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CONTINUED WITH THE LEAST AAOUNT OF DISTURBANCE
POSSIBLE. THE CONTRACTOR SHALL COORDINATE ALL HIS
CONSTRUCTION WITH MrOONALD'S PROJECT MANAGER;
PROVIDING ADVANCE NOTICE OF ANY CONSTRUCTION
OPERATIONS THAT WILL REQUIRE ADDITIONAL COORDINATION
OF RESTAURANT OPERATIONS. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL SUBMIT FOR APPROVAL BY McCONALO'5
PR^7ECT MANAGER A SCHEDULE OF CONSTRUCTION OPERATIONS
THAT WILL OUTLINE PROPOSED ACTIVITIES REQUIRING
VEHICLE/PECESTRIAN TRAFF PC CCNTROL, BARR ICACES,
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SURVEY INFORMATION
AYOUB ENGINEERING INC.
,r 421 BENEFIT STREET, PAWTUCKET, R.I.
4 / 10 /89 (TEL. (401) 728-3693)
20 0 20 40
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IT IS THE INTENT OF THIS CONTP.ACi THAT, DURING
CONSTRUCTION OF THE NEW BUILDING AND RELATED SITE
ALTERATIONS, THE EXISTING RESTAURANT OPERATION BE
CONTINUED WITH THE LEAST AAOUNT OF DISTURBANCE
POSSIBLE. THE CONTRACTOR SHALL COORDINATE ALL HIS
CONSTRUCTION WITH MrOONALD'S PROJECT MANAGER;
PROVIDING ADVANCE NOTICE OF ANY CONSTRUCTION
OPERATIONS THAT WILL REQUIRE ADDITIONAL COORDINATION
OF RESTAURANT OPERATIONS. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL SUBMIT FOR APPROVAL BY McCONALO'5
PR^7ECT MANAGER A SCHEDULE OF CONSTRUCTION OPERATIONS
THAT WILL OUTLINE PROPOSED ACTIVITIES REQUIRING
VEHICLE/PECESTRIAN TRAFF PC CCNTROL, BARR ICACES,
?"ATERIAL STORAGE, TEDFORARY PARKING AREAS,
CONSTRUCTION/DEMCLT_TION PHASING AND PROTECTION OF ANY
EXISTING STRLICTUPES CESIGNATED TO RE"1AIN.
PORTIO) G- F,FISTIr1G
6'XIB CONE CTRB
10 OF REr10,.E0
(TYR WICRE INDICATED)
�_. 6"XIB" CONCRETE Con W/
6" REVEAL ALONG PnvFWjr
(NEW, TYP WIIHIN PF3rjpjy)
SEE SHEET SO -2
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(�11 IQP'l FI ]Ail,
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02MR CLRO
C.� RFIT7VE ALL F. ISTLNG I� i
'� ITHCLB70 FROM R
WWIN
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CONCRETE
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CO-'ST--nED IS ACCOF."ASCE WITH
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(MASS. D.P.W. S.d. 6 L'. " CLAY
Spec. Mi U] 1 ; C ,i e MRL COURSE
INSTALLED IN ACCCFSdN^e s r 4 [ sSDF.O STONE.
W/Sec. 401 �'G;`-F.�'%. a,. v ;. ,.a (MA.. • V. Std. Spec. Y.2.01.7)
INSI'L� _ IN ACCORDANCE W.I S.I. 402
AFPFCJTD S'4^FA^E MATERIAL (CLF -A9 SA2� OR GRAVEL
V'.:TN PE�SRF'7 PROOF -ROLLED WIT: f PASSES (Mi"i-11
OF A FATE" 4.. KOEHRINC BORA; C+ -SIF, 09 EQUI4'f.:T•
...1AT9FY C-111CIOR.
DASH CO',PIF M CERIAL (AND SUR CL')
SMALL DE C"A TED AT A MOIST F. C^4TTT
WIID.N .. CT C-TIMUM MOISTURE TO
A MIN:C.- DT 91I OF MAXIKM DFT FFNIITI
IN ACCCKANCE WITM ASTM D1557
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• A=09°53'46"
\� R=2650.39'
L-457.77'
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400 WAIT ALGIN PP.LSSURF SODIUM LUMINARIES.
20' MOUNTING HEIGHT. ( 2' BASE AND 18' POLE).
TNF0RMA.':ION
----
_ to I 7
77
5F'WEP ON - SITE SEWAGE DISPOSAL SYSTEM
Ilg" CO+'PER TYPE K. (EXISTING ON PROPERTY)
=F'WFR ON - SITI7 RUNOFF DISPOSAL SYSTEM
F_= T=•- 120 / 208, 3 PHASE. 4 WIRE. 800 AMP.
EXISTING SERVICE ON PROPERTY
SURVEY INFORMATION
AYOUB ENGINEERING INC.
,r 421 BENEFIT STREET, PAWTUCKET, R.I.
4 / 10 /89 (TEL. (401) 728-3693)
20 0 20 40
SCALE ---� FEET.
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