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rn i 0 I L 0 E; Lm *40k 1'4� ES I r I it I Lm r 1= Ica 1= w Q 0 O Of w < Z z O V) w m 0 w Y 0 W :I_- C) LL L� Q (n 52 Ldm Z F-- ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES. Q o SHEET INDEX 0 BUILDING CODE: 2016 CBC ONLY SHEETS INDICATED ARE INCLUDED IN THIS CONTRACT. N CITY Y Or S TOCCK TOIN l PLUMBING CODE. 2016 CPC O W� 0 0 ELECTRICAL CODE: 2016 CEC Z Cl INDEX AND NOTES Ll LANDSCAPE NOTES & Q SPECIFICATIONS 0 z MECHANICAL CODE: 2016 CMC Z C2 SITE PLAN 0 Ln Z L2 TREE PLANTING PLAN W. EIGHT MILE ROADLn Ln Ln LLJ ENERGY CODE: 2016 CALL REENcn Z C2 . 1 SITE DETAILS Z L3 SHRUB PLANTING PLANz 0 Q Ln ENERGY CODE C2 . 2 SITE DETAILS PROJECT7 w Q w Z L4 IRRIGATION PLAN A LOCATION Q cn o `� ACCESSIBILITY CODE: 2016 CBC Z C3 GRADING & DRAINAGE PLAN m w w o Z L5 LANDSCAPE DETAILS CDN J FIRE CODE: 2016 CFC Z C4 UTILITY PLAN c • GREEN BUILDING CODE: 2016 CGBSC Z C5 EROSION CONTROL PLAN VICINITY MAP NOT TO SCALE N >~ co O • �.., ani } �--� U X 0 oLL < ujCD cn'7 Lo oLo zo J co 0� U� z CDJ CD CD GENERAL C: E3r"k*jmSTRlTI13r`*jm NOTES 1 . NOT USED. 10. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING 21 . RESURFACING OF EXISTING ASPHALT PARKING TO BE FLEXIBLE TYPE. ASPHALTIC CONCRETE SURFACE TO BE APPLIED UTILITIES MUST BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. AS FOLLOWS: ��EER 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF EXISTING ON SITE FACILITIES ABOVE EXISTING ASPHALT PAVEMENT TO BE CLEANED. ALL HOLES TO BE CLEANED AND COMPACTED WITH CRUSHED ROCK. 6j AND UNDERGROUND. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE SITE OF ALL DEMOLISHED 11 . GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE COMPLETE ELECTRICAL SERVICE, SEWER CRUSHED ROCK TO BE PRIMED, SANDED, AND ROLLED PRIOR TO PLACING OF ASPHALTIC CONCRETE WEARING SURFACE. TIE-IN, TAP FEES, CONNECTION COSTS AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. A TACK COAT SHALL BE APPLIED AT A RATE OF .05 GALLON PER SQ. YD. OVER ENTIRE AREA TO BE RESURFACED. o MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED BY DEMOLITION AND GRADING OF THESE AREAS SO AS NOT 1. o a RESURFACING SHALL BE COMPLETE WITHIN 24 HOURS OF TACK COAT APPLICATION. THICKNESS OF SURFACE COURSE M TO BE OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE 12. THE CONTRACTOR SHALL BE REQUIRED TO EXTEND AND CONNECT SANITARY SEWER TO THE EXISTING SEWER SYSTEM. IF SEWER TO BE AS SHOWN ON GRADING PLAN. MINIMUM THICKNESS TO BE 1 ". w " PERFORMANCE OF HIS WORK. IS NOT ADJACENT TO THE SITE, THE CONTRACTOR SHALL BE REQUIRED TO EXTEND THE SANITARY SEWER SERVICE TO THE SITE c , o IN ACCORDANCE WITH THE PLANS. SANITARY SEWER LINE TO BE CONNECTED AT A MINIMUM 2% SLOPE USING A MINIMUM 22. ALL LOT STRIPING TO BE WHITE TRAFFIC PAINT AND IS TO CONFORM TO STATE D.O.T. SPECIFICATIONS. moo, a o xa 3. REMOVE LEAND TACOMPACTTO 90% OF MAXIMUM DENSITY AS DETERMINED BYASTMD-1155ON, ROLL DED COMPACT PR REPLACING IED SHALL E PLACED IN 12" 5" PIPE, MATCHING EXISTING PIPE MATERIAL UNLESS OTHERWISE SPECIFIED. LAYERSLOOSEMEASURE 23. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 13. CONCRETE SIDEWALKS TO BE 3,000 PSI CONCRETE, 4" THICK, WITH 6X6-W1 .4XW1 .4 WELDED WIRE MESH REINFORCED WHERE APPLICABLE STATE, COUNTY, OR LOCAL CODES. ALL WORK IN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH LATEST EDITION. FILL SHALL BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. THE TOP 12" OF FILL ALL STATE AND LOCAL REQUIREMENTS AND STANDARDS. OR CUT UNDER PAVEMENT BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM DESIGNATED. • D-1557 - LATEST EDITION. 14. ALL CONCRETE CURB TO BE CONSTRUCTED OF 3,000 PSI CONCRETE. 24. CONSTRUCTION FOR THIS SITE SHALL MEET THE REQUIREMENTS FOR SEISMIC ZONE D 4. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR SHALL GRADE AND 15. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE 6" THICK OF 3,000 PSI CONCRETE REINFORCED WITH NO. 4 BARS AT 16" 25. HEIGHT AND SIZE OF ALL SIGNS TO BE DETERMINED BY BURGER KING CORPORATION IN CONJUNCTION WITH THE SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL MAINTAIN THE SEEDED OR SODDED AREA AS O.C. EACH WAY. CONCRETE TO BE COLORED BLACK USING ADMIXTURE (CHROMIX C-24 CHARCOAL BY SCOFIELD CO., OR EQ.) FRANCHISEE (IF APPROPRIATE) AND MUST CONFORM TO ALL LOCAL CODES AND REGULATIONS. HEIGHT SHALL BE THE REQUIRED UNTIL SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT THE EMBANKMENT. THE MAXIMUM ALLOWED BY LOCAL CODES UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR SHALL VERIFY SIZE AND MAXIMUM ALLOWABLE SLOPE SHALL BE 2:1 . CONTRACTOR SHALL MATCH EXISTING GRADES AT ALL PROPERTY LINES 16. CONCRETE DRIVE-THRU APPROACH TO BE 3,000 PSI CONCRETE 6" THICK WITH REINFORCING PER SOILS REPORT AND PREMOLDED LOCATION OF PROPOSED BURGER KING LOGO WITH BURGER KING CORPORATION PRIOR TO CONSTRUCTION. W AROUND SITE, UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING AND LANDSCAPING BY BITUMINOUS NON-EXTRUDING EXPANSION JOINTS AT 10 O.C. CONCRETE TO BE COLORED BLACK USING ADMIXTURE (CHROMIX Q Z C-24 CHARCOAL BY SCOFIELD CO. OR EQUAL) 26. APPROVED ALTERNATE TO DETAILS ARE NOTED WITH INDIVIDUAL DETAILS. ANY OTHER MATERIALS THAT ARE TO BE W LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO GRADE ALL LANDSCAPED AREAS TO WITHIN 4 (.33') SUBSTITUTED, OTHER THAN SPECIFIED, ARE TO BE SUBMITTED WITH SPECIFICATIONS AND DETAILS TO ENGINEER PRIOR W Q OF FINISHED GRADES. ALL GRADES SHOWN ON GRADING PLAN ARE FINISHED GRADES. m 17. CATCH BASINS TO BE CONSTRUCTED OF 3,000 PSI CONCRETE. TO FINAL BIDS. z c� 5. DIMENSIONS, BUILDING LOCATION AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT TIME 18. ALL CONCRETE PIPE 12" DIAMETER OR LARGER SHALL MEET THE REQUIREMENTS OF ASTM DESIGNATION C-76 (CLASS IV WALL 27. FOR SITE LIGHTING THE CONTRACTOR IS TO FURNISH LIGHTING ASSEMBLIES FROM ONE APPROVED w a OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS TYPE C) UNLESS OTHERWISE NOTED ON PLANS. MANUFACTURER ONLY. LIGHTING PACKAGES INCLUDE BUT ARE NOT LIMITED TO: POLES, LIGHT FIXTURES, MOUNTING co PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. BRACKETS, ANCHOR BOLTS, AND HARDWARE. W 19. COMMERCIAL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECS OF THE CITY, COUNTY, OR STATE 6. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING CODES. HIGHWAY DEPARTMENT, WHICHEVER APPLIES. 28. THE CONTRACTOR IS ADVISED THAT THE SOILS BORING IS A PART OF THE BIDDING DOCUMENTS. IF THE SOILS REPORT w Q IS NOT RECEIVED WITH THE BID SET, IT IS THE BIDDERS RESPONSIBILITY TO OBTAIN AND REVIEW THE SOILS REPORT m Z 7. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO FURNISH AND INSTALL GAS AND WATER SERVICES AS 20. THE FOLLOWING PAVEMENT SPECIFICATION IS A REQUIRED MINIMUM ONLY. CONTRACTOR IS TO REFER TO THE SOILS REPORT PRIOR TO SUBMITTING FINAL BID. SOILS REPORT BY: GULARTE & ASSOCIATES, INC., PROJECT NO. 4323, W REQUIRED. LINES TO BE INSTALLED, SHOULD BE EXTENDED FROM THE CLOSEST GAS OR WATER MAIN, CAP FOR ACTUAL REQUIRED SPECIFICATION. THE MORE STRINGENT REQUIREMENTS APPLY: PHONE (916) 626-5577. m Z Q PAVING TO BE FLEXIBLE TYPE, 2" ASPHALTIC CONCRETE SURFACE COURSE, BASE TO BE 6" THICK CRUSHED ROCK OR PLUGGED AT THE BUILDING. SEE PLUMBING SHEETS FOR REQUIRED WATER SERVICE SIZE. OTHER SUITABLE MATERIAL APPROVED BY LOCAL CODES, COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BYZ ASTM D-1557 - LATEST EDITION, AND SHAPED TO LINE AND GRADE AS PER GRADING PLAN. CD o 0-) Q 8. WHERE REQUIRED, CONTRACTOR IS TO INSTALL A 3/4" HPT. WATER CONNECTION FROM MAIN WATER SERVICE �/ c' L TO HOSE BIBB AT TRASH ENCLOSURE. SYSTEM IS TO BE INSULATED AND FROSTPROOFED THROUGHOUT WHERE 0< W < X REQUIRED. o N I r1 = z W 0 20 9. ELECTRIC SERVICE AND TELEPHONE SERVICE TO BE UNDERGROUND THROUGHOUT SITE IF ALLOWED BY LOCAL 0 o w Q CODES AND REGULATIONS. 0 w (' Z � o co rn O �Q O N c �0 � c 1