410 0 F_ 0Q 11" W C) W Lie, _#01 U5 AV r,6. 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EXISTING 1 CONTOURS DRAINAGE FLOW r DIRECTION / SPOT ELEVATIONS 2-1.REFER TO NOTES ` ` ' ,201 PROPOSED 970 971 984.5=FINISHED SURFACE 984.9=TOP OF CURB �— 984.4=BOTTOM OF CURB 10, 0 5' 10, 20' 30' / SCALE: 1 INCH = 10 FT N E E W U E Q C) L U o � c U =3 U) CL Q O 0 0 W N N N Q O O N 0 0 0 N r O w PREPARED BY: 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.brittpeters.com O U O L' �� °_ N ° 0 0 O O O L ° — � Q ° O U Q CT 0 O O O O -° U a p O ° 3 — 0o Q U W �0 W °•�� 0003�°�� o O p U 0 0 O +' cA +r U O Q ° +� co ° U ° N O ° 0 +r x -1- . U O O ! t 2 U F- 0 0 0� 4 J O ° 4- U Q U �F �o V� .0—Fn° N 40 O O ° U C O O Vl a_(n .� 4__ O 4— Q ° 0 0 0-, n- (n L_ E -,Q(n1_ ° 0 O O U ° 0 c3`'-U O LL 0030- o° o w {�, �, M C L N O 0 0 0 D W O D U w IL 0'—� O O� O� m w Q m W N Z 0 w 1 w U � N Q N Iw-- N o C)w 0 c N cV Z J w 2)02 U) �W w v O QJ Z U Q O 06 z !n Z V cn fL Z W Z Q O 0p __0 w IT cy) Z rj O rr� a. 0 1 Lic.. No. 05 .0 i w 1 1 w� BPA # 220492 -N�ONTA I, o , w C-4.0 1:qq 0- 31 GRADING &DRAINAGE PLAN ,51]a TAC, G10 —Single Unil; a- n n 2E 2 2 Everbrite Pull Forward Sign J, ull, "A �k Main display area Depth Total height Including base structure 60.86" 13,8 H Main display area Depth Total height including base structure ;1.8511 13.811 M I ME a, ......... W. 0" 410 i-n' ffoi,�fio . .... . ...... HNIN: Oiol- SPHENAM, Mu 1 01 _1!1 HIN El ��,0 NMIR al g, g� q 2 12NN"', 0N _1111-1,105 "�M_E-dpfff M 2-0 gs y!", -g _01 HIM_ III_ 0 Egwim TEN agi�uig-­ .. . ........ -... -w 'M NNN R _2 __M g� - ­u go-g-- o. gM .0 P, MINA= 1E ME 0 gum, ,z� -gypr, pig rpa OF ."M -0 3 a w rd �gu gop .... r11, 0_1 N 5W ME -EVE K� kk, '0, �w 11 E0 _11A V Everbrite, LLC, 315 Marion Ave,, South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 wwweverbrite.com Everbrite Mobile Ordering Curb Signage J, Auty 'R W OPTION A OPTION B 0 P IN GROUND SIGN IVIOVABLE SIGN POLE PROVIDED ay OTHERS Illumination: N/A r­35.56 cffl FACE OPTIONS Face Details: Pigmented ABS panel �Ws P, to match PIVIS 425C, 15� matte finish yellow and white graphics E Cq L CIA V2 8i R, ,4­0,g 1125APC N N, I- CO CR CM 55.88 crn Everbrite, LLC, 315 Marion Ave,, South Milwaukee, Wl, 53172 P: 888-857-4078 F: 877-430-7363 www.everbritexorri NOTE: THIS SHEET IS FOR REFERENCE ONLY. SIGN COMPANY TO PERMIT SIGNAGE SEPARATELY. SIGN FOUNDATIONS INCLUDED IN THIS SET. NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 2. CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. INSTALL PER MFR. RECOMMENDATIONS. 3. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2'OF LOOP. 4. DETECTOR LOOP MANUFACTURERS: DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOVVINGS COMPANIES OR EQUAL. 3M: 1-800-328-0033 HME: 1-800-848-4468 5. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. 6. DETECTOR LOOP CONSTRUCTION: FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE LOOPED, FORMED, & PIGTAILED AS DETAILED. DETECTOR LOOP DETAILS. NOT TO SCALE CHARCOAL CHARCOAL OUTDOOR DIGITAL PRE BROWSE BOARD. `9 , 15 -.0 Everbrite t`t qD Identity Systems Division Slim bp��nboard (';"anopy w/Audo Only - Yellow 42n, A0 I tfi A7 ,pq gg �gq 92.48" 4211 112.4 8" 37.38" 1-1/2" PVC CONDUITS TO BUILDING FOR: LOOP DETECTOR & AUDIO DATA CABLE 1/2" STEEL CONDUIT TO BUILDING FOR COD POWER COD POST FOUNDATION 1 1/2" PVC SLEEVE FOR DETECTOR LOOP ___NP 2'-0" TO 21-611 DETECTOR �04 LOOP 51-011 TRAFFIC FLOW CONCRETE CURB PLAN WIDTH OF DRIVE-THRU LANE LEAD IN WIRES COD POST AND FOUNDATION CONCRETE CURB PAVEMENT 17 2" VIAX 1 1/2" PVC SLEEVE FOR VEHICLE DETECTOR LOOP SECTION A - C.O.D. DETECTOR LOOP Illumination: LED Downlighting Electrical - Ballast: Ship Weight: (2)1-1/211C. ONE FOR COD CABLING - ONE FOR LOOP DETECTOR 1.5 Amps 120 volt, 60 Hz COLOR: PULLBOXAT CASHIERS WINDOW PREBROWSE COD BOARD LOOP D DETECTO MENU BOARD #1 I "C. FOR CAT6 DATA CABLES 1 1/4"C. FOR CAT6 DATA CABLES C 0 D IPREBROWSE IBOA D LOOP DETECTO) MENU BOARD #2 1"C. FOR CAT6 DATA CABLES INSIDE OUTSIDE 2"C. FOR CAT6 DATA CABLES (2)1-1/211C. ONE FOR COD CABLING ONE FOR LOOP DETECTOR PRIMARY DT LANE SECONDARY DT LANE 6: 24 EvWw'"'r"te Uouble Welcome Pointu'ateway P 1". (g-� Identity Systems DIvIsIon "A % lk au 0 �i-NUi 4 0 154' Illumination: N/A Other: - Non-illurninatedclearance sign with spring loade brea away clearance arm. , Adjustable bang bar. ------------------------ Everbrite, LLC, 315 Marion Ave,, South Milwaukee, Wl, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com NOTE: PULLBOX FOR VERIFY EXACT CIRCUITS & QUANTITIES OF OPO CONTROLLER CIRCUITS WITH PANEL SCHEDULES AND VERIFY EXACT MANUFACTURERS INSTALLATION INSTRUCTIONS. LOCATION IN FIELD. FOR EXISTING LOCATIONS: * VERIFY EXISTING CP PANEL HAS AMPACITY AND SUFFICIENT SPARES/SPACE FOR TWO (2) NEW (D 20A/1 P CIRCUITS. UPGRADE CP PANEL TO 42 CIRCUITS IF NECESSARY. PREBROWSE VERIFY EXISTING PULLBOXES ARE SIZED FOR BOARD NEW CONDUIT ROUTING. MODIFY PULLBOXES IF NECESSARY. 2#12 & 1#12 GND. TO LP-1 FOR COD CANOPY LIGHTING. 4#12 & 1#12 GND & 1#12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO MENUBOARDS AND MEDIA PLAYERS. C 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO COD'S. EACH COD SHALL BE ON ITS OVVN SEPARATE CIRCUIT. PREBROWSE BOARD 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO k,tJ CP FOR ISOLATED GROUND POWER TO MENUBOARDS AND MEDIA PLAYERS. 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO FOR PRESELL BOARDS AND MEDIA PLAYER. PANEL CP J(IG) IPANEL LP INSIDE OUTSIDE PRIMARY DT SECONDARY DT LANE CL N N CD CD CD CD CD C3 PREPARED BY: BRITT PETERS A N D A S S 0 C I A T E S I N C. consulting engineers 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 999 Waterside Drive uite 2202 orfolk, VA 23610 (575) 965-5710 www.brittpeters.com 0 L N 0 0 .2 0 C 4- Q) :3 0 0 E (n 0 4_J 4-1 Q) E 0 4_J 0 0.- 0 41 4_J 0 0 0 0 0 2 0 :3 E 'E' c: 0 0 X 0 -F C: o .2 4..J 0 V) .0 4- L4 0 0 Q) cn) E ,C73050'D 0 0 0) 0 n 0 1F 0 U) 0 _Q J C: 4_J _-t� , () 0 C: _!� 4- 0 0 3: 0 LL Q 0 4� Cf) C W Q) 0 fL U) 0_0 (o 0 4� Q) W 0 0 _cz 3: -Z, (1) Z, co LU C\I z a- Q LU z) 0 0 C%4 0 U) C4 - __ LLI <r LU C4 N Q 5; LLI < -_ r- C) Q 0 CY) CN W _J _J LLI U) 0 LU C) 0 < 0 0 W z 0 U) a_ U) U) UJ 12� Z C) 0 Q F- LLI It F- CY) 04 z 0 I— C) C) Nt W C) _J U) W F_ a M SIGN NOTES: C; BPA # 220492 DT LOW VOLTAGE CONDUIT DIAGRAM DRIVE THRU POWER DIAGRAM 1. SIGNS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR TO COORDINATE z W NOT TO SCALE NOT TO SCALE WITH ACM AND SIGN VENDOR PACKAGE PRIOR TO ORDERING SITE SIGNAGE. W SD-1 1 X 2. REFER TO SC-1.2 & SC-1.4 FOR SITE FOUNDATIONS. U) SITE DETAILS 1 PROVIDE O.C. WI_ TOWARE T PROVIDE 0. C. WH TOWARE ­717 a. � � m 5'X 5CLEAR, 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. .•4 ;1 1 4 •.4. 4 A* •4 .4 .4 W A 0. 14 Z .4 U) ­4 4 -4 4 ry LU 0) • .,Ad Q. 4 — 44 9 -1 4 CY a-' A Z O. <4 a' W - 4 E U) w 00 C) W U) j. E E 0 4 F A. E 0 0 41 ... 11 - 4' 0 0 a) Z; 51-011 (MAX) 51-Ofl (MAX) 0 :3 or- w U) ,7 CONTRACTION CONTRACTION 10 a� U EXPANSION JOINT 2 JOINT EXPANSION JOINT 2 JOINT < 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 @ 201-011 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. 4 d 4 .44 �-4 .......... ....... .... ..... ........... 4 .... ...... N N N . ...... ... . < .. . .. ........ ............ . ............ 1. 7j < LL] . . . . . . . . . . . . .. . . ... . . . . . . . * . . . . . . . . . . . . ... . ..... C) 0 04 < 0 SECTION A -A SECTION B-B SECTION A -A SECTION B-B I 04 co - 01 C) CONTROL JOINT CONTROL JOINT > N 0 CONCRETE SIDEWALK DETAIL PREPARED BY: ALTERNATE McDONALD'S NTS CONCRETE SIDEWALK DETAIL. NTS CONCRETE PER 311 SOILS REPORT __7 KEYED JOINT 5 4 BR I TT PETERS 4 A N D ASSOCIATES TYP. 21-011 I N C. consulting engineers STONE BASE PER SOILS REPORT PAINT YELLOW TYP. 101 Falls Park Drive Suite 601 CONSTRUCTION JOINT OW Greenville, SC 29601 271-8869 I U-1 I 0 (864) FACE OF BUILDING. 2 FOUNDATION WALL I / 0 -1 A H LwN\-S, - 11 \7 9 — VR 999 Waterside Drive Suite 2202 WHERE OCCURS EXPANDABLE FILLER PAINT YELLOW STRIPE Norfolk, VA 23610 (575) 965-5710 5'R 10' LONG X 8" WIDE a U C) PAINT YELLOW www.brittpeters.com 4 00 11-011 41-011 -011 NOTE: MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL TYP. 0 -6 TYP. SPECIFICATION: TT-P-1952D). (D -0 L4 Q) 0C _ 0 CONCRETE PER STONE BASE PER SOILSM�DONALD'STRAFFIC " T H A NK' Y ARROW TURN ARROW 0 0- q> q) a-: SOILS REPORT REPORT DRIVE Ti°�RU TYP. TYP. 0 L_ L_ Q) °' L_ 0- 2 EXPANSION JOINT ARROW DETAILS NTS 0 0-0 0- -0 0 C q) 0 E ­0:� 3;' 0 1-1"R (TYP.) 2 NTS 0 0 (D 0 4 11) a) E — — 0 4 C 0 0 0 0 3: Q) I NOTES: 1. WHITE PAINT. MINIMUM FLOW RATE OF 100 SF PER M Q � ° o � o o ° -° o GALLON (PAINT FEDERAL SPECIFICATION: TT-P-1952D). A A% 2. 45'- 52'SPACING. 0 :3 E STONE BASE PER &OILS 3. DO NOT REPLACE DRIVE-THRU ARROWS. a) 0 X -P 0 Q) !E REPORT 0 J20 SLAB EDGE DIRECTIONAL ARROWS DETAIL '�n_ C 0 CONCRETE SLAB DETAIL �t V) .2 a (0 NTS Q) a 0 0- V) NTS 0 E 2) - ODI L_ D 1" PVC WEEP HOLES @ 10' 0 0 0 Q 14- a) 0 ERE GRADES/DRAINAGE IS c !E 0 1S BACK OF CURB (GRAVEL 4_j 0 3: BEDDING BEHIND CURB) 24 0 0 U_ 0 0 0 7 /611 11-1 D 12 0 w Q) 0 < U) 0 7 IN ASPHALT IL 0 :� '_ -l- w &_ -- 0 0 4- c -4.- CL w o m Q w N C\1 PROPOSED OR 4 EXISTING INLET 2"X2"X36" WOODEN 2 w Q w 0 D N w 0 STAKES PLACED 10' O.C. a- D < W C4 PAINT YELLOW PAINT YELLOW TEMPORARY INSERT 11 > w 3000 PSI CONC. AREA TO BE @ 28 DAYS BASE PROTECTED UNPAINTED UNPAINTED 2"X2"X36" WOODEN CATCH CURB & GUTTER ASPHALT ASPHALT STAKES PLACED 10' O.C. cL 1" PVC WEEP HOLES @ 10' WATER FLOW < ERE GRADES/DRAINAGE IS WORK AREA > ,S BACK OF CURB (GRAVEL BEDDING BEHIND CURB) 2411 PAINT YELLOW SPACED 45'- 52'APART )RIVE AREA TO BE PROTECTED 1-11 1 1 1 1 1 F1_1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 w 7 NOTES: WORK AREA I 1=_E1 I M I M I 1=1 I I I 1=1 I 1=1 I 1=1 I 1=1 I M I 1— 5; w Z6 1.111 R -7 2 THE WORD "DRIVE-THRU" SHALL I I [Ei I El I 1=1 I =H1 I 1=1 I 1=1 I 1=1 I Mi I IE= CN w ASPHALT BE BEFORE THE ARROW AND 1 . INSERT INLET PROTECTION SHALL BE USED WHEN THE '=-I 1_1 I 1=1 I M I 1= 1-111-1 1 1-111—' 9 1 - U) 0 _j ON EVERY 3RD OR 4TH ARROW SURROUNDING AREA IS STONED OR PAVED. 11� < I M 1— 2. INSERTS SHALL BE INSPECTED EVERY 7 CALENDAR DAYS M AND MAINTAINED PER THE MANUFACTURER'S PLAN SECTION W0 < RECOMMENDATIONS. 0 McDOm'ALD'S "DRIVE-THRU"_ 3. INSERTS SHALL BE ACF ENVIRONMENTAL SILT SACK HIGH NOTES: w FLOW OR AN APPROVED ALTERNATE. z =1 =1 I M I DIRECTIONAL ARROW 1 . INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO EXPOSING SUBGRADE. F- U) 0 co [L w 3000 PSI UUNU. 11771 A TEMPOrx/lARY 1IN'LET INSERT 2. ROUTINE INSPECTIONS SHALL BE MADE WITHIN 24 HRS OF A RUNOFF EVENT. >_ w z 01-1 0 @ 28 DAYS BASE NTS 3. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS REACHED 1/2 THE EFFECTIVE HEIGHT. a U) PROTECTION Ap 4. THE SEDIMENT TUBE SHALL BE REPAIRED OR REPLACED IF IT IS DAMAGED. %, ff w It SPILL CURB & GUTTER 5. SEDIMENT TUBES SHALL BE FILTREXX FILTER SOXX OR AN APPROVED ALTERNATE. NOTES: 1. SCORE CURB VALLEY GUTTER AT 15'O.C. NTS SED"'AMENT TUBE Val z 0 I 2. PROVIDE 1/2" EXPANSION JOINTS AT 90'O.C. q.. It 3. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. NTS B PA F-tT� I J if I \'V, 10 0 D + w CD w (A 15'SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) 4(p' L i c. t _j W 4. FINISH ALL CONCRETE WITH CURING COMPOUND. BPA # 220492 STANDARD Ci Otj [0 JNT A 1 z w b"D-1 CURB AND GUTTER w m2 NTS 173012• 1 SITE DETAILS 2 6" DIAM. METAL POST FILLED SOLID W/ CONCRETE yl �� lil °� IIII�IV 4 II lil- � I I a II II I I,I/ r � GUARD POST DETAILS_ O d' M 3000 PSI CONCRETE COVER z ce) NOTES: -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES AXIAL LOAD -- 960 LBS -SHEAR - 925 LBS -MOMENT- 5800 LB -FT MAXIMUMS AT POLE BASE -F1554 GRADE 36 ANCHOR BOLTS -WASHERS A36 SL SF co FINIr- LAN 1 G RAI to 36" DIA. FOUNDATION NTS DBL WELCOM (3 IN .D BY RACTO R '\LS 0 1/2 HEIGHT LOCK NUT (0,ALVAN17Fm HEAVY HEX NUT (GALV, GALVANIZED WASHEI 36" (SUPPLIED BY MFR.) DIA. 10" HEAVY HEX LEVELIN( NUT (GALVANIZED) I I 3/4" 0, GRADE 55, HOT DIPPED GALVANIZED ANCHOR ROD co 2"x2"xl /4" PLATE I I SLOTTED HOL SLOPE TOP TO SHED WATER ANCHOR BOLT PATTERN NTS CONNECTION DETAILS NTS E POINT GATEWAY FOUNDATION NTS NOTES: -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES -AXIAL-1300 LBS -SHEAR - 830 LBS (120 MPH EXPOSURE B) -MOMENT- 5150 LB -FT (6.3 * SHEAR) USE MAXIMUMS AT POLE BASE -USE CONCRETE WITH A 3000PSI MINIMUM COMPRESSIVE STRENGTH -PROVIDE A MINIMUM OF 3" CONCRETE COVER FOR ALL EMBEDDED STEEL. -FOUNDATION IS DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS -ALL REINFORCING STEEL BY GENERAL CONTRACTOR. -USE F1554 GRADE 36 BOLTS MINIMUM. -WASHERS A36 SLOPE TOP TO SHED WATER W ~ 0- ui i1 `�' ry TOP OF CURB Fz- W 0 z 0 Q z 0 U- LO ELEVATION 11 i a Z • .II o II � II W • cV „ 3 MIN. COVER �1 jL (12) 7'-10" #6 VERTICALS SUPPLIED i BY GENERAL CONTRACTOR #3 TIES @ 12"OC (3 IN TOP 5") SUPPLIED BY GENERAL CONTRACTOR 36" DIA. CV z r- -zp n11 n( CONDUITS FED OLE IN BASE PLATE PE TOP TO D WATER 1/2 HEIGHT LOCK NUT (GALVAK117pm HEAVY HEX NUT (GALV, GALVANIZED WASHEI (SUPPLIED BY MFR.) HEAVY HEX LEVELIN( NUT (GALVANIZED) 1 "0, GRADE 36, HOT -DIPPED GALVANIZED ANCHOR ROD I 2"x2"xl /4" PLATE SLOPE TOP TO SHED WATER ANCHOR BOLT PATTERN 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 SIGN/LIGHTING MANUFACTURER -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE CONNECTION DETAILS NTS SLIM SPRINGBOARD CANOPY FOUNDATION_ NTS I NTS SLOPE TOP TO SHED WATER GENERAL NOTES -CODES USED TO CALCULATE DESIGN LOADS VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2018 ASCE 7-16 ACI 318-14 Al SC 360-10 & 341-10 AWS D1.1 WIND SPEED -- 110 MPH n -EXPOSURE B E � -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN E MATTER BEFORE PLACING CONCRETE E v 0- 6 -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT U o � (x2) . -SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. nU IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE U DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT Q ACTUAL SITE SOIL CONDITIONS. -TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE) -ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS. CONCRETE: -ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM ce) m N DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS o 0 o w NOTED OTHERWISE. N N N -ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL C) C) N p JURISDICTION. o o 0 -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. N r- o I j -MINIMUM CONCRETE STRENGTH ft) 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 CONCRETE SPECIFICATION SECTION 2.6 -AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A -WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTION 3.14 -PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL / REINFORCEMENT. -REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. BR I TT PETERS PERFORMED BY GENERAL CONTRACTOR. A N D -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF A S S O C I A T E S STANDARD PRACTICE -DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER I N C. MCDONALDS CAST -IN -PLACE CONCRETE SPECIFICATION, SECTION 3.11-E. consulting engineers STEEL: 101 Falls Park Drive Suite 601 -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B Greenville, SC 29601 (Fy = 35ksi) (864) 271-8869 -HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi) -HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B 999 Waterside Drive (Fy = 46ksi) Suite 2202 -CONNECTION BOLTS A325 Norfolk, VA 23610 -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: (575) 965-5710 ASTM A36 -REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR www.brittpeters.com -NUTS: A563DH OR Al94-2H -USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS -ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER i"N 0 -° a 4-1 ° Q) -NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT , ENGINEER'S APPROVAL. �' a Q o ° 1 -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE o Q) a T D 0' 0 0 -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN Q- o 2" ENAMEL PAINT TO INHIBIT CORROSION. C:o ) 3 O -ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND ° •E co !+ Q �, +' a PERFORMED IN ACCORDANCE WITH AWS D1.1. Q ° ° - ) 0 Q,o��,-, O :3 O U -C° d -REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR 0 ° 3 0 °' ADDITIONAL INFORMATION. © ° o U ° O ° -CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND N � ° +' METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. Q) -DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS ° a o 4-1° 1 ° -ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER N U c: U ! U c� ° 0 -1 O ° Q O O 0 L4 ° � � to D O N U ° a o o (n L0-0 O 3`��a�3`'-U O ° ° 3 O O 0 -0 >1 N (n C oU � O O Q W O O S N QY c +- (n 4-J IL � W Q coW N 0 W 0 U U) N � ' W w N Q w 0 O W rn N N Q �l���,, 33 w ^ `/ J J J U) Q w r W -� i • Q o Q F- z_ I" O >' w z o O w It ` o r n I_"' N z O ry' ) IL W F- LO "41 4V BPA # 220492 ri fo�rNIA11 - � �� W SC-1 1 . STRUCTURAL DETAILS 1 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. 'RICAL: FIRST CIRCUIT: 120/1/60, 15 AMP SECOND CIRCUIT: 120/1/60, 10 qM P VEIGHT: 1,200 LBS. ,PLAYER: 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 A153 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 DIGITAL MENU BOARD FOUNDATION DETAILS. TOP TO SHED WATER =D GRADE ;BED SOIL k. ANCHOR RODS STEEL PLATE ES, 10" C/C P 5 INCHES) =D BY GENERAL \CTOR). ARS ACED) SUPPLIED ERAL CONTRACTOR. ETE FOUNDATION 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 ►TS (TYP.) �,-%%j PLATE ANCHOR BOLT PATTERN 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 • DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE M CONNECTION DETAILS NTS HEAVY i" HEX 2 2 co TOP NUT (GALVANIZED), 2 PLS 2"X2"Xi" PLATES (GALVANIZED), 2 PLS HEAVY HEX LEVELING NUT Cn c w (GALVANIZED) 0 O E E Uj Q a E U a. p U N o `� � w c N U I " HOT DIPPED 0 C) m C O v GALVANIZED z ANCHOR RODS w w o_ 2"X2"Xj" PLATE m co N I Np CD N � N � w O O N Q HEADED ROD o 0 0 N r O � j ELECTRICAL CONDUITS FED THROUGH HOLE IN BASE PLATE t NUTS HDG (2 PLS) 2"X2"X4" PLATE 2"X2"4" LEVELING PLATE G' 4" NUT HDG PREPARED BY: e WON* " 4AV*S* 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.brittpeters.com NOTES: NOTES: 0 a) L_ 4, o 33.9 • PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL . TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE �' -00 w-- (n C: .N 30.9" JURISDICTION. • ANCHOR RODS NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM ..-''"� HEAVY" HEX o o -o ° ' o 0 • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. THE ENCLOSURE MANUFACTURER TOP NUT (GALVANIZED), � � ° O ` a �' ° • MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (X2) 2 PLS Q) ° ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15 AMP • ALL REINFORCING STEEL BY GENERAL CONTRACTOR. ° °- o a o SECOND CIRCUIT: 120/1/60, 10 AMP �� WASHERS � ° 3 (GALVANIZED), 2 PLS ° a� o o o .� �; SHIP WEIGHT: 350 LBS. U� a�� �0 o.-� MEDIA PLAYER: STRATACACHE 4_ 8" I HEAVY HEX ©D ov o� 3 - SLOPE TOP TO SHED WATER LEVELING NUT 00000 w (GALVANIZED) � a� a 0 FINISHED GRADE ° a ,l _ �, a) e c U = � o ` o ti W _j 4- ° o - � C ++ U O I-IPI! _ y7 •�y3- yE�•T [ ei P 3^ i i ^n i ' 6 �/� U) _ V/ _ II^Iwr, I �s O O a� ON U C:a� o cn 111=_ I` III I....I^IT U HOT DIPPED a�'o °?'� I_ j .... -- . __ j z GALVANIZED a o� Q� � F [ j _ �� i., j I �� UNDISTURBED SOIL Uj ANCHOR RODS ° o ° ° o _i ,- W o-6 F> 41 o (4) DIA. ANCHOR RODS Q 11 U U0 a 0 w -r- 0= Q)= 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 A153 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 FOUNDATION DIGITAL PRE BROWSE FOUNDATION DETAILS. 'STEEL PLATE I 2"X2"Xk PLATE >- m W Q W m ° U W N w N Q CO' W N ES, 10" CIC o w o 0 P 5 INCHES) ANCHOR BOLT PATTERN HEADED ROD co :_D BY GENERAL kCTOR). NTS NOTES: �+ N • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE N > ARS • ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN J ACED) SUPPLIED ASSEMBLY FROM THE ENCLOSURE MANUFACTURER J > IERAL CONTRACTOR. 0DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE QLLJ w r I-- ETE FOUNDATION ELECTRICAL CONDUITS FED THROUGH HOLE Q = IN BASE PLATE J v '4 NUTS Q ° Q HDG (2 PLS) i" FLAT WASHER HDG I— (,� o } w Z o O FLAT WASHER HDG �' Q W • � 41 " NUT HDG` rC, z o __------- ______^�_--- ___ � I �)� �r, :::,.�^ ^ j.€Pm,. ; : JOPa.[J#-------------------- S � p[ � i I S"E"3 E �..€ ��-�_�v j y, f ) ' Q- � Q V ,. : W CONNECTION DETAILS L� 0� 0 NTS ��N �, 41, 7 r BPA # 220492 ,�C1 I s� IO z W SC-1.2 $0 4 **4 1: /,/* A? STRUCTURAL DETAILS 2