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Home My WebLink About12161993 ZBA AGENDAS113 .. .. �." .. .. . .:.... _,.:- �, ..... � -��' v ._... . .�.r. _.. _... ..,. _ ..t rt .e�, .' .. .. .. :._ ...'S. � '� i'� . x .. .L., ..... .. ,. , _. .... AY•c `§` Sr .. <... . 8. Rr .. -.. n ._ d GENERAL NOTES I. PRIOR TO STARTING CONS T RUC TION,THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CON- TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SETFORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE TACO BELL CONSTRUCTION MANAGER. OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS ETC... 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDER- GROUND TANKS, PIPES, VALVES ETC. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. MAXIMUM DENSITY PER A.S.T.M. TEST D -698. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2: ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER,REGISTERED WITHIN THE STATE WHERE THE WORK IS PERFORMED,VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMP- ACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE RECOMMEND- ATIONS SET FORTH IN THE SOILS REPORT. 5. THE A.L.T.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 6. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THES PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE, 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY TACO BELL CONSTRUCTION MANAGER IF ANY DISCREPANCES EXIST PRIOR TO PROCEED- ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES, NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 8. WATER SERVICE MATERIALS SHALL BE COPPER TYPE 'K'. DIAMETER SHALL BE AS NOTED ON THESE PLANS AND SHALL BE INSTALLED WITH 24' MINIMUM COVER OR BELOW FP.OSTLINE WHICH EVER IS GREATER. CONTRACTORS PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. CONSTRUCTION NOTES O CONSTRUCT ASPHALT CONCRETE STATE D.O.T. PAVEMENT AS SPECIFIED: SPECIFICATIONS 2O CONSTRUCT 6' R.C.C. CURB PER DETAIL SHT. AIC. 3 CONSTRUCT 6' P.C.C. CURB & GUTTER PER DETAIL SHT. AIC. 4 CONSTRUCT P.C.C. SWALE PER DETAIL SHT. AIC. 5 CONSTRUCT P.C.C. CURB EDGE SIDEWALK PER DETAIL SHT, AIC. A CONSTRUCT P.C.G. SIDEWALK PER DETAIL SHT. AIC. 6 CONSTRUCT P.C.C. RAMP - MAX SLOPE 1:12, PER DETAIL SHT. AIC. 7 CONSTRUCT P.C.C. DEPRESSED RAMP PER DETAIL SHT. AIC. O CONSTRUCT 6' 'T�W. P.C.C. PAD W/ 6'X6' - #10/10 W.W.M. (CONST. JTS. 12' -0' O.C.) OVER CRUSHED AGG, OR GRAVEL BASE. 9 CDNST. SINGLE /DOUBLE TRASH ENCLO. ON 6' P.C.C. PAD PER DETAIL SHT. AIC. 0 HOT 'N NOW POLE SIGN & FOUNDATION BY SIGN SUPPLIER. 1 DOUBLE FACED ILLUMINATED DIRECTIONAL SIGN (SIGN FACE AS NOTED) BY SIGN SUPPLIER. FOUNDATION BY G.C. - PER FDN. DETAIL SHT. AIC. C2 MENU BOARD, SENSOR LOOP & SPEAKER PEDESTAL PER DETAIL BY SIGN SUPPLIER, FOUNDATION BY G.C. - PER FDN. DETAIL SHT. AIC, 3 INSTALL 400 WATT METAL HALIDE YARD LIGHT PER DETAIL SHT. AIC. 4 INSTALL GUARD POST PER DETAIL SHT. AIC. 5 INSTALL 6' -0' LONG P.C.C. WHEELSTDPS PER DETAIL SHT. AIC. 6 PAINT 24' HIGH LETTERS - WHITE. 1 7 PAINT TRAFFIC ARROWS -WHITE PER DETAIL SHT. AIC. 8 PAINT HANDICAP SYMBOL -WHITE ON BLUE BACKGROUND. 9 PAINT 4' WIDE SOLID STRIPE - WHITE. 0 LANDSCAPE AREA. SEE SHTS. L1, L2, & L3. 1 INSTALL HOT 'N NOW FURNISHED CONCRETE TRASH RECEPTACLE. 2 INSTALL GAL. GREASE TRAP PER DETAIL SHT. AIC. 3 CONSTRUCT CURB NOSE PER DETAIL SHT. AIC. 4 INSTALL TIMER LOOP & MODIFIED CURB AT D.T. WINDOW PER DETAIL SHT. AIC, 5 CONSTRUCT TYPICAL CATCH BASIN PER DETAIL SHT. AIC. 6 FLAG POLE PER DETAIL SHT, AIC. LEGEND SIGN SCHEDULE II PROPERTY LINE 6' SS EXISTING 6' SANITARY SEWER. LINE —8'W— EXISTING 8' WATER MAIN 12'SD EXISTING 12' STORM SEWER 2'G EXISTING 2' GAS MAIN D EXIT EXISTING POWER POLE & O.H. ELECTRIC LINES BLANK EXISTING GUY WIRE & ANCHOR N EXISTING CONTOUR & ELEVATION 601 PROPOSED FINISH GRADE CONTOUR & ELEVATION 61SS PROPOSED 6' SANITARY SEWER LINE 1 1/2'X46 --- PROPOSED 1 112' WATER LINE 2'G PROPOSED 2' GAS LINE uG E PROPOSED UNDERGROUND ELECTRIC SERVICE (NO. & SIZE OF CONDUITS NOT DEFINED) 2•T PROPOSED 2' CONDUIT FOR TELEPHONE SERVICE 12'SD PROPOSED 12' STORM DRAIN LINE — /�i --�- PROPOSED DIRECTION OF DRAINAGE FLOW ARROW o** EXISTING ELEVATION xxxxx Xxxxx PROP. TOP OF CURB & FINISHED GRADE ELEV- -0 PROPOSED 400 WATT METAL HALIDE YARD LIGHT PROPOSED DRAINAGE SWALE 1� DIRECTIONAL SIGN SCHEDULE II A ENTER J WELCOME B EXIT K RIGHT TURN ONLY C ENTER L LEFT TURN ONLY D EXIT M BLANK E EXIT ONLY N PASSENGER PICKUP F EXIT / THANK YOU ❑ DRIVER PICKUP G DO NOT ENTER P 10, 00'R NOTTINGHAM STREET 60' R,O,W. S 89 °2937" W DIMENSION SITE PLAN SCALE: 1` 20' 1/4' 's, CID M � I N _�I v i � N I H DRIVE - THRU —i-- C1 STEEL TO MEET A.ST.M. STD EXPANSION MNT TO BE PLACED AT N_T.S SPECIFICATION FOR CONCRETE THE END OF EACH CURB RADIUS AND I THANK YOU R REINFORCING BARS UNITS TO SPACED APPROXIMATELY 80' APART. BE SPACED AT 22- O.C. ,:,�,— ...,�..a_.a�Ma lam 0 V (] O uj 0 v f u'. i ll.. 11l_illTtll 484 ti O W F---I Q H N M E NOTTINGHAM STREET HSIDE PL VICINITY MAP (D0' P,O,W, SITE PAVING REINFORCING #4 BARS ® 24" O.0 =.W. CONTINUOUS THROUr 1/4" THE JOINT JOINT SEALER WITH 1/8- RADIUS �\ T1/4 T 12 __--- - - - -I- -- - -- - -- PANT CONTRACTION JOINT - N.T.S. SCALE: 1. - 20. 3 O W F—i F---I V roc �uLQ�fl sZ M G C . •v• Lr) W.J� e 0 • • • a) 1 c� : m LAJ �� g � vas PROS 4 IY Z h 0 I L w W (ZN V � Z W !Q ° V o 0 V CW Y G � 0 O r n �o f Z Q J 4. 484 w F- z 0 Q CL CL Q W f— Q z a �—+ Z O_ f--a E- N � W *E W v v) S Q DIMENSION SITE PLAN ` AND JOINT LAYOUT 20 0 20 vQ W Q I W .. � U z Q �,- oL 0 Z ® V/ co Se W C7 z DRAWN BY: CT CHCKD BY: EC SCALE: 1' =20 BUILDING TYPE HOT'N'NOW JOB NUMBER #85 -0880 DATE: OCT91993 SHEET NUMBR A-2A