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HomeMy WebLinkAbout036-270-0561 2 3 4 5 6 7 8 9 10 11 12 13 = 14 15 16 d OWNER: Sheet Index SHT NO. DESCRIPTION ARCHITECTURAL DRAWINGS RA A or A f T-1 TITLE SHEET AND PROJECT DATA .}: GENERAL CONTRACTOR: ¢ wi A-1.0 SITE PLAN Slater and Son Construction - a1 d TM . ;,A 3753 Morehead Avenue C o. HIC CALIFORNIA A-2 0 FOUNDATION PLAN 530 893-3333 A-3.0 FLOOR PLAN 4.0 - ELEVATIONS . e A a. ✓' , , _ -'. .. .),.. s,.",...... B : ;:, , . p.: ;.. ;,. ;, � �,,,, ,.:,>:. :,: ; � ...., ,. ,� ♦ .,.. :� � -.,�,.. � ,. *�' - ELEVATIONSICROSSSEGTION A41 . -:.. .. . ... .. ': - . . :.. ... - `:. -` ..,.ice !. .:' n,.-,; :'.:., F., '-:' ',:�'-' S F'tr,y '} ,'3"''• -,31„ y r + A-50 ELECTRICAL PLAN 4; -3. PROJECT CONSULTANTS ;:- y. .•.:... .. '- F'Jilv4'�f ." �:::-.: .. +i.- .u..' � .. k- :[, i ",3'} .`i,= t>", ,y„ .d, A?'r �' is _ r m: u� f m. r,t 0f . � .: :e ., ., `•"( ...r'ARCHITECT. THE WARING GROUP Cock Enforcement " P.O. Box 396 A"T(3"JBL CHOWCHILLA, CALIFORNIA 93610 V a, T71(559) 6 (559) 665-9200 A 665-0879 FAX � � d • d 3r -ate � � ry C C F r.� ,- u r CIVIL ENGINEER: • ;r :� A > ,ra y F w. s ABBREVIATIONS SYMBOLS GENERAL NOTES & CONDITIONS AGENCIES ELECTRICAL ENGINEER: PROPERTYLINE HIDDEN LINE HEADER LINE DIMENSION AND NOTES SHALL TAKE PRECEDENCE OVER THE SCALE OF DRAWINGS. BUILDING: LARGE SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALL SCALE DETAILS. D MEMB MEMBRANE -------- D & AND e —--- --� L ANGLE MFR MANUFACTURER SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL @ AT M.H. MAN HOLE MAJOR OBJECT LINE CENTERLINE DETAILS. DO NOT SCALE THESE DRAWINGS. CENTERLINE MIN MINUTE, MINIMUM •— — — 0 DIAMETER MIR MIRROR NO STRUCTURAL WORK SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED ENERGY ANALYST: DEGREES MISC MISCELLANEOUS MINOR OBJECT LINE UNLESS DETAILED ON THE DRAWINGS OR APPROVED IN WRITTING BY THE ARCHITECT. R PROPERTYLINE, PLATE LINE M.S. MOP SINK N ± PLUS OR MINUS- MTD MOUNTED LEADER LINE PRIOR TO EXCAVATION, DETERMINE AND VERIFY THE LOCATION OF UNDERGROUND ' SQUARE FEET MTL METAL AND ARROW UTILITIES. CONTACT UNDERGROUND SERVICES ALERT (USA) AS NECESSARY. PLANNING: # POUND, NUMBER MUL MULLION TILE PLAN VIEW ADA AMERICANS W/ DISABILITIES ACT (N) NEW PROVIDE ADEQUATE BACKING FOR ALL FIXTURES AND EQUIPMENT. A/C ASPHALTIC CONCRETE N NORTH =IIII =III (—IIII — CONTRACTOR SHALL GIVE DUE &LEGAL NOTICE TO ADJACENT PROPERTY OWNERS A.C. AIR CONDITIONER NEC NATIONAL ELECTRICAL CODE AFF ABOVE FINISH FLOOR N.I.C. NOT IN CONTRACT IIII-IIII=IIII=IIII REGARDING PROTECTION OF THEIR PROPERTY AND STRUCTURE IF REQUIRED OR GEOTECHNICAL ENGINEER: AMP AMPERE NO. NUMBER SAND SECTION EARTH SECTION MASONRY PLAN VIEW WHICH MAY BE NECESSARY DUE TO THE CONSTRUCTION INDICATED ON THESE DWGS. CONTRACTOR SHALL FULLY RESTORE DAMAGE DONE AS A RESULT OF HIS WORK E E BD BOARD NOM NOMINAL FIRE DEPARTMENT: BLDG BUILDING N.S.F. NATIONAL SANITATION FOUNDATION I TO PUBLIC AND/OR PRIVATE PROPERTY AT NO COST TO THE OWNER. BM BENCH MARK, BEAM N.T.S. NOT TO SCALE d d BTM BOTTOM O.A. OVER ALL Q CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR: , BTU BRITISH THERMAL UNITS OBS OBSCURE CONCRETE SECTION WOOD PLAN VIEW COMPOSITION SHINGLES A. ALL CONTRACTUAL DOCUMENTS. CAB CABINET O.H. OVER HEAD B. DIMENSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE C.B. CATCH BASIN Pf ROOF SNOW LOAD, PSF CONTRACTUAL DOCUMENTS. LAND SURVEYOR: CBC CALIFORNIA BUILDING CODE Pg GROUND SNOW LOAD, PSF C. ALL DIMENSIONS AND CONDITIONS AT THE SITE. s CEC CALIFORNIA ENERGY COMMISSION PL PLATE D. ANY CONDITIONS WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF CER CERAMIC P. LAM PLASTIC LAMINATE STRUCTURAL WD SECTION INSULATION CONC. ROOF TILES THE STRUCTURE OR CAUSE DISTRESS OF THE STRUCTURE (INCLUDING WEATHER). ROAD DEPARTMENT: C.I. CAFVtMIC PLAS PLASTER E. INSURE PROPER ALIGNMENT OF THE STRUCTURE TO THE COMPLETION OF WORK, CLG CAST IG PLYWD PLYWOOD INCLUDING ANY NECESSARY PRE LOADING OF THE STRUCTURE. CLR CLEAR, CLEARANCE P.O.C. POINT OF CONNECTION B COL. LETTER • CMC CALIFORNIA MECHANICAL CODE P,P POWER POLE p� REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE F CMU CONCRETE MASONRY UNIT PR PAIR `` APPLICATION OF ANY DETAILS OR NOTES. F COL COLUMN PSF POUND PER SQUARE FOOT 1 ai ` ROW NUMBER MECHANICAL ENGINEER: CONC CONCRETE PSI POUNDS PER SQUARE INCH r 2 DIMENSIONS ARE TO THE FACE OF STUDS UNLESS NOTED OTHERWISE, WHERE NO i CONSTR CONSTRUCTION PT POINT REVISION CLOUD R DIMENSIONS ARE GIVEN, ALIGN WORK WITH MULLIONS, PIERS OR OTHER EXISTING CONT CONTINUOUS P.T. PRESSURE TREATED AND DATE REFERENCE GRID DESIGNATION ELEMENTS AS INDICATED ON THE DRAWINGS. AIR QUALITY CONTROL: CONTR CONTRACTOR P.T.D. PAPER TOWEL DISPENSER ..................--_.. CPC CALIFORNIA PLUMBING CODE P.T.R. PAPER TOWEL RECEPTICAL DETAIL (NUMBER) OPENINGS IN WALLS, SUCH AS DOORS AND WINDOWS, IF NOT DIMENSIONALLY a ` CORR CORRIDOR P.T.D.F. PRESSURE TREATED DOUGLAS FIR IDENTIFICATION LOCATED, SHALL BE AS CLOSE TO THE WALL CORNER AS POSSIBLE OR IN THE CTSK COUNTERSINK Q.T. QUARRY TILE 2 — • — • — DETAIL SYMBOL MIDDLE OF THAT WALL AS INFERRED TO BY THE DRAWINGS. CTR CENTER R RISER, RADIUSS ,SHEET NLWBER ON :} , . DBL DOUBLE -R.A. RETL�,F;R AIR, WHICH DETAIL APPEARS THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN CONDITION, STRUCTURAL ENGINEER: DEPT DEPATRMENT REF REFERENCE - _. ARRANGING FOR TRASH REMOVAL AT APPROPRIATE INTERVALS. UPON COMPLETION D.F. DOUGLAS FIR, DRINKING FOUNTAIN REFRIG REFRIGERATOR THE PROJECT SHALL BE BROOM CLEANED, ALL WINDOWS WASHED AND ALL DEBRIS SECTION R REMOVED FROM THE SITE. CALIFORNIA DEPARTMENT OF TRANSPORTATION: DTL DETAIL REINF REINFORCED IDENTIFICCATION DIA DIAGRAM REQ REQUIRED SECTION SYMBOL G M DIAMETER RESL RESILIENT ' ' �' THE ARCHITECT SHALL HAVE ACCESS TO THE JOB SITE AT ALL TIMES. G DIA �+ SHEET NIUMBER ON DIM DIMENSION RM ROOM S' WHICKSIECTION APPEARS DISP DISPOSAL, DISPENSER R.O. -ROUGH OPENING - - ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE WORKERS COMPENSATION ! ' ON DOWN RWD REDWOOD ON FILE WITH THE BUILDING DEPARTMENT AND SHALL SECURE APPROPRIATE CITY D.S. DOWN SPOUT S SOUTH AND/OR COUNTY BUSINESS LICENSES. SPECIAL INSPECTION: DWV DRAIN WASTE VENT S.A. SUPPLY AIR RES PO N'V I B I L I TY THE GENERAL CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY DWG DRAWING S.C. SOLID CORE EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE (E) EXISTING S.C.D. SEAT COVER DISPENSER 1. THE GENERAL CONTRACTOR; SHALL BE RESPONSIBLE FOR THE COORDINATION SAFEGUARDS FOR SAFETY AND PROTECTION INCLUDING POSTING DANGER E EAST SCHED SCHEDULE: AND WORK OF ALL TRADES WITH GOVERNING AGENCIES. HE SHALL PROVIDE ALL SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY EA EACH S.D. SOAP DISPENSER, STORM DRAIN MATERIALS AND LABOR TO RENDER THE WORK COMPLETE. REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES. E.J. EXPANSION JOINT SECT SECTION EL ELEVATION SHT SHEET, SHEATHING 2• THE CONTRACTOR SHALL BE: RESPONSIBLE FOR THE VERIFICATION OF GRADES, THE GENERAL CONTRALTO SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ELEC ELECTRICAL SIM SIMILAR DIMENSIONS, UTILITY LOCATI'IONS AND HOOKUPS, ETC. HE SHALL CORRELATE ALL ALL DIMENSIONS, GRADES AND OTHER CONDITIONS AND HE SHALL CORRELATE ELEC ELEVATOR S.N.D. SANITARY NAPKIN DISPENSER SUCH ITEMS AT THE JOB SITE ANY DISCREPP.'' IES SHALL BE REPORTED TO THE ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES TO ARCHITECT FOR CORRECTION AND/OR CLARIFICATION PRIOR TO BEGINNING THE DESIGNER FOR CLARIFICATION AND/OR CORRECTION PRIOR TO BEGINNING PROJECT DATA S.O.V.SHUT OFF VALVE - H H EMER EMERGENCY S.N.R. SANITARY NAPKIN RECEPTACLE ENCL ENCLOSURE WORK. ANY WORK. EQ EQUAL SPEC SPECIFICATION ; EQPT EQUIPMENT SQ SQUARE 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC., EXP EXPOSED, EXPOSURE S.S. STAINLESS STEEL, STRUCTURAL STEEL THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL IMPOSED LOADS COORDINATION OF ALL TRADES WITH GOVERNING AGENCIES AND SHALL SITE ADDRESS: 600 Ophir Road EXT EXTERIOR S.SK. SERVICE SINK THAT MAY OCCUR DURING ERECTION UNTIL SUBSEQUENT CONSTRUCTION PROVIDE ALL MATERIALS AND LABOR SHOWN AND INFERRED ON THESE PLANS OrOVllle, CA F.A. FIRE ALARM STA STATION IS ADEQUATE TO REPLACE TfEMPORARY BRACING AND SUPPORTS. F.D. FLOOR DRAIN STD STANDARD TO RENDER THE WORK COMPLETE. UTILITY COMPANIES LOT AREA: 7.3 ±acres FDN FOUNDATION STL STEEL 4. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING F.E. FIRE EXTINGUISHER STOR STORAGE CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR WRITTEN DIMENSION SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS, F.E.C. FIRE EXTINGUISHER CABINET SUSP SUSPENDED ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY AND SAFETY AND PROTECTION, INNCLUDING POSTING DANGER SIGNS AND OTHER PRIOR TO COMMENCEMENT OF WORK. ELECTRIC: ASSESSOR'S PARCEL F.F. FINISHED FLOOR SUM SYMBOL NUMBER: WARNINGSAGAINST HAZARD)S, PROULGATING SAFETY REGULATIONS AND F.G. FINISHED GRADE T.B. TOWEL BAR NOTIFYING OWNERS AND US' ERS OF ADJACENT UTILITIES. F.H.C. FIRE HOSE CABINET T.C. TOP OF CURB, TRASH COMPACTOR THE ARCHITECTURAL DRAWINGS SHOW SPECIFIC DETAILS OF CONSTRUCTION PROPERTY ZONE: FOR ARCHITECTURAL STYLE AND STRUCTURAL INTEGRITY. WHERE SPECIFIC APPROVING AUTHORITY FIN FINISH TEL TELEPHONE 5. THE CONTRACTOR SHALL BE FULLY AND SOLIc!.Y RESPONSIBLE AND LIABLE FOR J DETAILS ARE NOT SHOWN, CONSTRUCTION METHODS SHALL BE OF SIMILAR TER TERRAllO J FL FLOW LINE ALL DESIGN ENGINEERING ALND CONSTRUCTION OF HIS/HER PHASE OF THE WORK FUR FLOOR T & G TONGUE AND GROOVE AS INDICATED ON THESE PL/ANS BY THE ACT OF COMMENCING WORK ON THIS NATURE. PROPOSED USE: Warehouse FLUOR FLUORESCENT THK THICK PROJECT. HE/SHE SHALL DIRECTLY & INDIRECTLY ASSUME FULL RESPONSIBILITY THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, TYPE OF CONSTRUCTION' II -N F.O.C. FACE OF CURB T.P. TOP OF PAVEMENT FOR HIS/HER WORK WITH RESPECT TO, BUT NOT LIMITED TO, ACCURACY, F.O.F. FACE OF FINISH T.P.D. TOILET PAPER DISPENSER COMPLETENESS AND COMPLLIANCE WITH ALL APPLICABLE CODES & ORDINANCES PATCHING, ETC., THAT IS REQUIRED TO COMPLETE THE WORK OR TO PREPARE GAS: F.O.S. FACE OF STUD T.V, TELEVISION AND THE REQUIREMENTS OFF THE ARCHITECT. TO RECEIVE WORK FROM OTHER TRADES. F.S. FLOOR SINK T.W. TOP OF WALL BUILDING AREA: 8,825 s.f. F2 (New) FT FOOT, FEET T.W TYPICAL TO SHALL \VISIT THE SITE AND THE PREMISES &SHALL ALL TRADES SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM 2,800 s.f. B Existing , j)/� ` f� FTG FOOTING UNF UNFINISHED 6. EACH CONTRACTOR ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS 21.004 s.f. F2 Existing T ` FT GAUGE U.N.O. UNLESS NOTED OTHERWISE VERIFY THE WORK TO BE DONE, THE EXISTING CONDITIONS AND SHALL NOTIFY OPERATIONS. AT THE COMPLETION OF THE WORK, REMOVE ALL RUBBISH, 32,629 s.f. • THE GENERAL CONTRACTOR OF ANY AND ALL DISCREPANCIES PRIOR TO TOOLS SCAFOLDING, SURPLUS MATERIALS AND LEAVE THE JOB SITE INA GAL GALLON URN URINAL w _ SUBMITTING A BID AND STARTING ANY WORK GALV GALVANIZED U.F.C. UNIFORM FIRE CODE BROOM CLEAN FINISH. U.G. "'UNDERGROUND � ALLOWABLE AREA: 36,000 s:f. G.B. GRAB BAR U G 7. ALL WORK SHALL BE DONE IIIN THE BEST WOF,KNIANLIKE MANNER AND MUST BE GEN GENERAL U.S. _ UNDER SLAB DONE IN ACCORDANCE WIThH THE REQUIREMENTS OF ALL LOCAL GOVERNING THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, SEWER AND WATER: Separation on 3 Sides GL GLASS, GLAZING VERT VERTICAL GUYS, ETC., TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL CBC 505.1.2' K AGENCIES. FURTHERMORE,, APPEARANCE OF WORK SHALL MEET WITH THE K GND GROUND VEST VESTIBULE APPROVAL OF THE OWNER. IMPOSED LOADS THAT MAY OCCUR DURING ERECTION UNTIL SUBSEQUENT GPF GALLONS PER FLUSH VTR VENT TO ROOF CONSTRUCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING AND Compliant GPM GALLONS PER MINUTE W WEST B, ALL MATERIALS, EQUIPMENIT, FIXTURES & SYSTRIS CALLED FOR ON THE PLANS SUPPORTS. GYP GYPSUM W/ WITH SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S H.B. HOSE BIBB W.C. WATER CLOSET LATEST SPECIFICATIONS. THE DESIGNER SHALL, AT ALL TIMES, HAVE FULL ACCESS TO ALL PHASES OF OCCUPANCY: BIF2 H.C. HOLLOW CORE, HANDICAP WD WOOD WORK. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO HDR HEADER W/0 WITHOUT FACILITATE INSPECTION BY THE DESIGNER. HDWD HARDWOOD W.P. WATER PROOF 9. ANY AND ALL SUBSTITUTIONS TO THE MATERIALS AND/OR EQUIPMENT SPECIFIED TELEPHONE: HDWD HARDWARE WSCT WAINSCOT ON THIS PROJECT MUST BE! APPROVED BY THE OWNER. CONTRACTOR SHALL SUBMIT A REQUEST WHICH I SHALL INCLUDE A SPECIFICATION SHEET AND PICTURE THE OWNER MAY ORDER CHANGES IN THE WORK WITHIN THE GENERAL SCOPE H.F. HEM FIR WT WEIGHT FOR SUBSTITUTIONS AT TIM4E OF BID SUBMISSIONS. OF THE PLANS CONISTING OF ADDITIONS, DELECTIONS AND/OR OTHER H.M. HOLLOW METAL W.W.M. WELDED WIRE MESH REVISIONS. THE CONTRACT SUM BIENG ADJUSTED ACCORDINGLY. ALL SUCH HORIZ HORIZONTAL 1.0, THESE CONSTRUCTION DRAWINGS SHOW SPECIFIC DETAILS OF CONSTRUCTION CHANGES INTHE WORK SHALL BE AUTHORIZED BY CHANGE ORDER AND SENT TO HR HOUR FOR ARCHITECTURAL STYLEE AND STRUCTURAL INTEGRITY. WHERE SPECIFIC DESIGNER FOR REVIEW OF PLAN, CODE AND DESIGN COMPLIANCE. L H.S. HAND SINK DETAILS ARE NOT SHOWN, (CONSTRUCTION METHODS SHALL BE OF A SIMILAR L HT HEIGHT NATURE. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES I.D. INSIDE DIAMETER FOR THE USE OF ALL EMPLOYED PERSONNEL ON THE PROJECT. THE FACILITY CABLE: INSUL INSULATION 11. CONTRACTOR SHALL MAINTrAIN THE PREMISES IN A CLEAN AND ORDERLY SHALL BE COMPLETELY PORTABLE. APPLICABLE CODES: r INT INTERIOR CONDITION AT ALL TIMES APND SHALL REMOVE ALL UNUSED MATERIALS AND CALIFORNIA BUILDING CODE 2001 JT JOINT DEBRIS. HE/SHE SHALL MAIPNTAIN DUST CONTROL DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL FURNISH ALL NECESSARY TEMPORARY p CALIFORNIA MECHANICAL CODE 2001 KIT KITCHEN PIPING, HOSE AND WIRING AS REQUIRED TO BRING UTILITIES FROM A LAB LABORATORY 12, COPIES OF THESE DRAWINGS ARE SUPPLIED TO THE OWNER, CONTRACTOR AND DISTRIBUTION POINT TO VARIOUS CONSTRUCTION AREA LOCATIONS. CALIFORNIA PLUMBING CODE 2001 LAM LAMINATE OTHERS FOR EXCLUSIVE USE ON THIS PROJECT. ALL DRAWINGS SHALL BE CEC 2001 LAV LAVATORY RETURNED TO THE ARCHITECT UPON VERBAL AND/OR WRITTEN REQUEST. UNIFORM FIRE CODE 1998 LT LIGHT MPD MULTIPLE PRODUCT DISPENSER 13. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER A CONSTRUCTION MAX MAXIMUM SCHEDULE PRIOR TO STARTING THE WORK A14D SHALL PROVIDE A QUALIFIED M.C. MEDICINE CABINET SUPERINTENDANT ON THE JOB SITE THROUGHOUT THE WORK. M MECH MECHANICAL M15 16 1 2 3 4 5 76 1 7 1 8 1 9 1 10 1 11 12 13 14 Site P.O. Box 396 Chowchilla, California 93610 800-574-9484 SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS. ANY OMISSIONS OR DISCREPANCIES IN. OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL,CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. ALL METAL SUPPLY 600 Ophir Road Oroville, CA SLATER AND SON 3753 Morehead Ave. Chico, CA �- P 105, W1,17 SS -02567 EET NO T.1 OF SHEETS P.O. Box 396 Chowdhilla, California 93610 800-574-9484 WE DO FOUNDATIONS RIGHTI www.METAILBUILDINGFOUNDATIONS.com SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS. ANY OMISSIONS OR DISCREPANCIES IN. OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. i'ROJECT, x ALL METAL SUPPLY 600 Ophir Road Oroville, CA CLIENTS .: SLATER AND SON 3753 Morehead Ave. Chico, CA SHEET CONUXTS 3 SITE PLAN Drawn By: L. Lozano Checked By: S. Thomson 10/11/2005 REVISED: JOB r10 SS -02567 AlmO OF' SHEETS A B P F G 1"± 2" Max. I Sill Slope @ Overhead Door Location Over Head Door Sill See Anchor Bolt Tack Weld Hairpin To Layout Plan By BOLTING Anchor Bolts Or Wire Tie MB MFR. (8) #4 Bars each way To Secure Placement For Dist. — Prior To Pouring Concrete -- 1 1/2" Min. Coverage Start Of Work., I 3" Min. Coverage* 15" with 12" Min. Embed. Site Preparation: The Areas To Receive Compacted Fill Shall Be 5'-3" sq. x V-6" deep (8) #5 Bars each way Hairpin Per Foundation B I Plan. Secure In Place H 15" with 12" Min. Embed. Erosion Protection (UBC 1829.3): Where Water Impacts The Ground To Slab Reinforcement From The Edge Of The Roof, A Downspout, Scupper, Valley Or Other With Wire Tie Prior To 6" Min. Rainwater Collection Or Diversion Device Should Be Used To Prevent s � � Pouring Concrete Anchor Bolts Per Plans * Provide Shovel Footing Under And Around Hair Pin To Allow For Coverage From Soil. F3 Hairpin Detail. FOOTING SCHEDULE . MARK FTG. SIZE REINFORCEMENT BOLTING Hair Pin: See Foundation 5'-3" sq. x 2'-0" deep (8) #4 Bars each way Use 3/4" A307 T.R./H-Bolt A Plan For Size and Location Mtn Start Of Work., I Top and Bottom 15" with 12" Min. Embed. Site Preparation: The Areas To Receive Compacted Fill Shall Be 5'-3" sq. x V-6" deep (8) #5 Bars each way Use 3/4" A307 T.R./H-Bolt B I Uncontrolled Fill. H 15" with 12" Min. Embed. Anchor Bolts: See Anchor Bolt I Layout Plan By MB MFR. For Dimensions and Spacing I Sill Notch• O tional-See Anchor Edge Of Steel Line Structural Steel Column By MB MFR. V 15 116 Hair Pin: See Foundation Bolt Layout Plan for Presence BA 1 . ( Plan For Size and Location Mtn Start Of Work., I See Detail F3 This Sheet Anchor Bolts: See Schedule Site Preparation: The Areas To Receive Compacted Fill Shall Be f p���wv�h Je? S�INtiGe For Application This Sheet For Type and Size I Uncontrolled Fill. H 3. Erosion Protection (UBC 1829.3): Where Water Impacts The Ground Top Reinforcement Mat From The Edge Of The Roof, A Downspout, Scupper, Valley Or Other Where Noted 6" Min. Rainwater Collection Or Diversion Device Should Be Used To Prevent s � � Soil Erosion And Direct The Water Away From The Foundation. 4. s •: 3" Min. Cir. Construction Earthwork Must Verify Final Pad Elevation For B WE DO, FOUNDATIONS RIGHTI Reinforcement: See Depth �, Schedule For Sizing • And Quantity 5. The Ground Immediately Adjacent To The Top Grade Of Pad Shall Perimeter Footing Be Sloped Away From The Building At Not Less Than 1 Unit Vertical I_1I In I In IMI. 3" Min. Clr. Beyond 3" Min. Clr. Width F2 Pad Footing Detail Outside Steel Line K 118 L Base Angle or Base Channel (1) #4 Top and Bottom or (1) #5 Slab Reinforcement: Place Reinforcing In Middle Of Slab See Plan For Type and Size Slab Thickness: 4" Min. See Plan Base: 4" Crushed Base Well Compacted No Sill Notch F 1 Typical Thickened Edge Detail M 1 2 3 4 5 1/4th Slab Thickness Notes Saw Cut Joints: - Wet -Cut Saw -Between 4 to 12 hours after finish Soff-Cut SawTM - Between 1 to 4 hours after finish F5) Control Joint Detail Threaded Rod (T.R.) A36 ve Double Nut 8 i 9 1 10 1 11 I 12 I 13 3" Projection 3" Projection Embedment Embedment Anchor Bolt Detail Top of Slab Or Pedestal Headed Bolt (H. Bolt) A307 3/8" Plate Washer 3" sq. .126!-l" 2" 19'-62" 20'-0" 20'-0° 20'-0" 20'-0" 25'-7" 6" B B F2 Typical F1 B B r --I r --i r---� r ---I r---� ------------------ ------ ---- ------ (------------------�--------------------------------------------------------------- t I I I t I t — —%.J ! LW_r J „ ( I Provide Shovel Fooing Under and Around it t 23-4 i t Hair Pin To Allow Fdr Proper Depth and a ` F 1 ! Concrete Coverage! �� -_ _ __.. I t I II ! ! ! I t 4._0,. 1 ( 1 ! t t6" Concrete Slab I i t { t F4 I w/ #4 Bars @ 12"o°c. e. t . i 701-0" 23141 i 24'-0" 32'-0" o/ 4 " Crushed Base( I Concrete Contr I Joint See I t € I Well Compacted I t { I 1 t t I {! t Detail F51his Sheet t t I Typical ....J ....... — - - - — — -- ..........,......1 ...,....,. .......» ...., ..... .� .... ..,..�..............,. ..... .... l ....,,......w...... ... ...... ...y....... .... ..... ....l ..... I ..., ...... 1de 1_ I ` 40 ! F1 I 1 t ! { ! ! t I t I 23'-41, i I I #4 x 20'-0" Long 300 I / Rebar Hairpin — — — — nterior Line of -�- r"%— I Perimeter Footingr I --------------------------------- ------------------------ -- L--J L --J L --J L --J L --J L --J L_—J B B B B B F1 A A I 4 I 5 14 15 116 General motes BA 1 . Site Shall Be Cleared Of All Loose And Foreign Materials Prior To A Mtn Start Of Work., r■ 2. Site Preparation: The Areas To Receive Compacted Fill Shall Be f p���wv�h Je? S�INtiGe Stripped Of All Vegetation, And Soft Or Disturbed Earth Materials And Uncontrolled Fill. 3. Erosion Protection (UBC 1829.3): Where Water Impacts The Ground From The Edge Of The Roof, A Downspout, Scupper, Valley Or Other P.O. Box 396 Rainwater Collection Or Diversion Device Should Be Used To Prevent Chowchilla, California 93610 Soil Erosion And Direct The Water Away From The Foundation. 4. Owner/Building Or Grading Contractor Completing The Pad 800-574-9484 Construction Earthwork Must Verify Final Pad Elevation For B WE DO, FOUNDATIONS RIGHTI Compliance With Flood & Storm Water Drainage Design Requirements. www.METALBUILDINGFOUNDATIONS.com 5. The Ground Immediately Adjacent To The Top Grade Of Pad Shall Be Sloped Away From The Building At Not Less Than 1 Unit Vertical Salsa Steel Corp. Assumes No Responsibility In 12 Units Horizontal (8.3% Slope). For A Minimum Distance Of 5 Or Liability For The Construction Of Feet Measured Perpendicular To The Face Of The Wall. Supervision Of The Work Described Within 6. The Contractor Will Not Vary From The Basic Criteria Shown By This These Drawings And/Or Specifications. Any Omissions Or Discrepancies In, Or Revisions Drawing, Such As Slab Thickness, Control Joint Spacing And To, The Drawing And/Or Specifications Must Location, Capillary Water Barrier, Vapor Barrier, Minimum Depth Of Be Brought To The Attention Of Salsa Steel Footing, And Column Thrust Resisting System. Corp. For Review And Resolution Prior To 7. Foundation Excavations Should Be Observed By A Representative Of C Proceeding With Construction. Earth Systems Consultants After Excavation, But Prior To Placing Of Reinforcing Steel Or Concrete. The Ideas, Designs And Arrangements Represented By These Drawings And Specifications Are, And Shall Remain, The Foundation otes Property , Salsa Steel Corp. Part Shall Be Copied, Disclosed To Others Or Used In Connection With Any Work Or Project Other 1. Anchor Bolts For Walk Door Frames And Misc. Anchorage Shall be Than The Work Specified Herein Without The 1/2"0 x 5" Long, Red Head Per ASTM A-307. Express Wriitten Consent Of Salsa Steel Corp. 2. All Bearing Footings Shall Extend 12" Min. Into Undisturbed Soil Or Fa0J8c As Indicated By Details, Which Ever Is Most Restrictive. D 3. Concrete Slab Shall Be 6" Min. Above Adjacent Finished Grade. 4. All Anchor Bolts Shall Be Set By Plywood Template. ALL METALS ADDITION 5. All Slab Reinforcement Shall Be Placed At Mid Depth Using Plastic Chairs Or Concrete Dobies. 6. All Sub Base Material Shall Be Compacted To 93% Min. Modified Proctor Scale. 7. Sub Base Should Be Moisture Free Prior To Placement Of Concrete. 600 Ophir Road COLD TEMPERATURE CONSIDERATIONS E iOroville, CA 1. Concrete Shall Not Be Placed Upon Frozen Soil. 2. Concrete Shall Be Protected From Freezing Until It Has Been Allowed To Cure For At Least 7 Days After Placement In Forms. 3. Snow Or Other Frozen Water Shall Not Be Allowed In The Forms CLIENT >, During Placement Of Concrete. 4. Concrete Shall Be Cured In Forms For At Least 72 Hours. 5. The Site Shall Be Kept Well Drained At All Times. F D.H. Slater & Son, Inc. Foundation Specs 1. All Concrete Shall Test 2,500 PSI Min. In 28 Days. Unless Noted Otherwise. 2. All Soils Information Is Based Upon The 1997 UBC/ 2001 CBC Table 18-1-A Vertical Soil Pressure =1,000 PSF @ 12" Depth W/ 20% 3753 Forehead Avenue Increase For Each Additional Foot Of Depth Or Width. Horizontal Soil Pressure = 100 PSF Per Foot Of Depth. Chico, CA 95928 G 1/3 Increase All For Short Term Loadings Min. Depth Of Footing Is 12" Into Firm Natural Ground. 3. ' Concrete Shall Consist Of Portland Cement, Per ASTM C-150, (5 s171 Tt IENTs =.' Sacks Per Cubic Yard Min.) Water (0°58 Water To Cement Ratio), Fine Aggregate And Coarse Aggregate (3/4" Size), Per ASTM C33. 4. Maximum Slump Shall Not Exceed 4". FOUNDATION PLAN 5. W.W.R. (Welded Wire Reinforcement) Shall Meet ASTM A185 6. All Reinforcement Shall Meet ASTM A615 Grade 40 For #4 Bars & Less Unless Noted Otherwise H Grade 60 For #5 Bars & Greater 7. Min. Lap At Rebar Splices Shall Be 40 Bar Diameters Or 24" /W. ti%F� • ', Whichever Is Less. ABBREVIATIONSN 5 PEMB - Pre -Engineered Metal Building WWR - Welded Wire Reinforcement b'(0 ° LINO - Unless Noted Otherwise • MB - Metal Building TR - Threaded Rod A/B - Anchor Bolt 6 1 7 1 8 9 10 111 12 13 1 14 1 15 16 OF SHEETS M auci 0 P.O. Box 396 Chowichilla, California 93610 800-574-9484 SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS. ANY OMISSIONS OR DISCREPANCIES IN. OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. ALL METAL SUPPLY 600 Ophir Road Oroville, CA CLIENT t SLATER AND SON 3753 Morehead Ave. Chico, CA SH€ET CONTENTS FLOOR PLAN Drawn By: Checked By: S. Thomson 10/4/2005 REVISED: .Jq"0 n SS -02567 SHEET.NO, ..,,,d... L%Am3u0 OF SHEETS I c 6 GA Raised Panel Roof Sheeting EI I FI G HI nn KI LI CROSS AT BURLDING LINEA SECTION G i J Existing Building 15 L Existing Building Existing Building New Construction I I 37° Walk Door _23'41— L 3' -0"— 24'x15'Roll-Up Door 24'-0" 23'-0" NORTH -ELEVATION SCALE: 1/8" = 1'-0" Cllm'� CI'ii �'��, OCT 2 4 2005 M 1 2 3 4 5 6 7 1 8 9 1 10 1 11 1 12 1 13 14 15 16 P.O. Box 396 Chowchilla, California 93610 800-574-9484 B SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS. ANY OMISSIONS OR DISCREPANCIES IN. OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH C CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED — TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. PROJECT ' " D ALL METAL SUPPLY 600 Ophir Road E Oroville, CA I I I � I I I I CONSTRUMION NOTES � 1 1-1 I I - -� - I I sorTfo 06/64P 06a I IEML I I I I II I 71, ,P,q \ \Mai \ IPM , 1 a ° b" r u s` f' Can. rn m 1�i` `s{v �y "I vi :. �� ?bks , r, a � Pl�an� Treatment St Q G' 1= A\ 'r. _ S.. C ,� K.;., w 1. .. - ? Rose St. 3 O 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF OROVILLE IMPROVEMENT STANDARDS AND SPECIFICATIONS. (APPROVAL OF ' y; a @: Q a ,..,.y. :.:.� _h.�, "- 1 U m $impQQ LJ.I. Summers Sl:... MiI1 St....._.. ... . CITY DIRECTOR OF PUBLIC WORKS OR THEIR AUTHORIZED REPRESENTATIVES 1S REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HISL i '� � � � J � r ^x.:,r„; � $ ;..� _ _ _M=d e rn 4 Helmam St. .� _ '.1 U •- Oak Knot Wa POSSESSION PRIOR TO COMMENCEMENT OF WORK. (�°,` � '°�I'M `�4""' a - ;�Vm m�� t ra b :.'*,�k+ ` t�'r: �.;': 4 Bluor Ave..pn� :7 . C•S Slu' �..'}•� F $•..` = n I -5 - 2CliMto ve. „ . r R oa Wy, 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTINIG ALL UTILITY COMPANIES AND/OR t .`,;Y :.,, I Ano�, '. y s :.,,, t ...rl, : Q 1 r ve o. 3 y' �. loin Wv UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. THE CONTRACTOR SHALL �E RESPONSIBLE FOR THE LOCATION OF v� L S TE P + Et y W u Re .a h - A NS FOR AN ° LL 1I N D CSS TR 1A L A d Las t Plumas ALL UNDERGROUND FAgUIIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH A1RE NO7 SHOWN ON THESE PLANS. THE ®+ TI N 1 a ,j` K?.. ��CR �A P CIF WqY ` = i CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. oakmle Ira rlumaI -H, m .. .i HelghtaSch.l�y gyp, .,h.... -tib .o, p e Mleror"1 Virta.3. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK MIT LEAST 48 HOURS PRIOR TO x� c � ." , a m I Monte ... rq e. , DEVELOPED�� Can. BY tiz f " } x J ,COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TTO PLACING OF IMPROVEMENTS. �( � ,,, swaI ; I d - -- _.._ �s. Y--_.' C ° ......_. _......._.y =9 . !x Helen 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED Bw OTHERS. F,•, PROJECT SITE o ,ra : �a 5�x ,sry n 2 ... i a ! ' 4 �* s > 1 ' 1 t is L8t" •fid ! ,K..;.: Cortez 5. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRRORS, THE CONTRACTOR SHALL NOTIFY �" I THE ENGINEER FOR RE-STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES Ni0 LIABILITY FOR THE COST INCURRED a �Q FOR THIS WORK. Q--�'.. _`_'_NSE #2 3 • ro 5190.12 © ~r ems` : AQ E- 5000.00 Road��ppHIR R 6. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURINGAD CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. / ELEV-101.44 µyt,t50`' tin OPHIR R� / SITE MAP P tt� �, I I � - g c�F � �a 7. ALL PERMITS NECESSARY FOR THIS JOB ARE 70 BE ACQUIRED BY THE CONTRACTOR. _ / / �., :..... __.. .......,i,,..... ....... ___... «_..:.-:...._._... , traustrcd Wav -•. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. ra3> '' � r02 r0 -- "I - - - - _ ,e I rene m Lane a a Kusel I Road i g r D 4 Q to i ^ -2t Pill. Fo° 9. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN �, • 1 / tt Z > i Drive - V J Odle Way @ Q DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTIRIAL SAFETY CONSTRUCTION SAFETY / / 4 _ . � i _ tNelsfer . ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 197 AND CAL OSHA STANDARDS. - m PI / - E Ja -- o �� ,, �c 10. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE I 33 - _ j 30 7 `?S f 707 70 / 9 9 Hollie Ln: I m-, m I : ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A `'<T 6� - T ""--- -- _ _ 2 - - •'" 68 O►PHIR OA® °�7 „-'` 99A � j 3 `� (. _ / / 70 I PROFESSIONAL ..ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES OT2�Ta• • • 70 '07 _,..•-,' � -� = -- -- -...i 11 _ � ' a -.._........_ ._ _ .-- ...-._......-I 727 _ _ / ,� INSTALL CITY STANDARD o --_. ._ ...._.. .......: ..._m a...__.-,_ .a FOR REVIEW BY THE PLANNING DIRECTOR. ALL MITIGATION MEASURES DETERMINED BY THE PLANNING DIRECTOR TO BE APPROPRIATE FOR �� ---.� 2 r / - 9 .� INSTALL CITY STANDARD z z . 2 ! m ; o --- ri- V0 ��" FIRE HYDRANT MS-05 a, _ _- ----- - 1 � _ _ __l THIS PROJECT SHALL BE IMPLEMENTED PURSUANT 70 THE TERMS OF THE ARCHAEOLOGIST'S REPORT. T6 �' �"� _- - ti 7 - FIRE HYDRANT MS-05 c� ,,' , a Drive _ ; _ 7 �� ` �'•-•�. • . - -�:.. Cj�- , \,�" �, - � / .2� - �- f - _ __ Kenneth /`b coo ¢ .Q Q � m a3S2 � � f '`- � , �A i 7007�� xl�0. _ 18" GM � . 9g.: � . - . _ , _ - 51 . / } c ° „ `' v Bohemia Ave.. 11. PADS ARE TO BE COMPACTED TO 9OX RELATIVE COMPACTION I I .r0 - 2 i / �, i - ' ,-•_ .- -- - . 7 ` 1 �.� :7� z _ ` `a / 2 r - - = --`D .. - .. - .. - . _ -36" CiVI - a� , o Mur•Mel I c-, W �� : - , J> c 12. EXISTING FACILITIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED TO GRADE AT THE DEVELOPER'S EXPENSE. �j�- 6A :-�- 3� �0'-"-'7 -)-'7 -' p� °'"' - -' --X----7 -- '� _ _`2 cc 2 _ cc / I 5 2b Q`a� 0A-. 0. J' a - - - ^... - 15� ° Swan Ln. ; o r - ._F 2 (Messina Avenue.' Q m x W y{y1 f '` 0. S - % }„:.-.. l I l �J/'' % 9 gs� ` , -,f- _ QpaQ' I m Y' D OJ 3 4 ?J Prince Road I o JO c m = m ` `o > 13. ALL STORM DRAIN PIPES WITH LESS THAN 2' OF COVER SHALL BE BACKFILLED WITH 100X AB. I / > 7 9g .z06 1 -- -� i _. y n oo c 3 > i P - - ._ ee /� _- �g gas $ m A\ DUST SUPPRESSOON PLAN �O D �^'' h;, S / S8 , EXISTING DRIVEWAY• I I A c �S ,, oS Y 1 Q : / � , j / gQ a g .4 CON I I ' I aaf 4 SL : j ... 9 k f// 6? S TRACTOR TO 1 d�G . ' �• g f VERIFY EXACT L I 44i f $. I OCATION MAP ---• I NTS -s" � } I8 X13' -� j I l LOCATION 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD AND DUST CARRIED OMITO STREET SURFACES BY "" "' / 9� 6) ! I CONSTRUCTION VEHICLES. r- _ -103.0 ,..1. /, - 7 " � fi, '" z - ;�" , f g 1 - . ,, 1.f f / r 'Ll 2. COVER HA ;:: F , , < ;. ;,,,, - 8 l 9 -,- _ INSTALL HANDICAPPED UL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES O x.s ,, ` � 0 , .I . •,,. -- - -- A PED LEGEND ., , EXCEPT WHEN LOADING OR UNLOADING MATERIALS. a > - .. g ! TOW AWAY SIGN 3. WATER ALL EXPOSED EARTH SURFACES. LAK ` t! � �gr I 0 DETAIL D-1 THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN THIS LATE MORNING gS i r „ : Q t ,, .' /( ) / / �s!V7", 23 : „ G AND AT THE END ,' (tl\n2 - _ OF THE DAY. FURTHER, THE FREQUENCY OF WATERING SHALL INCREASE IF REQUIRED BY THE � _/" � ' `� R' t , ,, ,r �.,BUTTE COUNTY AIR POLLUTION CONTROL r}'. r � �;+e _ f z r / j / p��---- �F.---, 20 EX MINOR CONTOUR LINE EVERY 1 / INSTALL .- » > >, 1 f 7 4 DISTRICT AND/OR CITY OF CHICO.> �..- r. 31 ---- ►, r,W;Y ;. t ; .;w j j / :: , ;.• i6 HANDICAPP .; l//,•'• ✓,.j 5 EX MAJOR CONTOUR LINE EVERY a ' I 9g x Viz ' ...= . , '� .,:• :... , l 3 k ED / f ,: 5 . PARKING SIGN r , a i P 4. ALL CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WH I � s� !.` :--9C- _• r ROP EN WINDS EXCISED 20 MPH AVERAGED OVER 1 �� v. - i'fr �%r•i, ' PROPOSED CUT SLOPE MINOR CONTOUR LINE HOUR. � I I I sh :, z _. F f 0 . - - % g / 9 t1. _ 1 o ! sQ� 9 , z ,7 ri ..� ,. j s r . 17 :' 00 { PROPOSED CUT SLOPE MAJOR CONT . I r•<: z Y Y ,� INSTALL ASPHALT OUR LINE EVERY 5 d '� : _. f j , 9 HLT I _ _ 5.. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH-MOVING OR EXCAVA71ON } ��r`= '1 ,. 4 a, - j . - l j CONCR OPERATIONS SHALL BE MINIMIZED AT ALL a W. s , ,.,� ; , , r, ,, j , , , �., r:. - 9 u� Rq/ ETE IN EX EDGE OF PAVEMENT (ASPHALT) TIMES. I -, �4 a>�:ff: j. .95.0. ¢ N HANDICAPPED STALL N "', , , - Ste-. T 3 _ _ ... -�.:. PROPOSED FLOW IN 0 LINE __ O" / I:_ / . :.1B AND EXISTING PARKIN I rk , . . = 'b- :. fig. S, 3 :. ., 9 LOADING AREA G - - �... - : EX PROPERTY LINE / \4 1 r ;? :...` :�' ;. _ _::� 25 FOR RETAIL 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 MONTHS SHALL BE SEEDED AND WATERED j j 4, ' / ;, • ,... .. , 1 JJ . 1 UNTIL GRASS COVER IS GROWN. I ::.. _.._ t.:: _ _ _ _. _ .._ K I I 9 c� r ,, 19 CON _. .1 STRUCT TYPICAL I 9 .... , � , :;_ •, f - PROPOSED GRADE BREAK !3 ,.,- . ALL ON-SITE ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR „ 2 _�. ..' :°� :,, �.. P =- . e HANDICAPPED PARKIN NC RB CHEMICALLY StAB,JZED. I i :� u t .. : -', :: :..- .1. 0 G SLOPE 26 j „rt Fns : t;-: .� SS THAN 2X 1N ANY 1 HA CO RETE CU 8. THE P _ 7 .� f' y TO BE LE E A PUCANT SHALL MINIMI it r �: < } ;• t} _.. __ ..� _._ -'� EX FLOW LINE MINIMIZE CONSTRUCTION RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION 0 0 I " ,, Y ,:, ,. , , �, "' .. _ h, ... < ... � ••, , . g DIRECTION - EQUIPMENT ENGINES IN 2 = f . .. ... ,,. f .9... •.. :.... � 9 S (SEE DETAIL I) 1 GOOD N I u - CO D TION AND IN PROPER TUNE ACCORDING TO MANUFACTUR ERS SPEgFl A � - , �;, : .� >� .�1 : ` . <, , " . ,• 1-g „ y� h C TIONS AND DURING SMOG SEASON MAY THROUGH sa. / 8 PROPOSED .. ..,, :1 �,,... a ',, t 6 RECYCLED ASPHALT 0 m OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT (DUNG FOR LONG PERIODS. M - -� ,�,,K w .•..: LT o , ,rte § , ;, s: I S WA / w r �.:. l 56_' �` I S CONCRETE !' :• : `' �o -; I 1 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. k� , w $; rr, F I REGR ` 1 � � � . .;, E EXISTING BAS CK TO - x J, / ,, " , DRAIN D _ XISTIN E ROCK 10. RE-VEGETATEl '? f; ;,, AND/OR RE PAVE EXPOSED SURFACES. „ t : ':;:., - "'. ,. :: I / U ACES. THIS SHALL BE COMPLETED AS SOON A5 POSSIBLE TO REDUCE DUST EMISSIONS. -- -- 0 - rI s 1 a r8,�---j- 30' ... THE DUST SUPPRESSION .�. , ,..y : „ PLAN SHALL BE SUBMITTED TO THE CITY OF CHICO FOR F,.: ,ate .::: ,, .; • . :A . ,. -' - - .,:: W PROPOSED 6. CONCRETE APRON REVIEW AND APPROVAL PRIOR TO ISSUANCE OFA / p GRADING PERMIT. �. ,.. x:: .. 3. . 0 ry .. _ 30, (� ,� :f, , 4 - 9 S1. II ' ., `NSE #1 I� .,-.. 11. WHEEL WASHERS SHALL BE INSTALLED: -;. �3`` : , � .:_ �5' „ ,. , WHERE PROJECT VEHICLES EQUIPMENT ENTER EXIT ONTO PA . PAVED STREETS FROM -� 5 . v > : 6 .�' ? .. I PROPOSED :FIRE N 5000.00 \ ;,: 9 ,; .a.92 �� ,. • - . , .. -• HYDRANT ,PER CITY STDS UNPAVED ROADS. VEHICLES AND/OR EQUIPMENT SHALL BE WASHED -PRIOR TO EACH TRIP IF NEEDED TC) CONTR FUGITIVE E- `:>•/ .,;, ....: 6 ti : ; .. ;. OL DUST. 5000.00 - 0 4,. 5. , : <: tS.. -_ - .: , >: 93 ELEV-1 / cw X99, I ,::... R' S • .: ... •.... �, a„ D .. ,' .- - .. 00.00 - -f: s'' a..: � �. • .... .0 P8 EX STREET LIGHT W 12. POST A , 1�aU..LY VIS SIG`i !;"TH TkIE 7E F t r I. 00 . w: a - _ _ ::~ J 2 /PULL BO>X LEPHONE NUMBER AND PERSON TO CONT ACT REGARDftG DUST CrI, PLANTS. THIS PERSON / / / �x •, " � r ,. .� , . > k 1 fN TALL..COOKS , V NCRE7E SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCIAQMD SHALL ALSO BE VISABLE TO / l i _. ._, ENSURE COMPLIANCE WITH BCAQMD RULE 201 do 207 NUISANCE AND FUGITIVE DUST EMISSIONS). : a _ .,� _ ,- Jz. , AREA 7..AIN :.' I a- w ( ) / / - . N. ,,. J` . , WITH( r u .� . -: rl� H�2o GALVAI+t;z ,' I r1. jj r �9 / / Y /_ r , ." - ,. ! 9.� : •.: ; 9 I & I 9 EX GROUND ELEVATION . S 11 •. ;- TRAFTL� GRATE AND FRAM •B , :, ' . ,- ,.. ,3 �) / / / 9� ;,. ;,.° .., . = F ..;_ . �r �s ��{ EXISTING tS PROPOSED FINISHED .r , e ; , : .,_, RIM 2.75. I I FINISHED s ED / o/ .� ;, `. s" ,INv: 91:43 FLOOR EL - I GROUND ELEVATION �, EV j �, 96 1{ ff ss S MP. 0 93�3 ELEVATION -94.18 "-�..w 5 :. i ".1:. �„ 5 '4. y,''t +Y 5 I • Og (J �.- •V y - - D 2 DETENT/ON BASIN 4: ^ ,� �,,�� .� I e' pp� / w .> } w a y � a is 7 � } ` ` r7 � / %5 C' (� NOT TO SCALE / /li­ _ I / t;9a?� `. r r ° �O - . S 82gS ' 6PS'g 4 70P ELEVATION = 94.0 FT /I 1­.:, °1a 't 3 gQ } 10a .l. - it BOTTOM ELEVATION = 91.0 FT / O'�13 mss, a= 19 Q�l �_ �..., Z• _ .._..• ,- -. �+ ` ` - - r £'`� t- ,,7 i:'1-- fits y ,..a , :.. F�Of O O `�f �.,1. 9 yJ'O•'j^ - - F - PARKING ANALYSIS o/ ► SIS 1voTE •. ,1 1 Ea' r , ' - '` 1 �' ?S. REQUIRED PARKING• MINIMUM VOLUME OF � g? ` ��5 7: �' �� I I 386 l 9 / g qp INDUSTRIAL/RETAIL (32 620 SF) = 25 SPACES POND 43 CU. FT. `� ' 3h0 i 92 ; 37 }9- F� TOTAL REQUIRED SPACES 2 O I "a 2 to 6 S ,/� _ ?SPACES S c" I REQUIRED HANDICAPPED SPACES = g' 0 ` I r ,, e '' I INSTALL CO KS CONCRETE �j cfiiQ . / .- SECTION A-A I k 1 I 18" X 18" AREA DRAIN rg �\ / 1 �' s g2, 3 I PROVIDED PARKING I ; tom: F O `�Q � WITH H-20 GALVANIZED TYPICAL SECTION \ \\ / I '1Q �.4 , ti 2 r I REGULAR SPACES = 25 SPACES ``\ I I gQ 9,5 R/� jrO , ` ,';P: g� j RIM FIC 3R o AND FRAME I 9� HANDICAPPED SPACES = 1 SPACES \ J�\\ I gs f "„ ° �" ; -� „� .:f j „ l �0 TOTAL SPACES _ 26 SPACES J� \\ �6 s INv. _(91.14 I EXISTING FINISHED \`\ �� j SUMP = 9.10 L D-1 HAND/CAPPED PARK/NG DETAILS \ \� \g� f / g��� .� g3 FLOOR ELEVATION =94.20 NOT T \� S6 i i s r f' l ST�RIAGE 6 ---- 0 SCALE �� \ . o� I I \ �, ! s3 STORAGE STORAGE - PLANS PREPARED BY: &, I -,-,, (PROPbSED) 19,�1 7 (EXISTING) or under the su envision of, t ��N r' DISTRIBUITION / , \ \ gs�, Y Q = 5 j ROOF DRAINAGE SHALL BE R rS, la Z / -•. ,�j / \ 9 ®4 / 11 =` a °D "� r, fk y j DIRECTED TO ETENTION 193 07 lyq I c/ S / ) 4 /6 at ,K POND P rF,p (EXISTING) NEIL GRABER RCE 45194 EXP 09/30/06 11 \9g SQ v . r`11 1111� 11.;I MF NORTHSTAR ENGINEERING / 127 0 � �0 8, ' E 0 1'I PROPOSE FINISHED I- 1cR i / s\ ` ` �, -y ` ; �® ' ��� ; �0 9°i�'�F I I FLOOR ELEVA ION =94.20 \ 1 I / \\ ��\ 20' ---pD j : I "2I 1 9346 I g� I . r � \\ 91.00 / / I S APPROVED FOR CONSTRUCTION: \ \ \� ti' A 15' ' INLET 4" PIPE J,; �.. \ `\ INV. = 91.00 ( 7, -Psi .111-1 8 PIPE \' \ °23 \ - / ' I 9 +?S• .11 / • og INV. 91.00 �'� \ ,,\ � �? j i � I Sg 399 *4 ( ERIC M. TEITELMAN �` ' " .�\ �s3 0, l • �I� ! 1 � m � FR �, DIRECTOR OF PUBLIC WORKS. 9 -0 MIN. 8 -0 MIN. THE ABOVE TOW AWAY' SIGN SHALL BE _ _ •:\ ')" 93 FT I CITY OF OROVILLE In el VAN SPACE POSTED ATA CONSPICIUOUS PLACE Al �- � _ \ \c?O V" � !j I ` m� j 6 F'P 1 CAR SPACE THE ENTRANCE TO OFF-'-STREET PARKING. � _ \ \ • .; I I I hmm r OUTLET 4 PIPE . /1 92 � I L ,pOo.k THE 70 SQ. INCH ACCESSIBILITY SIGN SHALL CONSIST OF A PROFILE VIEW OF A WHEEL CHAIR WITH OCCWPANT IN WHITE ON A DARK BLUE INV. = 90.70 ,: � - 8 - 3r" 9 J BACKGROUND. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL N' \ ., ` Z q/ti i 9 FIRE HYDRANT LOCATIONS APPROVED: BE MOUNTED ON POSTS AND BOTTOM EDGE SHALL BE A MINIMUM OF 80 ABOVE ADJACENT WALKING SUIRFACES. - 9 975 9' _ g" - _ _ _ _ _ _ _ _ _ 72 DRAIN 2 2 ?O7 ------ _ -2��,� __ r-�`� .�_---------- y� ___ - _ _ --�-^- zi -- -_ _- - ._ -_ _ _� r -- __ _ -w. __ __ - -J -- __- - RECD-014 . - IQ :Z�­ - -=-L. - - ---��- ­­­�>-!! =� - <-== =,4 a!!� E�E �,,e-:= ---,-' -- �<= ---- =<- <- -- - - = < a I -- - - g .- _ - - - - I 1�o� -_�1 � o , R - - - _ x --�-- - - g ___-y -DAVID W. PITTMAN QsQFE$$/0 , N 62 96 r °j -96 C'85 FIRE CHIEF OCT 2 1 2005 ��--��NSE #13� CITY OF OROVILLE ' / N- 4882.62 , ��� A• �F �? 2 / E- 5181.21 y �\ tiZ Designed. NAG/EAL Revision Date ByL 1, ,Y.OGIODEJF1 ,� ,.larct�On Dave No. 5194 � Drawn B - � � r • SLATER -�- SON, INC. GRADING/STORM DRAINAGE S 30 os Y EAL C(tf r SHE * � r• :�, fo nia 95913 T CIVIC- �`� Approved:. TF of A`�F�� Civil En ineers..Surve ors gone: 530 '393-1600 Fax: 530 8 - 600 OPHIR ROAD ALL METAL9 y f i ( �3 2] 13 SUPPLY ADDITION Date. 9/25/05 Chico, California web Site: Iwww.northstareng.Corn OROVILLE, CALIFORNIA Job Number . Scale 9= Is. N/A Sheet 1 Of 1 Horz. Vert. _.. -_ --_ �, - - j I I I 1 2 3 4 ( 5 6 7 8 A B C D 26 GA Raised Panel Roof Sheeting TF D C A New Construction Existing Buildling I I I I I I 9 J 12 13 14 E 15 C, Existing Building 4nn' en I I — 20'-0" 20'-0"I '�20'-0" 20'-0" — 20'-0" 26'-1 P.O. Box 396 Chowchilla, California 93610 800-574-9484 B SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS. ANY OMISSIONS OR DISCREPANCIES IN. OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH C CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER T14AN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. D ALL METAL SUPPLY 600 Ophir Road E Oraville, CA i 26 Ga. Raised Panel Metal rrr: t`J Roof Sheeting J Drawn By: ?6 Ga. Raised Panel Metal Checked By: S. Thomson Nall Sheeting 10/4/2005 REVISED: CROSS SECTION AT BUILDING LINE A SCALE: 1/8" = 1'-0" 0 CAOur ELEVATION SCALE: 1/8" = 1'-0" 15 M600-1 OF SHEETS M 16 M 1 2 3 4 5 6 7 8 6 10 11 12 13 14 ELEVATION SCALE: 1/8" = 1'-0" 15 M600-1 OF SHEETS M 16 . i 11 11 1. : I I I I I I I � 0 — I 1, — - i 14 - I CONSTRUCTION NOTES 14 14 I 14 11 14 . . I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF OROVILLE IMPROVEMENT STANDARDS AND SPECIFICATIONS. (APPROVAL OF AWL I A i ,, CITY DIRECTOR OF PUBLIC WORKS OR THEIR AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS ,mdmmd mmd _C__A � I . POSSESSION PRIOR TO COMMENCEMENT OF WORK. - 2. 11 1000% k a I I I I THE CON I TRACTOR I . I � 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AU UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. SHALL BE RESPONSIBLE FOR THE LOCATION OF - I r � r L r .. FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ;ON THESE PLANS. THE I . I I . 11 . I . -2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. L , . CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642 3. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK AT ILEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TO FPLACING OF IMPROVEMENTS. I I I I r " ,� I I ,!11 I . � ," - I 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY O)THERS. L I : . r 5. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL NOTIFY i THE ENGINEER FOR RE -STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES NO ILIABILITY FOR THE COST INCURRED : --------NSE 5#2 � 1 1 .- I i• N- 90.12 FOR THIS WORK. . r A;07 r I . - � . E- 5000.00 ll ELEV-101.44 6. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING / I I r 1. , � � i I I . ACTOR'S EXPENSE. �. SITE MAP i . 'L � I CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL / r I I 1 7. ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY THE CONTRACTOR. i . . - _ - - .11 - /_ - . - /I / - I - . - - - - - - - — - r .70 � / 70.` 0 70(2 . 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. 10� `16 1-1 __� , 197 / .67 ( 115� I,- \ "I I -11 / . I 9. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN "I I . \ z r 1. I 'r I DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY 1_� 1_� / z - - - I/ z . I ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2. 1973 AND CAL OSHA STANDARDS. I - - - - - - __ . I/ . ' "I. . I .1 ! 1- I ", I 17o,� 't /I t , . - - -9 1 I I . � 707 6�_ - - -0 170 �,�� I., . r - , . � 70,2 -1 IQ I " I .j j U �? .11, 66 OPHIR-00ADr ,>, 1-1 . 10. IF, DURING GROUND DISTURBING ACTIVITIES, ANY BONES, POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE 1 �_ __ , - _� _� -01 / ;2,> I I I ­ I ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND :MATERIALS BY A -I,&-, - - 01� 7== _= - - - - - -- I/ . -1 . .1 ,,.,, . INSTALL CITY STANDARDPROFESSIONAL I -ro-- .07 _7� /- - - INSTALL CITY STANDARD - _ - - I r � - I . I �:�, 70 � 7 .. I . I/ 9 ---_ r, i FIRE HYDRANT MS -05 ) I-, �-V,> --Y---D* ... I 11 —101 k� 7 � FIRE HYDRANT MS -05 9 - - r ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES , -_ 5 �_ NO // ,­ . j � �� I FOR REVIEW BY THE PLANNING DIRECTOR. ALL MITIGATION MEASURES DETERMINED BY THE PLANNING DIRECTOR TO BE APPROPRIATE FOR -*,---:----: - - �� —7— — — — — h7 ,I I /0 -�, �� - -18" I .01 -_ / - � THIS PROJECT SHALL BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIST'S REPORT. __ _t�Z7 - - - - - _\'Ob�,, .:i� . . .— . --' . / * 45,-] 7--.=7 t � /_";, ./ . — - _. .. — .. ��_ - ' " N, I . -?�� z N, z , �_ _- AF^ -_ 1:3 " f �OZO — , 11. PADS ARE TO BE COMPACTED TO 90% RELATIVE COMPACTION 1. 11 L- I - I � -_ � '__1 /".- �11 P� � ,�- - .1, - , - � �� -_ ��, I r � __ . - . '- _r - — - - — - - - - — - - ,­­ _ 1� � O.� -�.�', � . , , ., , V --m j — --- — * - r. , .i , , __�: - - �a .,,- `6 _ __ _ - , -_ �� 1-1 ' _!�' ,6 - " 'Yd6,0--, " \ . I / I , - I � - — 61 1_� 'O . r � T ­ - �, . .r I GRADE AT THE DEVELOPER'S EXPENSE. , � .73 .1 I l . j L _. ". , , -'r , I ­ I I "' /`��>' - - - - .:, � I 2. EXISTING FACILITIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED TO --.,, 6d ��As ..�_�- - - I '/ - - - .5��, W . ,� I / 7 -19, � .7, _�-11 , , I I I ro I / r '�_ I'- ­� - � ) /_Q Q> Z��, 1 13. ALL STORM DRAIN PIPES WITH LESS THAN 2' OF COVER SHALL BE BACKFILLED WITH 100% AB. I i ./ 0 6 - ­:,- r " � 1, � '­;,:'. �,` I _Q� 6,7 \ EXISTING DRIVEWAY; ' `�" ___ I r -­ r ­ 1 7 � .. - -__ . .1 ;., I flYs . - . .6",",, _,,,,','n-1. �1, , " . - - - - , �' / I ��e ��_ _ _ _ ,:� . . . . . �' .. r. " �._,�'.­..,, - . � i �','L� 7_R"'- ,,�,�--,M,R �,-, �­ - . / / 11�6 . I . � _ 6, ,,, r , I , A I - � I , , ­ __ -1 -- 19, ------ � I I _ _ r'. _,� I , , I \ . 1�1 � �C,,;._ _ _ - , � � 7Q ��� , , _­ � r �, 11 . � I . -, . .r. �. --l.-_'._�' I � I _� . ,���I, _&_­ 1. �' �. .�.­ . -- , - / / VERIFY EXACT I I 01 ool PLAN ­ d9 ��, !, . . . � . - I I , � �i ...... ?­ - . I ­ ,- I ­ 1, - � , I \ 6j - 1�'1115`6__ A ­ � �r C9 1 � ­�::,_-�"::. Z, I I --�� 'i DUST SUPPRESSION I ­­ '91 ,LOCATION I i,:- �, _ � , "A -1 -, L. I _ . _-_-, 8 9 61> , 1, - � 0110.11 , _�LiK, I I ­ "I _ � I q " ,�& I/ - - \ I 11 p W 1" j / / ,9 r - -Ac)3.0 A 1, -1, ,/ \ 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD ONTO STREET SURF Wp - 'I 4 ; n� � �­%­ ":, -,� ", '. r , �-Mlr­ - ` \ - [INSTA�LL HANDICAPPED , _5 �� , & . . � _ , , , � � 0 r, ­­.�,� % - - \ i ,­�!r ­ r, 5-, � -1 � � - , '':` I . ,; I ", , I � ,�'_,, ..' ­ - r ___ — __ ,_ L, 4 _,­'­ � ., ,- , - .11 ..- , I. '>', .. - �_ ..;1 , I . r_9 --I — — — — . 77 - - - _ �� _ -, �'��­ jj�"� " � k',� '' , , � . I / / , 4" , " .. I '' . _ ,:, 'r 11 A-ftl -,I-,-,,- , ��"_.'�,_,_`, �r_"'_�'L�, Y;��r"'r . "" , , * .� - -.,-,_--­­­ '_, I , � � - .� 1-__ ­ - , - _ � , , .. I I I -'''�.__ '_ r..,. 1. 0 �. _* - '1'1�1 "'�­ __ n \ , _4 _72��' � AND DUST CARRIED " -V ,� , - " ­ __ -, ­ � r, 5� � � - -�r lx!!�­ ,� , _M "I', __� - *1111 � I 1W " F_�� 1, , a �4 �, -_722'�___'�r _2 , ,_r��- . _ - .- - *P , -',' � 1, � ,�� � 11, ,,,, I . j 'rr''''��- - . -, , 1_� . - _1% 1_9 ,� �' . ,- � I �' " _-T �', a,�j - -_ ` 1, . CONSTRUCTION VEHICLES. - - - _`1 I I rr ,_ ,1� A4 __ , , , I -Yr, 1111'1m',i!�P L_""_rrr , ,(�; T ­�­�* , , '.. � , j ,"L "%� I -i ), -1) 1 - _25 �._ _ �"---rr,a,', - I - - - - - _0m- - - � �� , , - - ,>0 r - , _� � : r., ''r, r r_ I ) ' - 11:,,," � ­�­`­:�, . �_ - -, - . .. t �� , ' - - � , j, -1 / I a r ._11 - - � : �10 . 'm . ,� . - . ,V 11 711��Q,,� - _!, � � � �!,, I , ;�­, ,­ 1, , � � I V :,:�,�_ � I r _,�%,�­ " ,,, I (DETAIL D '_ " -r-_I,,L�l._r,�'���-��'-"",�".'��;�L�.���� '1� _ �W."'_ � ;-�t�� ­,_,- f - , . I � N ,1',�' ,, _ 4 ­ � � _� �7 L, � _ (1,\_ \ _� ,,r'? � �",�, � L / ­ , "" �, - _f r ,7_ (, / - � ", t " , .77�� � � ,.. , . , , i �, �, 1. . I ­_ 97 � I - , � I I - I r . � I 11, _' rr � �� . a - �� ., ­ � , '_ 11-t I �, . ­ I _., . ­ 1__6. _� -11 4 . � . ') '_ " I'll _1 ,�,,,,-*-,-''�-f �� I I rN - ', " ­ r , 0 �� �_- V 2. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT WHEN LOADING OR UNLOADING MATERIALS. , , _ "I _ � , � �_ _ , �,:�e� _ " � , / I :'.1 �:j " . - � , /� � 7_Z � 1 23 1 , z -1 VID a _ - I I - ,_, - ,� r,��,,,��",-,,,,'��r'�6l""", - •I , ,_ � � � , ��'11,1­14_111 - .. I - I '. - , I , 11, I I V;�u ,", -, ., THIS PRACTICES - r, ,� " , , r ,­.."- � �� I 1� �. 7 7 ;, -1 I - - - � .- . ..,:,. . ­ , , BE CONDUCTED AT A MINIMUM IN THE: LATE MORNING AND AT THE END t - "' ' -,,t -_ " . . � � I: ��Z, - .� . _ �, � , A'11:.. ,�L -� i , � ,,­ , , � I � ,��' '��I_��_- � . , I . - I - -,�_, �_ I.,� I , �_P,;_-Irl.,.�' �­'_ , �, _� � I 1 3. WATER ALL EXPOSED EARTH SURFACES. - A -,' `,� -_-"", �" - __ - '-- ,: I , " : , I �;ffi - I �� �_ 1. � , , , ,, � _ . , I - ,PED �,�. 'I : ., 1� . I ', - ­� � , _: " � - 1. I ,,�­ 'A -;_­:­ �,_, 4 " _.,,,..r,l .: � HANDICAPPED _ , . I - , . , . ­ r. I.- .� I'— _. I - A - � ",__ -­ _ _ . '32_: ". , �_ , - ��Ti'm�­ U'-,- ­�,4 _' 1�1,� - '' ., _,.,,"', - , -1 - � . - r , I � � - . ': - , ,I: � ".. � -, . � � � I � - � " ­­ .1 : _ � I I , ­ . . . .. � .1 ­ I , '�1'11' '. �, �i, 1. I, _' - _V4 � , . , , z 1,� ,,, I � , � _, - : , _,� , : . I I _, ,�,­'�_, � I , 11 ­ - - %�.­, ,­ "' I— '. , , . '; _. , . I � .. , BUTTE COUN I I I " I ,'� _ _ I , --- ' IF -, 11 , ­ � / _. r I � 1 '// 1� \ 12 - �4tr ',',$C,, , ,-", I - , , " W11 _ 0 - � , `z, - INSTALL � � � � - ,- A�,,� ,,- , TY AIR POLLUTION CONTROL ".. r, , " _� , � ,� .1 , IDICAP _",� � � r" r , , - , r , r ," N'� , , , , , , , , , "!� , , , , , , , , , -L wm - ,, , ­ , 1� / _ -- -12; - kk "T � . : - i�A 4� ,� 1, ,_ - " , r _ , I f - d5:� .1. , N I " � � / , - � " "*T-,,' , �_ , , ,­ - , . - . / I ,�,! _ _ , _ _ , , � - :0, � _r, � , ", W, " ­ _ �' �_ \ X&_ _-, _ I , 'p�/,/,/,///,7/,/,��,/,-,�/, SHALL INCREASE IF REQUIRED BY THE BU /, � OF THE DAY. FURTHER, TH , �_', , - - __­ � I / , / " - - I _� � ­% �`­x,"' g ­ . ` , "' � . - 4zir-M . ­,�i�'-�'r .' - � ­ -, , , , . � _ , _, � _ - G 7" r'! , � - ---- , "'' - , , - - . %�,��"`,%,---,,%,,� ---",-t �� r ", -_ I r , �, , I , �, I , -,, r -r NZ, .,�_ ,� �". , . � , , JPA _�zz/zz/z/j " � m , 'n&� ".L �,�­ � -1 _0 _,� � " _�� � , DISTRICT AND " , - - L, " .. ; % ­ � . I � I - ­ _. r- I—, I.. - TI -10 . � ., _1: - , I '_ �,�_'­,;_ �_ - - ­ A /OR CITY OF CHICO. I I �P_I,w , L , ­�,_-,4.,,,L­%­­ __ , 96,.,Oz,­_,-.- -- - ., r. �A, _- - ­ I . � ­ , I I ,9,�,q , ,,. , , ,,R,�, , I _ ­� ' ­ - _ _t � -, ­ � -- ' �',­':_,,� 77 �_ RV � � � ­ r .'. . � �. ­ .1 ". , JVZA'S', " 19 ,e"5 - , , \ " , i , -, - 11 ___ i 1-11�11 06 � ", �v / - - ,I I , ." __ __ _ "' . ,�.' - , -, _. ,�� I P. ",I _� .. �, - , 1_. � 1- � " , ..- � " ,1, I I .- -:,,- I ., - . - I ., -: 0��r�_� , . I __ rr , � _ � ,�� ­, - 1, - ­ �, -.-,- . TIES SHALL CEASE MEN WINDS EXCEED 20 MPH AVERAGED OVER 1 \ I I I �; - I ik q, __ � , � / I - . . .1. - - � I �?/_ � ­ •- I I •- I 1. - 7_�,­� .. I 11 Q I -1 11 - , r L , , " �1 `7 ,q - I .:'11 ,-_.-1'_11 -, � I �, � . � / I "� - - ,:.1:: I 1 �_.­, .I.r �, - -, " " , . " - - � " -, , / I . - ­ I '' - 4. ALL CLEARING, GRADING, EARTH MOVING. OR EXCAVATION ACTIVITIES J, ,1 ,� _ _ , ", - 2,,_--`, i � 5 - 1. �� V, HALT I 1 24 �, . 0 L - � �, �]� , - I ` , ' I W ' - - , ,/ . %, , . �L , 11 � 1`i:�:�,_ � 1�_e 1 - , 111-1_ .. -.��:� ' ___' 4�11�11­__,,,','-, 11,­�,�­ I. , I - I- . � ­­ . ., - -'/ ­ �_ , ��_ " � ,, r,� �­., f,,,___ - , , ". - � � �. � _: , - - _1 - ", , - �r -,' I-, Af. 11 1,1 ". 1. � I , '. ­ _.� , � . _ ,, ­ � ­ , _ I ,­� r'­',�­,­ czmm�',_�'I��L", ­ . ­ I.. - ­­ "..".- � I- . � lr�,"��'��., ;��� � _!� � � r, � I - . ­ � .,;, , , �, _&� HANDICAPPED STALL HOUR. �� I - - -- r 'r1,z',,`- 'i� 1 _, 1, , ­ . -7- CONCRETE IN ,­,_�"L 5 .1. , - , � / - _ _ _ ,:r' ., � I �1, �'.. - - - / '. �_ \ 1� - - - m � ­ -11 ­ , - . I m � _14m,,� I, ,� � I . . a 0�_` ,7 - �, _., ,. " r , ,� : �. 1. ,.-, �, %_-_ 9 . i .,�5 � EXISTING PARKING 'r , �!-7 ,,-.. I I " ' ,o,r ,", : 9 - . -1 __ __ . _. - " , .... . , TION OPERA110INS SHALL BE MINIMIZED AT ALL \_ ­�� 1, ,i,�Af,', , " , ".1-.- , - .) r ".:, � I ­_. 18 z - , , � � � I r ,_ - � , - -1 11 � ­ 11 %. - , . I I , � I ��;_ "', - . /_ �� , 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION 1� " - " I - I I.. �, I I . � I I I �­,,.­­­�;k,J6 1� - ­, , I ­ I.'' - r, . - z r , _ .6, � � ". 1''. - - I.,., 7, I i�.- � --.,, . - 1 6 1 i ) - ' ' ­ �11 ­ , .,. - " � � r'- �, -�,, I.,, ��:!,-;, , - . , � - * ----- , , _ _� " - , 6-1 ­_ , , , TIMES. C14 1 / '\ � 11� ��� _ , / � . : , "., - , I ,AND LOADING AREA 1 25 ' FOR RETAIL ., 'r I 11111��,� �� . �. - ' t�, -, _ I . � ��,� - . � �T � � "�,'�."' -..;-': 'I r�� �. :. I I I 0 , , ­ � , , - � � _ _;� N 11 � � � " " � I . I \ r � .1�, , ` .` ___ . 1,, I" ,, � , , - � � . , -1.f".'r ' � '��r'�r - � - IV � LX ' r. I. I ---,- �m - -, 111", - I , ', , , . , I � ­ I , _, 2 � , � '� . � . . I - - - , ,. , . I , -J? 5P �� , , � . � . , 11,�,,� , ,,, ,, ­ _7 ­�, , _ , , , - - I - I . , "" ,g �� �!, � , - " , TIF, ;1, , " � - : _ ­ ' ' %. , r I I �,,��­�-�,­rA�� ,,_,�-� - - r _' . ­':_,-%_'�`�/ :­ � CONSTRUCT TYPICAL , _ � � - , " -,� L � - , I .',, ,Z,1- I `�"M2 ::: . '. -, , � � - _ " MONTHS SHALL BE SEEDED AND WATERED I , I I I � \ " -, _ - - __ .� I / -, " ­:.-: . , I / �\ 1: I - I � - , . , L - 6. PORTIONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 , __`,�'M__ - , , �f . � ". �r '' �, � '. . "I .. � - I_" � � I . I ". - ­ , , e��. . 1, . - . , .. [,_1,9 '- _r - " �� , ",� - : - , . � , I , _ 1� . . � . , . ., _ I _, ,�6_ �_ I 1 ,,' �_­,_V` 11'�r,�' � �,_, P / � , ,.- - - '. - I I , _ 11 - 4, � �.*.._ " ��_ ,, ... , i, . , ''. ­ � � I r. I 0 1p L_ � . . . . . . . �, J� I ; > �: "� - 23'- 7­1!��, . : � - � L _- I I � � �' I . I ..,,- _r,., 11 , , �., - :-:,. %, �­ -1 I ? . I ,r _­­ 14 _$­ _� �� ,:-,-:,-? . , . f_,� �, � I . . � ", - .,�_ ,_, '.., � _' ggg � ,_,� - UNTIL GRASS COVER IS GROWN. �'_ 144 ,- �"' � : r, - � 1 26 -, ,; �A,­�z . 1. _ " HANDICAPPED PARKING SLOPE , _. I I 1"99 , ,� kt " - . . ,�. � . ,_ . _ , 11111111L", 11 ��,: - ­:.". . , I-- � .:�,.�,­, . � ­.' 61 , ii�;;�__ �*��;���­rr,,,, rj� . . , - 7�_ _, - .- ­... '_,­ .... — � �11 , � - 7��' / \ � __ ,,,,,''., ,,!V,r -1 �,�'��;;;��rg "_', I �, I � .I.,. r .. - , , . - _ , , I 1 ;7.1 �, ': ,":; - -r� .- - .1 ,:, 4_"'_'.,A , r- - I r- - , r I _ 7. ALL ON-SITE ROADS SHALL BE PAVED AS SOON A , _ . ; - - __ ­ I . I ­. �'- �:�,:- � -,. - e , :, - .., ,,, ­. "�L," " " .1 � ­ 1, " I . .,� .,., " �, . 1 '6 " - ", --. - , �_ , : � TO BE LESS THAN 2% IN ANY I I I 1�1 , Iq : , . ;., " [___ , 1 - - , : - - , ,I r ­��, � , I , -,.,r I � , � _ ­ - : " '95 DIR _-C_`-"' - � .� _ ',,,r '4_ ,� , � � _ ,.­:-�---*,. �`--­_'-'­�', , - - � � - - ­­ L Vr ' ��,r� -­­ ­.... . . ­ - I . - -'r , �, �.�� - , , � . . - �, - . - / _­.�.".", - - �, S FEASIBLE OR WATERED PERIODICALLY OR CHEMICALLY STABILIZED. " � I ,_1 L,, , jgla�;�,­ m -0 -1. .1� 1.'.'_-_ ­­­' - O�' ,' . , - 11 __r 1 - � I I - I L. CTION (SEE D ., i_r��, I. - - __ ,�-,�s �-- �., . ­�.,�­­ ­­, e ,%, ,: � � � : _,rj/ . . I L & -, I A! / " � . I . � -_',�'�'_` :', ., !�' - __ _9j 1 , � ,�r I ' � _ _� J kls§ "I" - 11'. , ,,, ­ � ,SZ ,. � ,. ,. ,. P - - 7 1 "',� � I , � � I , ': ,,, � . 1­� I 6. r � x ­ � . - ­ ,2 . ,', ,, - � 5 4r _� - ­..!,� I , ­ r � '! ,r - . I , . � I - I .'­ . _ - "' * 196 1 - , , , / . I � �_, .- R-7,-1 .,_� . ` �.,:�:�, , -�,,� ­_ , � � , . r. I �­,_. __ r , I ­ ­ZIZ . , - . - ­ � -�.: . . -, - .1 , �7'.­­. - . , ,­ ­ � , , , " :' �' !��._ t.. " ­ �. 1, r, �, �, I .- ­. I 1. . I �;'7, . ­ _� _;!�'_, - I - -I � -, . - " --'- '- - r �11' � - r -�� � I ­ I., �', ­... ,,, 015� N 8. THE APPLICANT SHALL MINIMIZE CONSTRUCTION RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION EQUIPMENT ENGINES IN 10 __11 -j-,-, i0m I - ) � _ :, I r _' _��:�_ �`,,,,,�,&":,',,� _ I I � , �­,�,:- - � . � �, � ' '­­' _ . :" r , ,__ - - ✓r, 4"�K,r ' . . , . . - ­ _'11", - 11 _. 747� . � --I �- _­,�'j � W��,�, r . _,* � r . , - . " _ a � ­ ­­ "'� I'll � - .... I ,24 � L-� ` 40-', � � . _ �� � -1 Wr_ - � FN ( - . � ' , , �, ,�_ ­­­ � , _ W2 _7F- -Z_,­� 1", F, r rV-­; �"'L . I , . GOOD CONDITION AND IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND DURING SMOG SEASON MAY THROUGH � � , 4*�� ­r�r­ I " - � ��� � I . .-1 I I I I - . , - , , - - I � _� I , I , - -;, - - e I'll, � I _ - - _ ,­ ".- -r- . -�' " - � ,W " - - , . ' _' I I ., I r SZ�jj�r, -�, -, �­ � ..,; ­ � ­ - .., . - - " r6. - ­ ,'. ­ � _11� _-.11- I 1. I 1111.. - __ , -0 ­ _r , � .. , "? -, .. - --� I S, ' ' , " �,­ " _ _ L ,.� ,rj,� Z,,,,-, _­,­ I ," _ I .,_.,�: ,,,,: . , �, .� � 1, ' -1 --. 1- � I � Z 4 _ I 1. , -- � - T - _ � �Wl I "g , , � , I _r 0 �­ -,.j.; ... ... - " , .... �;,, r,,,, q,, w &- _,_`�a , � _� ......... \ ,,. 11,�� � � � "I.- _ . I � - I _:: , , I I . � " , I .� I ,� ,W ' ' '_ " _' ""' ""' _- ' "Ir '� .11 . � I I .. 41 , . " X --1211 _? " . � �,,� . - ­ �. - 1�z, , _ t��, � 'I '� ­­gmn � _.. I ,�, - - ,� '. , " - -, 1, . - I - � ."'. _­ - -, 1 ­ - I - I - . *;L. , '' , ' 1. , -11 � " I � , 11 ��:_, . �, ­` i � _ . �, __ ­ ­ ­ _.�__�,�,,­ ` - , / ' r - .- � .""'. -.-r- ._�_ � . " - '711 OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. - 1��, R, __ � I -,.%. �, ,,T-,-.?-, ,� __4 r � ; ��, _,� _� . � ; / \ 9 �1­ �T�,_'­ �, " '­ _'��, �, , , - , .. I . , - ­ -, - , - � �r - � 7 I. 11 I 0 11 __ , " ­ _ z r - '­ , , - - - I _ _ - ''. '11", , --,- ­ , � _ , � I AN f , , &�' -'r, , ­-, ­ _r I . I'll Z A - � I L".�____, Z111, 1�171�1��l s 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. \\ \ _ �,­,,"�,%,.�� �_,ma,mk ... . . . � , , � ,, �,;� z ,_,_ r- III -1- ,, � � j , " �, Z � _ L � F-1 i t", 7 /ft:- , _ 1 __ - r , m Tj m IN I " �' , Imm �� IM I I F1:2) I A� 11 1;1m I .t' 11 I 1! En �j I ymm ed , U L � � �\ - - I a� O& q* 71j , P . I' IN) I I sx- 1� 'IV ,md,d,KiiJ1;i�U W � I i _K _ r �­ , , - ­ . ., r .. " 1. _. '; " � 1, ­,­, - , . _ ­ .�­ � .-" ,Q �­44'--'& ,*__., _ — — , - - :,4, - , , - � - - .: 2 , � - - �- - -�- � -, _ _r 10. RE -VEGETATE CES. THIS SMALL BE COMPLETED AS SOON AS POSSIBLE TO' REDUCE DUST EMISSIONS. /_ - - 7, ' !, 1z I'll . . , I' - - I - I ,z, I � , - I I .. ,- . . . , ­ �` � I r, 1-1 1"'; 4 _��, r ��-_'��_"" "01" -` ""_'_�­ - � �_ - 11,1�� , �7 � � , , �. I _­', , a * - a 4 -"'- - ' r- .' - ­­­ 4:' � _� 6' \ ,_ - C , 1, -, 1, � , :r� " .­ I � I ? CL��' - -- � % -_ ___.__ I 11, , - , , , , , , I / . 11 ,Q,,&_,,r'ig "I .... i _ , :­� Z � ` '.�, A" I ­­ , -- - � d".1 - .� , , _ � �� , 11t r , - 4__�,_, -- , " - r. THE DUST SUPPRESSION PL I 11-1_�_, , 95- ---n, -,-i, � � "I" �­­­ - - , , , 3 I --i�_ � , - i --- . �� -_ , ­, � , , . I . , q� �, ._ .�.. I . . - . .. P � - .. . I )�,�7', ,� ,;',_r, ­,v . ­ SUBMITTED TO THE CITY OF CH FOR REVIEW AND APPROVAL. PRIOR TO ISSUANCE OF A z 11 -,MI- L � 4 ' - . �_ " _f .\-,_;---I,, GRADING PERMIT. I .." �­ , - : . , - - - L, _�� , I _ - 7 "'111 ---.5i �.,.­_ 4; r '' _, , , I- � � I - � ,_ , , V--'' -- I 5z 'j , __ _--,:� ,q � ,­,-�,,�, - ,,r -- , ,, 11 - _', - ­qmo� ��-,, 1-, - �� �..:�:„- �W��'Lo,,�� ­ �& ",r.. r , - r- - � -NSE �_ _-,:�__Mwf__5�21'�­ - � ”" r �, ­__,, ;� . ; IT', � r,�.' ­ � 4 - �1' 95M_-,'.,� �;, � ., _, � _ , - . .., , ,� , � �, �J_&a­,-_ 7_1'.�. ,Q 1.�., � r - , ­­� " . , , r' - - � '. I , - - ", I � : 0 .. �­_�� , '��. _' �- ._ _ , ��.�:, "�'�­,� � . -, ,�.:_-�,` , " , , _Q 11. WHEEL WASHERS SHALL BE INSTALLED MERE PROJECT VEHICLES AND/OR EQUIPMENT ENTER AND/OR EXIT ONTO PAVED STREETS FROM N_ __ It 'J� � � I I 000.0 , � _ I __ , , .:r _ . �k . ___ � I ­ I - . li � I - I a �.%E` , - . . -r . . , - ­ . I— �­"_ - /I - ­��""_k�­ �'*X r �­ - , ,� -,7'z,.-.- '-. -- '-'-;-I I , '� ".�_: ­_ - I. � �<9 � I 1�11 ) I .-g__ y,�C,__ _, ,5", , , � - , . -, r! �Ie r' 4.0 � - 5000.00 - '�-'r­ 1'-'�r ... �, ,� ,�d, -, -- � ,,:- _� � �1, - - N`,I� _�, "', , � " ". � ,-, '. _. . �,,­­, `_',�,'­, ­, I I r E 'I.,r , , 1, I \ , - _ - 11 ., : 1. ,? I I UNPAVED ROADS. VEHICLES AND/OR EQUIPMENT SMALL BE WASHED PRIOR TO EACH TRIP IF NEEDED Tor �CONTRO� FUGITIVE DUST. ,(39�O I � -� , � � z - -v - � , . , .- " : �;__,"r , , , -­: - . � _ I I rr, f'r , , r, ...__ - , _. , _ ., �� ,,, - , . � . .1 ­_­ I.. : .1 I I 11 , , L , P1 P'k/- 1 no nn 00 �-; � �,,� ,,�,-,� - . , - I I., . �� I- ,� , � , 1 . . .. T : I � . I . . , r _­­ - ' ff- � ,­ � , L � I r � �� � � . I �:� . .. - 'r `� - - ,..:-,. ": - " `,, � " *, * ,�, . : I ; � , , , - - , L I i �m ,,,J� 4K_ _ I _. . , , - I � , , 1 . r ­, r",_ f � , 1�. I , 1. . . � ­ I - - , �W, _ , " I rr 00KS,..CONCRETE-1 __% . I � '_ - '. _­ ­ ; . , ,.- ,`� ,,­­ 01� ��t _4�� � __ 1. � _L � - . , 1, - " ­\ ,-L.-I, I 1. .1 r _ �:::, "I ­ lrl_ §., r, :� , T�T�L - .0 I . .1 1. I r _� - � � " :---, _�, I ., I I , � - -OUST COMPLAINTS. THIS PERSON / OO/ 1� _ ,r, 0 .___.:, T 12. POST A PUBLICLY VISABLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARDING __1 "I I I , ,;� I j r"I I � r ," - � � R I ' . I _ . ­ ­ ­ I . I I .. , I I, . . , � .. ., -� - -- , -_-,_ - �, . ­ L I ,- .; �, ��-, ,,­. - - �­ .1 -: I 1"­'� � ___ ,4_, _'_. tS. L A:. 1-fj " AREA -D AIN ­ . � �. , .,'- .,-,'- I ; L.1 ,_ r ,, I - r. _,_1 1, : " '- _ "'.,,:�_r,�,:,-- - _­ - '. " " E , ACTION WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCAOMID SHALL ALSO BE VISABLE TO - __ __ �Y4­_` 4-', r . ...... _'_ - I , , " � r , , ­ I I � , .. I Z , - -':;,_� -_"-. "., , I _ I 1 2 -01 I , _ �L_­ SHALL RESPOND . . . . . . .• , __ � _ , �"­' � j,",'r " 'g, :1i I WITH - 7 ,��' ­ _.., --- I --- , I * ­/ , I I ­­ i , , �,` - ­ ... " - " " j-' . ,_­. - - 116 1 r - �r'. _, , `,,� ��, � � L� ._ _', -VANI ED 'r'l _ t .� _r '��­­\ - ­ \ 4 r ,� ",�r",_�r,,, TiVE DUST EMISSIONS,. - _, I I ��' , 11 - - - '. I -_ 01, - .: � .. - , r I r. - , � , I U r - ` 14 �,�_o�'. 1, 1-4- 2 0 GAL I I I 1; ­ ...��,� 1, ,,r I � I �, r I - - - I � �, I . - ,> -, - r �,. ,_. r, , �4," - _ ­, �, - -,_1j I" � " _ , I .6 -, , * EXISTING FINISHED / ICZN , �_ I / 1­1AW­6----i , -, , ­"'T'L - L, I 1. � zr� _�, "'m� , PIS-, T U �• LI WITH - BCAQMD RULE 201 & 207 (NUISANCE AND FUGI � I "' _-"�711'1�1'0 _14- �_` � ­`�'� ",�g, -,,,,_..r ',*, � _ _ ,� . r, . , ­ _�. I - �tgp , p 1 _4 'r 1 I'll- - - � .- I _ - , " "I - � , , - � � ,,0 ",C_.%'A � ,� �, TF 6GRATE RAM . ' ' ' I I I 1� � :. ,�,­ I __ ' r. - - '' - - � , - " -I �­,­Qr L., 1 ,,_� , _ .,_M,­rM,� - -75 !�-­�­ ­� I �_ _ 1_ � " - , . - I I - - 'I " _ � "i. � � RA:�j �r . I . ____N,1�1 .. , - � ,_i ''I - 1. ­ - /I -, �, I j; I ,9 / / �NF,f_ ,� -17 a '5`�" "'�"""'�`�L-" � 11 .. ': - , ­ 11 r - , I . ,/ . - ,­ L ­�', - , *,.Vr,r - , " ,� �.>_,_ � : - I "o'. - _ , - I �Y�,�" '� " . . , :�� ", �r' � � � q �_' ", _,� �� ", �r'_ . . � I I - , I * � ,*, __ __ � � ' RIM+ -a2 ­ - . I , � ,., . - , . 61 1 / 4� _ ,�, _ rt`� , , , r - I , - , � - r M7, , PL , - � 1. - - _ , - , * , 'T - _ - - . i I/ � I , � , , __� r r . � � z _1­­�,J�­,_j ... -1 �.. FLOOR ELEVATION =94.18 J _y � , , __ - " - - " ' ' ' I'll -1 T.�,,� : - _C I-, '­ ­ -," , rr, I 87ANV.--(;iL- 191�4 " -�'-. I I I � _ , n_ _ V� ,',"�` ' � . "-`'r , , t �� r , �� � � 'r , I � 7 _ , " � Q �" i � _" TLK _ - I r, _ " I I I - -06. 1 . %7,�' - 1� 1. I I �­ _ SUMP., r 5._, 11. � ' ­ I - - " � ". I- � ,>6 9,6 j" I I - ­ , I .,­­ -ft ­ .,r I ,, r A= . ' j,.;' r' , / 1b, J;,- �. � . . ,._, I I I I - ffl ­ Le ._ . I -11 "I ­ � .. . - � I , - , I , .- I ", 11 �� �� � I �, _ ,� ' I Mp'.�. _ �� 9� I . i I -A -W - - '­ 1, I .,_ & _ -­,--,-A-",_-,--�, g �, ,-­- ,,,, / ,-,- � I ,QA? , _'--r_,,', ,z � , ,�1111 L, ,�g;.' ,�� �, � j� , �,� �,_N " _ .t trr'�,' � , "', ' �, ., rr , _ r �,� �,L��', �,L��', , � %_% ,�� . ,,,rr , ii� _r - 4� -1, 4,; '��111(_: , , 1� _,� __ ii ��� rr r - "� -_ , � � � , .,�, - � An , I � t \ . � I ,, - I 'i,i?59 � I . I Fii,, ­ " I ­ .... ... i . . � ij - 19 1, � I '9 . ,�._. - I , �'1111 - P "­ � I - �� . 1. . I 1". - '� �2 / , /,�p I � - I . I - 11 , ., , .. I -QV � - , ­ , , �� . ��-,� IT , �� , --- ',�,=:,: ,,, - _�­ �q, * - - �,��.- " -_ � ,7 ,��� ,,- _ �1� . I I- 811 I 11,-11111- _ I - . � .. . __ I 1, .. -.1, � - .1 , , �_. -1 , , � . , 1Z Z, 1, ..�'_ -1 I , " ' ` � - I., - , - I'll . L D-2 DE7ENTION BA SIN __ i / / ,'K ... _0-1-11, "; I I , ro ,7 6�9 1 , � � 1-1 , - � I I 3A , , I ,�, �­,', I _,l-' � - , ­,'­- ­� - i I � T � - _ � - - L_, " , I �. � � ­ � I 9� . � . � , - 11 - ,.: � ,&,, . ) q',,�',j _ � I 11�', a -, r -1 . , - . , - '. ,, �. ­. I-- / �, ,_', '': 65 ".. .6 � �� n6 , _ � , _ , I . � - . �, / � - 11".""! 011 ID . , I " ��? � �6, " �, NOT TO SCALE ­- / / .., -A � 91 1 A-2. 1, ': � .. - — — :.� I I I � , . I ',��. : , " . — — I r S,,6,- 1 1, � ,� I _­ I I 1 . kb , . _ , �,�-e ,._ — dr _ TOP ELEVATION = 94.0 FT / `�A L ". "'�� - __1 � � N I , 'b * ` - - . � o- I , r _ . I , - — / 4Z5 � _ (I _ ,". " , , .,­� ,,�,, r� 1, I : . -4� , - - - - -1 - - I — Y4 1 - .1; ­ �­ , , _ ­� - I .� I' . _� , . �.,�' , I 11 L&, , -- �� - , 'y� " � ,, - � _N1 — —_ - 9 BOTTOM ELEVATION = 91.0 FT 11 / , % ��,_,,',' g - �T -p " �' - 11 . . � - 1. D LLL�,, W­T,�,,­-%, 01 I * 9 , � -Al - � _­�,�,'­ *'­4�,,� 4 - p, -r W N111 �9 1 " I __ I 16 ffi_,_,L��_ -_ , , _,W�L I �, _ % I : � : 1 / P � a- , _ " � - , " 11 r , _� �, Pr I—— ,11--,". , - "'�5r�4 . '9NIP, 4- , I 11 - I '\ 2'--* - -, I - " , , , , - - - - - - -- I , , �-k­ . �, I, 1­�,,��,� _1W U,�- 0 - � � � � , - "' kk-0 I , . ,,,� ,,1110, __�, I I _z_ _. - - - - - - 'A",- �. � K�,�, 1, "I" � - - __ __1 _�� 1,-, - il-, I'll, .. 4 1­� 7: .. 4.- , � I..' 11�_, 1, - - I ,p - / ,'_ - ', " �, � 1, , , I _� 1 4Z � M,_ 1 411V I �.� �, - 4 j; ­'� -_-'L ��, , I I ,,��_,� I I _109 ,4� . , `* " .� �, .� �, . , ,� F;�, /I / (0* %L 111- , " I N �-,�,-�--,-�--'',�",",, - 7' . I , 0- 110 _ ".4' ��W ,,__r,,".,,"_,q -, , , , 4 _&',­�, � ; 1\ _� -01 �",%,A�i", - 5p& 1 , 'I-,- " ', "� - � ,, , , - - 1, : . . m, t� ii", �-., r , , , , . . I ". , � �NWE,,� , ", _, NOTE �_, 11.1 / 19,> \ 6k,�- ........ ,_ , ___ W�1' W_`�,, �1,­g � - -_ ,6� *1 I �� I " 111�, I � � 11? -,, " � � .9 / �-,-,-_ ­ " �', ­­ " " I ­ ,�__ __ ,�­, __'­� 'I", 9 ,_� �­ ,� I MINIMUM VOLUME OF / �1, , I. � "O - � '9,� ,7,5� - P4 1 ,_ I 'Ile" 4 arl"Z31-, - - -�� ,, ' 9P " 11CA I wj& ).,�, r cc, - POND = 43 CU. FT. 1-0 I 7_L�� , # 4flc� I q_�'_�__'��­" ,- I ii � ___ , -4- _ , ,il ",,,.,,,, _'_ . I / _­., ., , ­­ 11 11 ..... �� _ I I �L �_ , ­­ � , w�k, ', 11-111-118 "_ " _§11- ­­'­­­­�', -L ', ­­��­ 011, , , 1, , -:10 ­ r * ­ �LX ,E XPZIU'�-�, -_ � ;4 . \ �4 1�­�V� INSTALL COOKS CONCRETE �`­ , - _ � � "I `,,�V-` '' a - ­�� I I 5 '­`M�1;11' I , - �, - , " _,R� , _,_,:o� �4C,,Z� 1- � ) - , 1151 I , & I z— 6' � I /\� / 12 � __LR . ' 1 8" X 18" APEA DRAIN' I . __ I 1-n - - --- . X , I i0! . , - , I 01 :9, I ___ I,_ - - ­_ , _,� = -'sTreatment .q . r_ I pir a .ROW r > I Sc- % 91 ,a 4 . 2-m—pmL�_ sununers ------ -- a . . - = I cc a Heiman a Oak �! .E . < . . mv � I � -4 B I cfjo'cr, tum 9 I =Cli-25 . . N. I J ;. ,� -C � - .5 1 15 m . __ WY . _. , 0 ii I ,; , a �� I � W '� , � : = - r , > ,4 �" - X - X - 4 0Rose - W �,�J­ z . luma, - . L gon , , I 0 ,a - m it, ml � I i `�On P .2 � 1, CIF . 8 . Oak&fe W Im"ma . � 1 1 L. , 0 j . it .. .... �. i Heights Sch. 1 1 High - _.' Monte Vi .11. /i . Cj'r, m I a M. rial 'la rte , > 9 - i . I > I i Cem. . � < � � .z 3, IV , ; - 1� =-! I . 2 Heim I L__ ___ - _­... __ - _; , m Vis ------ 11 ' ' . > .... I , Via f" CAM13 PROJECT SITE a � � - I I .via Layt 1. ; I I j Vvy r I . : 4 I . . i I . I � . ; . V ; : I i . , a. : i � ; . . a . 14IR . - I � ---)-.O Oq 0 . - nouln : - ". _ E0211 . . . , . 01 - T'.- I I. " E§ .. 1 1 i I � �t� 0°j . i . . . . . . . f - Ii. n•• , , ,;:,- -, . __ . - , ­ ... � - -1 ..... . - . . . . .7 , . . 2 zu =1_1�:5�_!�_ _'! . I : . 1-1 ­ I � � � I . . - . � - . - - - .. m - -_ .- - .,. I ... --I_ : 10 I C 6 . . . . . . . . . ­_ . � ' 'a 12 9 0. - K.seli Road ... I.;.,M. mi Lane - 1 e��01" �:t z i 1 it , I I pinerr I I ; _j T 0 f 1, r�� . . 4�_ . � . 0 s - Z - : � . .. 3 Odie Vyav I I � : . 11.ut'!h Drive , � _j 2 � - I I ip, (N.Isier ; - I i � . : P1. . I 0 - . .. I I �, . ; z im I I S. . 1 )13 Holile Ln. i ,� I . 1, V . ; . ; 3 � i 0, 16 i I 70 i I I' i . I . . f ....... _..__.._)­.­ I I > i % � . . � __._r --1.._1__-. L 01� ...... ---------- - ­­­­­ ..... . --.---- --- ....................--....-.".I . - j / . t t ,j I ; 11 . i .0 = I � .k Drive .r i In . . i I -�5 Q A - I I - . Kenneth 3! 1 3: Bohernit i Ln. : 0 Ave, 0 1 : i :; � I I Lu . 3 d 6 a I I � i . cc 5 I . -. -, 35 * r, ; , * E I I I A T — I . . I , . f — 0- Messina I .!= Avenue ,, � As In � . - , �_ - .L i ; Swan Ln. 1 13 -F, ( __�_ t 21; 0; C" i � i .. � � I � - � . .- -ija - I 0 I r" I =,1I � � I I k i \ B I I .r- C:F __ - 111111111111L @ LOCATION MAP NTS e% LEGEND 11 71,6 � 'j. --.------ L EX MINOR CONTOUR LINE EVERY 1' 315- - - - - - - EX MAJOR CONTOUR LINE EVERY 5' — PE MINOR CONTOUR LINE EVERY 1' I Lf. I , I I E MAJOR CONTOUR LINE EVERY 5' - - - - - - - - - EX EDGE OF PAVEMENT (ASPHALT) > ... >---- PROPOSED FLOW LINE — - - — EX PROPERTY LINE .......................... `PROPOSED -1 — — — - ,.EX CONCRETE CURB L, L . -----> - - —> - - — EX FLOW LINE I , .. PROPOSED 6" RECYCLED ASPHALT I .- ral. �T�� , '. I CONCRETE t I ,,,,,, - I , REGRADE EXISTING BASE ROCK TO DRAIN - L I ,­ - -' .11 I � ; . � 6" CONCRETE APRON .4; -- . �7 , , L - ,PROPOSED I I I I '9 I PROPOSED FIRE HYDRANT PER CITY STDS I _0a EX STREET LIGHT W/ PULL BOX I P'- I --;- " " 9 q, U I EX GROUND ELEVATION - ��-6 PROPOSED FINISHED GROUND EELEVATION '1-1 � PARKING ANALYSIS ., REQUIRED PARKING: INDUSTRIAL/RETAIL (32,620 SF).,, . TOTAL REQUIRED SPACES "I � = 25 SPACES REQUIRED HANDICAPPED SPACES � I I PROVIDED PARKING: I I REGULAR SPACES = 25 SPACES ' g3,,� ,_ C�-­­j A - I I - 1-1 -111 4 _ , -,7',-,,A 1 , SECTION x AR"j , <. , - - � I �: 11 HANDICAP PED SPACES = 1 SPACES , A -A ,\\ / I -, _� 4z�'qj , 20 GALVANIZED � I , ?" .�, ,, WITH H U_11­�­1.11 ,��` I 1�_,, 4 - . , , 91,�� ,%,-- ",__0,, �� .- 6� -1, .,; � TOTAL SPACES' \\ / I ,,�,­ , ��___. - ,,, _ - 4:6. TRAFIC 6R TE AND FRAME j - I - �*& , 7'" ,I, - �� '� I - i I "� , 15 i 5% N� , I '� - '�t,--,� a i R, A : - , - - J�,_ ,,,, TYPICAL SECTION I \ 1 '91 �,- �,q 51 , 11 �_ RIM = gfio ' / ­9,�', �" _� I 2� f1*111111i".- 1116 ,� . . . . . . - --- i _1'1i11"1#1't;t1_ ­ 11�11 . . .1 � V �­, ;1 77 171, � o 7, ! I "77,* , ?7"7-,Ag'.-�-�,u� 7,t77 , , , , , , , , \ ­_ " , , I - -1 � . em_,', �, _,_-­,;��­­ I 11'� I 1� r I -�O EXISTING FINISHED \ 1 "', r7,77 , \\ ;_1 '7. , " - , - _ , �:g,,,',_,�, " 8" INV. =(91.14 ­� wl ....... I ,�'­ "�.�_ - , - � , N f� �� � I , _ �` ", - , W ­ z . \\ ,�k,_Y$�i , 11"��'�'",_�,� " I �11,_­ L , I W �1 , _� - " SUMP = q9.10 ,� L , � ", , ' .- '­ I FLOOR ELEVATION I -, ,� ­_, , 1�1 I - , - , , =94.20 __` .I " - , � , / : -_ A I ­ -L 9 . fIq I__, ��l , K _- " 1�1\196_ 1 ,,,�, _IT`1�11� ,� ,r, 11��,�­,__5�, .1 ,5�, ,:�5 '' M R, -,�l----�,-�,,�"-f",--��,��,,�� , . , , I -:11-1--, � �­,­� 1i '? � HANDICAPPED PARKING DETAILS \\,\ .. *kA',,- - --- ,-q, � PLANS PREPARED BY: , ";P, D-1 ,� \\ , I lRrk �6 -Vv\* 61. d, vt - _ ,--,�, "��,, �1i - - I ,:-,, _�, , -��­�,"'� -,-",- --, , �§WkAGE - AGE ,� or under the supervision of, I - �"' -t,��,�,� _;-�-_g ?,-"',', , _­ -�,',,,­, "�f�,, , ' Em A­�,�,_ "� � A, �­�,3__ !T' ­', " , , , pq M; ­;,,,,, --,,.,, m ­,"'t, - ,* - ,� ,�T - - 11 " . I A _ �, _ Q!Q, � I I I - I , , k_'� ?­ -_ , '', _ , .IN -, . \. V I / , - _ I 't STORAGE NOT TO \ -1 I I- 1 17 611 1 / "'�A &_,_Mj._5 - I - q 171KIf% , - - -­ ­ � P6SED) ''9 IQ,. I - -F �%'." 5 (PRO 1�1 E'VIC 70 SQ. INCH ACCESSIBILITY SIGN (SEE NOTE) .0 0 .1 , I - I � SLOPES ANY 1.11 ON IN t 00 HANDICAPPED .. LLS 1ADING , AREA NOT TO EXCE X AX RRKI I& - 1, � ,� - I - I �� - -�,,,�,�­ -A-T , - -Al I "F`�,� ,�`�V_L�__I,n, N? -_� -� ­ �,,A4R,� , , �� , �, 4, _ I � ,LM--,, , ­_ � , , - . �,'�� � � I �' - � -, � ,,, , , �,�, ,, � -�` _�_ _�� I \ - 9 -, -a" I I I 111,141��,_­_ , _" m ,_ , � " � L, () ',',',!�!�!�, , -,'s , , . , �, , _�� I 1401 �` _�4,_- ,�_�,_, , I 0"'j, , , - 'N"'L�,' � �� , ,�� �_ , ,,,q-�, �>_ I - I , � . It . \ , - , ,, ­­ -1 - I : I , , - �111 , �,­1'3�, q 1 ;, , 'D -,, "" __ - �2,�,,� , - i - 111� , , : DISTRIBUITION � \ , _1 -S_ ­,MW, �, � - �-�� - 5,1, / \ \ 0 1 I -E m ,_ 0 I _1_1- - � 7. \ I -�, I ­'­ _ , ., I I � N \_� . \ ,� ",, a"_-1_ 2­11i�":11 � *11 I !�I._ �,'INA_,T ,�,­17'1" %"`�"L �� I am, "'�'7'," _ " , �: "I I NEIL GRABER RCE 45194 EXP 09/30/06 / \\1 \ , __ - �;1111�1,, " '77 , I I- "I'll, - _ - I z,�,� "I 11 1 � _,� l, k _,.�. 11 ­ I �, " I'll, -1 ... �' I - , 11 . -, j, "I D4 , / "m go - 11�6; !'__ I ROOF DRAINAGE SHALL BE 79 "" / �\ 1, -1 �­­� �­­ A I I I I I " P�l ,, , I—- ­� __ . t " \'�N,-.\ - UD ;;,,"_ 11.1 ` - . I - 0" 4, (EXISTING) .i NORTHSTAR ENGINEERING I- I - " - , " 1` -, TION , - "', � §-,% I , DIRECTED, TO PETEN " I_ P1 ,,­_­�'11e1_1 �, JIT , . - � , ,4�� X "T"",�,3M,"J, I , ... ) . -, im , - I/ �4 1 . ` \ 9-V �176 ,. --,, POND . - ml­-T�� 1, .11• \9 940 ,,,' , ' 11 , SO I , � 11'1�� 0- A I 11'., 41 -,�1'11" i - , . -, �, - 7 v �r�,,_,,��Iolk?_­­*'�rltk� �� ,,,,,,, - , ��,'� -� __ . q)? . `�, " ® t � , � _' ,,� ' i . , I / \ ? ­­, - � 11 , ".1,1: - %J 1, PROPOSE FINISHED I � - - L ��`, " -io-_ 111,, -M , - - 11 _�,, : _ I 7 �\, V: 111� , , "I, I I - / ��_� , (z ��'P`l �, ��Is � .1, 11 J� _. . !M ," - , q " I I FLOOR ELEVAION =94.2b , I I �v �, I , ,_ � & " . � I , __1 . 1� -, "I / I , \\, � --- - . I / - - 11 I I I I I X � I'D 1. IV_ — N 9i 9 - I I I I , \ -7 1 f � 9�? I . / , 43 5, , -, . � I . , � , N� 20' , ` I 1 19, _� 16 91_� 1 . I I I APPROVED FOR CONSTRUCTION: I - 1\ 114 � . . � . I ./ \" �\ 1 )6� .1 �\\�,\ 11 91.00 1 1 ,�� \ 6 1 , I / I 11 111� \�) \�_ �� \ cl� A 15' 1 / INLET 4- PIPE I .._1 11 11 I I I I I I 11 ��N V. = 91,.00 1 1 11, , I , . I I I'll ,,. , " . � I ERIC M. TEITELMAN . L: +� - 114 OUTLET 8- PI .. "I - - .99 * I ; " , I'- ."", DIRECTOR OF PUBLIC WORKS I , � PU PE ., 1�� ", U) / I \ . 9�t 'i I I ,�o . **, 1 ,9 : I I � . I'll ,q '_zl� *11 - I I - I �' 1-1 11 r ­ - � I CITY OF OROVILLE I., tNV. = 91.00 �j_ A_ 11 a \ lello I � , I ;, � R �r 1�_ IL I J/ 'I \ rl�? 411-11 .. I . I N, , . � 4 . \ 1�1 I - � 9'-O" MIN. � 8'-0m MIN. THE ABOVE TOW AWAY SIGN SHALL BE - - - - - - .�%S 1;1�1 9 (n : 11 I . I .1 I 'I VAN SPACE' POSTED AT A CONSPICUOUS PLACE AT - -_ . 1� IN, '9 / I I I .1 I , I %, - \� �09 I 1 5'-O* MIN. THE ENTRANCE TO OFF-STREET PARKING. -_ , � I I � I , 0 CAR SPACE I , - , - 4 1 . I � '9.5 � I I , _ 0_1 ` + I OUTLET 4" PIPE � I yl I - 9 1��, L I . � 1-1 ' 1 1�, - , 60, 9 FIRE HYDRANT LOCATIONS APPROVED: , . I - � ,§. 1, hm . I � �10N V. = 9 0. 7 0 . 1, . ;9 1 - ZZS, ____ I I 0- I I I \ -I_ ��V-�,b� IF 'I '91- , ;. . I WHEEL CHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE .. __ . 'r , 1*_1 , I ��F I ��­ , 11 I THE 70 SO. INCH ACCESSIBILITY SIGN SHALL CONSIST OF A PROFILE MEW OF A 1i \ ,, //v ­- . ,7,, 1 .. . , AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL 1> . -1 - - -- - - - - - - - - - - - - - - __ , , . I -_ 9- 97 11 - - - - - - - - - - - - __1 I - . BACKGROUND. , j 9 - - �9_ 1.9 . ,� 9�1 - - �_?_ _9� - - - - - - - - - - - - -- ;91 . - - - - - - - - __� �? , OF 80* ABOVE ADJACENT WALKING SURFACES. RADE TO - I, BE MOUNTED ON POSTS AND BOTTOM EDGE SHALL BE A MINIMUM - DRAIN - - .. 1.07 - - - - - - - - - - - - - - - - - - - - - - _�__ - *_ . --<—=::--- - - - I - . . - �, . - > - - - ----­��- -------­-=-> - - - - --- �<_ 4 _=__ = .__�e__ ___:� ._-jt—�- =4E_=-_-�--m-- ----<— � I - - . . . . _____=�> _. =ijk - - - = = _= - - - —E - - - " . - DAVID W. PITTMAN _;:�_'Z_ _ — - 0,21) - - - - - =,�; - - - - �91_ - - - 37_�_ X-7 - X - L �,�=M;;�:�; -_ --- --i-mi 7_)_1'_ __=-=----1s- =r,-2��_­=- �� .- — x I X = ��� — I . _&(y , 51S 1 �_;. FIRE CHIEF _- 11 -11 . 1:�7 I'll .6�� 1 Q / - - �' -Y, 1-1 " 1� 0j ,9�,;>7 .0.v I,- 96 . 0,> 96 �-� I � CITY OF OROVILLE I . , NSE #137 z I . ,?,()FESS/0,V 0 . . . O Iq , 7 / : E- 5181.21 1 4/ 1 1-17, . .. I A I \I- A. - <e,, *� I . I . n4 **, 4-- Designed: Revisibn Date By � 6) , F77 I , 11 1� .1 _ Q; IF - -,rive 'INC.' ' 'GRADING/STORM DRAINAGE SHEET NAG/EAL !"mr7w" 20"N Declaration Ur I . "A" -r ... . ... I 10, ,.,� -, -, , �, , fl�,, _,i - .I '-71, SLATER + SON, No. 45194 rn � -,,--*--r' '�O 1 W Exp. 9/ 0/06 - Drawn By: EAL U �b * — I - =7- I= - " - ' 21 � I I I . - (530) 893-1600 Fax- (530) 893-2113 600 OPHIR ROAD I , . I ALL METAL SUPPLY ADDITION CIVI �, Approved: , Phone, 0 r I Civil En-ftineers..Surveyors Scale OF C nPro 4 9 .11 I -.1 .9 I ^0^1111 I 0 t1% A 1 IM^DKII A - I Job Num , I -P_ PAM KIIIA I 06%,ft'lah I " I CONSTRUCTION NOTES .N &z.1\ , ta , , �\ , : 1p, P M)MP ` I P r , ,1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF OROVILLE IMPROVEMENT STANDARDS AND SPECIFICATIONS. (APPROVAL OF "' I �. t. I.. I I �j - Lij - � CITY DIRECTOR 'OF PUBLIC WORKS OR THEIR AUTHORIZED REPRESENTATIVES IS REQUIRED.) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS mw k POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE . *A 'ON N I CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. C", 4, N 'I L S"I T E P L A N''S" " FU" R /^ No 1 ,,b',,,' 'a U_#4 UK` S TN"I A L A UU, I T I UP I I I A is I A by I I I 3. THE CONTRACTOR SHALL REQUEST CONSTRUCTION STAKES FOR ANY PARTICULAR PHASE OF WORK AT LEAST 48 HOURS PRIOR TO . u" E "VE L " 0 r" E r"*' r% " ' S L A TE R% & Sm" " " """ COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REQUEST A FORM OR GRADE STAKE PRIOR TO PLACING OF IMPROVEMENTS. L.01 UN� 4. NORTHSTAR ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY WORK CONSTRUCTED IF STAKED BY OTHERS. 5. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE `CONTRACTOR SHALL NOTIFY THE ENGINEER FOR RE -STAKING AND VERIFICATION OF PREVIOUS STAKING. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST INCURRED �--' '"NSE #2 FOR THIS WORK. C N- 5190.12 . E- 5000.00 6. CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS DURING / ( lQ ELEEV-101.44 CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. / SITE MAP 7. ALL PERMITS NECESSARY FOR THIS JOB ARE TO BE ACQUIRED BY THE CONTRACTOR. _ _ _ _ / / 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ESTIMATES AND QUANTITIES. _712 8 ,70 ---7 �- ICI .ICC _ - - - - - - - 9. TRENCH SHEETING, SHORING AND BRACING SHALL BE INSTALLED FOR ANY TRENCH OR BORING AND JACKING PIT FIVE FEET OR MORE IN _ � DEPTH. SHORING SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE STATE DIVISION OF INDUSTRIAL SAFETY CONSTRUCTION SAFETY ✓ `� \ / ORDERS. SECTIONS 1539-1542 PURSUANT TO STATE ASSEMBLY BILL NO. 150 DATED OCTOBER 2, 1973 AND CAL OSHA STANDARDS. _ "+ I/ / / / 10. IF DURING GROUND DISTURBING ACTIVITIES ANY BONES POTTERY FRAGMENTS OR OTHER POTENTIAL CULTURAL RESOURCES ARE C3 KRB o C2S / / ICS oPHIR/IIOA� ICS 1 , _ ` _ r C9 � ENCOUNTERED, ALL WORK SHALL CEASE WITHIN THE AREA OF THE FIND PENDING AN EXAMINATION OF THE SITE AND MATERIALS BY A `'�ff3 $C`^ • IC TC9� " " -- -,-- ?-� -®/ & /�/� 9 j p PROFESSIONAL ARCHAEOLOGIST. THIS PERSON WILL ASSESS THE SIGNIFICANCE OF THE FIND AND PREPARE APPROPRIATE MITIGATION MEASURES � -- f` ._ ,�. INSTALL CITY STANDARD -- - -! ro INSTALL CITY STANDARD FOR REVIEW BY THE PLANNING DIRECTOR. ALL MITIGATION MEASURES DETERMINED BY THE PLANNING DIRECTOR TO BE APPROPRIATE FOR `* ?g� -- -IC ry _ I .e• FIRE HYDRANT MS -05 9 �,, --- >... �' \C ✓ .- -s u<, _ ~ ' ~- FIRE HYDRANT MS -05 THIS PROJECT SHALL BE IMPLEMENTED PURSUANT TO THE TERMS OF THE ARCHAEOLOGIST'S REPORT, r 2 -. • .. t I }� s / f _ _ - -- - • _ 3s C4 e ,. - 1__ I � - - -�\ OA? 7 .. - . 18" CM .. _ r . - . _ ®- �� �D . 11. PADS ARE TO BE COMPACTED TO 90X RELATIVE COMPACTION `� 'I ` C 36 CM ill 12. EXISTING FACILITIES IN CONFLICT WITH IMPROVEMENTS ARE TO BE RELOCATED OR ADJUSTED TO GRADE AT THE DEVELOPER'S EXPENSE. .E:� `e. -4* T -1C �� rC CS a~ -".-,Z •� - - -' - - - - r- 13'. ALL STORM DRAIN PIPES WITH LESS THAN 2' OF COVER SHALL QBE BACKFILLED WITH 100X AB. I / / I �0` %' ` '' . o� - 0� -` -1 "? 1 1 I V�V 1 V�y P E rC3 4 � w , I te e / / 15� �' EXISTING DRIVEWAY; R SSION PLAN �¢� s � t� f / �s�C3 � �. CONTRACTOR TO I I 9 d '.11e.g j f 6 VERIFY EXACT I I ? 1 g 1 J LOCAl10N 1 6 I I 1. CONDUCT DAILY CLEANUP. THIS PRACTICE SHALL INCLUDE REMOVAL OF MUD AND DUST CARRIED ONTO STREET SURFACES BY r' - 3.0 �} � _ 1 ' CONSTRUCTION VEHICLES. 10 C, � � 1 1 1 / �� / _ !� J 1 / i .. i _ __ PPE -_8 _ INSTALL HANDICA D \ d� 1„ -a C $.. .ti Q ', "" t g-- _ __ _ _ TOW AWAY SIGN 2. COVER HAUL TRUCKS WITH TARPAULINS OR OTHER EFFECTIVE COVERS AT ALL TIMES, EXCEPT WHEN LOADING OR UNLOADING MATERIALS. \ `l•� Ift/ / f / >:' ,. 15'.:, 3 �' 2 l 3. �Ci 9 - 0 = `97 p,-` - g G� r S. 9T C (DETAIL D-1) � ., .. := - / 3 ��ul 23 3. WATER ALL EXPOSED EARTH SURFACES. THIS PRACTICE SHALL BE CONDUCTED AT A MINIMUM IN THE LATE MORNING AND AT THE END ( u,.:': £� - _g . OF THE DAY. FURTHER THE FREQUENCY OF WATERING SHA INR -- - y ;_ I ( J % 20: l- LL INCREASE IF REQUIRED BY THE BUTTE COUNTY AIR POLLUTION CONTROL i'"F �� /..' ",'' % 16 , . ^:' INSTALL 1` -- 1/ f f :32 s, DISTRICT AND/OR CITY OF CHICO. 1 x HANDICAPPED ` ", w�.. f : :. r `� PARKING SIGN i /r 4. ALL CLEARING,- ..: � 1 96 0- f 9�4�.. ; : - g , GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 20 MPH AVERAGED OVER 1 } ) ti � : - / 1 � � R SHOUR. �( a R,�,,..y n :� l' 17 :.' ®o k 1 1 -,9 '��95, INSTALL ASPHALT + =24 II sr �4' CONCRETE IN iIt 5. THE AREA DISTURBED BY DEMOLITION, CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION OPERATIONS SHALL BE MINIMIZED AT ALL `Y I = - - ,y -m TIMES. - i 4� 1 as r-35 4 -C s . C `� q� HANDICAPPED STALL EXISTING PARKING CN I11 / xI- f �� � 3 , . Sg AND LOADING AREA 25 FOR RETAIL 6. PORI( / �' F, f 2 0� �? S i I ONS OF THE CONSTRUCTION SITE TO REMAIN INACTIVE LONGER THAN A PERIOD OF 3 MONTHS SHALL BE SEEDED AND WATERED ": u� O. 9 1 _ lE ED I \ \� UNTIL GRASS COVER IS GROWN. 0 / / 19>:1.9 CONSTRUCT TYPICAL HANDICAPPED PARKING SLOPE 26 7. ALL ON ROADS SHALL BE PAVED AS SOON AS FEASIBLE OR WATERED PERIODICALLY OR CHEMICALLY STABILIZED. I k a ,'"� < � 1 11-1. - TO BE LESS THAN 2! IN A LL 0 9 IR VA�, :: , S DIRECTION SEE DETAIL D 1 8. THE APPLICANT _ C .. r.,r I°... -_ :._ _ .. ...g , . : 9 LI SHALL MINIMIZE CONSTRUCTION RELATED EXHAUST EMISSIONS BY MAINTAINING CONSTRUCTION EQUIPMENT EN , .: �. Y, _. 20= I 3 Q ENGINES IN 2 1,_ i-. , .. , -., r9 3 2 ». N ., ..:..,: , ..: ... .. F� :, :. - : ; dd' GOOD CONDITION AND IN PROPER N._„ ., . - . . E TUNE ACCORDING TO MANUFACTURERS SPECIFICATIONS AND DURING SMOG SEASON MAY THROUGH �< *? / - 9 . - ...•,... I p , ( o �� c / S OCTOBER) BY NOT ALLOWING CONSTRUCTION EQUIPMENT TO BE LEFT IDLING FOR LONG PERIODS. 1 /i �', ". I bta r Z _. 1 I �: ;, m I -121 o 3 / _ 6 I 9. ALL ON-SITE VEHICLES SHOULD BE LIMITED TO A SPEED OF 15 MPH ON UNPAVED ROADS. 1. 0' j " l.j I f i I. 1. 10. RE -VEGETATE AND/OR RE -PAVE EXPOSED SURFACES. THIS SHALL BE COMPLETED AS SOON AS POSSIBLE TO REDUCE DUST EMISSIONS. - " -~ -- x.48 30, - _.ZP E SS ONS. - , .: ;. .. , , 2 • THE DUST SUPPRESSION PLAN SHALL BE SUBMITTED TO THE CITY OF CHICO FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF / ��,kAb w 3 I GRADING PERMIT. -' ' k L �� . � - \ 93C 4 � �-'' L 1_1I'lli �--' - 'NSE 1 M .. ' Y 11. WHEEL WASHERS SHALL BE INSTALLED WHERE # -' , ,*a ,, 32 `. -----� - E E PROJECT VEHICLES AND/OR EQUIPMENT ENTER AND/OR EXIT ONTO PAVED STREETS FROM N- 5000.00 \ -' , .,' .. - w ; _ -- E-_.-� UNPAVED ROADS. VEHICLES AND/OR EQUIPMENT SHALL BE WA PRIOR - / SHED R OR TO EACH TRIP IF NEEDED TO CONTROL FUGITIVE DUST. E- 5000.00 LSI -y' �$S; ''�S ---�g�r I ELEV-100.00 / CCC - s I t,' `' � - � `#s , . C2 a. 12. POST A PUBLICLY VISABLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARD INfG DUST COMPLAINTS. THI P R / C/ / I _ , j f F S E SON % . ,s iN TALL::.C.00KS..CONCRETE: - ... -.,:. _ - SHALL RESPOND AND TAKE CORRECTIVE ACTT N 0 WITHIN 24 HOURS. THE TELEPHONE NUMBER OF THE BCA MD SHALL ALSO -t _� �' ` Q L 0 BE VISABLE TO / ., ti,v_ - _ , "a :. ,_151,1�.>- ,>, ,, , 18 l8 .AREA .DRAIN ...:... :. w.:. ENSURE COMPLIANCE WITH BCAQMD RULE 201 & 207 NUISANCE AND FUGITIVE .- "' :a T g I I ( G VE DUST EMISSIONS). / / ;_ X14 iolr, ,V, .:;; "WITH -20 GALVANIZED. ,, . ,,g .':. . �9 / / -11: �_ TRAFIG :GRATE ;4ND 'FRAME` _ . `6 I �r / �� �, RIM 751. e,1 EXISTING FINISHED / o` `� 1 � ' , 8". INV 91 43 a g3 11 �ilFLOOR ELEVATION =94.18 a ui ,•. / 1b• � ' , � G SUMP .: 5 75 r 9 � '9Ci / - r.•:.ro• '" 1.' 'x - 5 ' -: .-* � �� ms s, - �° 4 j X _ v Ci`o & y • .�i .�•°r r `�`, - D-2 DETENT/ON BAS/N y / �11 t � � I 111, „fi �1. , �0 1 I J 1>1 NOT TO SCALE j / 1-1 j f 'g D 89 &� C x - TOP ELEVATION - 94.0 FT / 4 �� - 1Q 3 �� $ �Q L :5 . Ti5 06 /0 %F F-11 ,.' °4w 1 - Can. i--_ m - " -, --`-i, 6, 7", m - e Sewage Treatment Park St Q {... '�,,. _ .. * t" �.".T' .,ca ' Q Plant Rose St. Mill. @, i0i i N<01 if � I � 0 PROJECT SITE I. I cI r i oAr oe le E ♦m `RVuomiaas A y ' WWvy .n hV. Las ?I Plu�yrn,�as $ M1 1I Uu PROPOSED CUT SLOPE MINOR CONTOUR LINE EVERY 1' d Oakdale (Lay Plum: ��---- - M. u HJ: Sch. High Sch. eA- orial Monte Vista � > j Cone'= eem. . y Aa C �' ° Q ��'' 1 Road k� OQ_HiR ROAD / tlei9h's �t ria- F OPHIR RO .._.._._......._____._....,_...r.... _. .a l Wav . ...._ k� � _ - - - n�7� -.. s� I rene m Lane Kissel Road ?4 a . Piracrpe°� I v be / s7 ° m Z tr a Odie MY 1�' G i Dutch Drive e� a i I {Pvetsi r / PI, i E P, w` J Ho1He L . i I mI � 70 t 1 m Y z �...... -...� o...-- - I ~ 1mJ U y " o Drive K r a Kenneth / n I c`m -P a .. , Ln. : zi;A I 9`° 3 Bohemia Ave.. V �•°,' I Mur-Mel n G w a /]� > ac �° m ¢ Rd. I ,.,,/../ a .j> m 3 W . . a G� 4 ' Swan Ln. i c M - - -1 V Messina - Avenues a �� j Prince flood _ o O e " m o m r) Jm s < c 3Q' ?Q 1 A $ lik Cay LOCATION MAP NTS LEGEND 315- -- - -"' - -- - EX MINOR CONTOUR LINE EVERY 1' 315- - - - - -- - EX MAJOR CONTOUR LINE EVERY 5' NOT TO SCALE _ PROPOSED CUT SLOPE MINOR CONTOUR LINE EVERY 1' I 1 / \\ i �,_'1 - 1 ._ , j \,\ \ e `.Ig \ PROPOSED CUT SLOPE MAJOR CONTOUR LINE EVERY 5' o j `� - - - - - - - - - EX EDGE OF PAVEMENT (ASPHALT) .1• ---> PROPOSED FLOW LINE , 0) - - EX PROPERTY UNE •----•-••--•--••••••••• PROPOSED GRADE BREAK / \ -- - ---- - EX CONCRETE CURB > - • ---->- • EX FLOW LINE �kPROPOSED :� 6" RECYCLED ASPHALT . .z CONCRETE REGRADE EXISTING BASE ROCK TO DRAIN ', -...4•.-. • 4 PROPOSED 6" CONCRETE APRON , PROPOSED FIRE HYDRANT PER CITY STDS Uw � EX STREET LIGHT W/ PULL BOX - ;..z. "_- _ 93) _ EX GROUND ELEVATION PROPOSED FINISHED GROUND (ELEVATION BOTTOM ELEVATION = ® ' 'G _ , O: ! 91.0 FT / �'� " - __ __ 1 9 I 71 PARKIN S - - -- - - - �� z:� _ _ 2' 2e � /' /� 9��o I 9R2o 9R?o F� G ANAL Y /S I 11 1-1 Iq�. I \ NOTE N 11-1 MINIMUM VOLUME OF POND = 43 CU. FT. 6' SECTION A -A TYPICAL SECTION 1 1 HAND/CAPPED PARK/NG DETAILS 70 SQ. INCH ACCESSIBILITY SIGN (SEE NOTE) ---,*,\ . 11 a a D V/ . A I SLOPES ANY 1111 I ON IN ODHANDICAPPED ALLS OADING AREA NOT TO EXCE X RKI UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR DISABLEa PERSQNS WILL BE TOWED AWAY. AT OWNERS (EXPENSE. TOWED VEHICLES -: . MAY BE RECLAIMED AT MSC POLICE IMPOUND LOT OR BY TELEPHONING I . / / Cp { �� 9n /sem / 1�19 . I �`. f .: � 9'-0" MIN. I 8'-0" MIN. L THE ABOVE TOW AWAY SIGN SHALL BE VAN SPACE POSTED AT A CONSPICUOUS PLACE AT 5'-0" MIN. THE ENTRANCE TO OFF-STREET PARKING. CAR SPACE NOTE THE 70 SQ. INCH ACCESSIBILITY SIGN SHALL CONSIST OF A PROFILE VIEW OF A WHEEL CHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE MOUNTED ON POSTS AND BOTTOM EDGE SHALL BE A MINIMUM OF 80" ABOVE ADJACENT WALKING SURFACES. --.._k /, / QROFESS/p \ lF �6) y Z _ rn 'N4194 rn E . 9/30/06 , C/w, \e r F OF CA��F Designed: NAG/EAL Drawn By: EAL ill Approved: Date: 9/25/05 Revision / ` �\ 1 I 1- \.\ ­R7OUTLET 8" PIPE O I., C9 INV. = 91.00 '1�\ --- _ -�\ N, ~r �- s , r ,-1 "_ OUTLET 4 PIPE 7' .- iY ,1�1/p REQUIRED PARKING: INDUSTRIAL/RETAIL (32,620 SF) = 25 SPACES TOTAL REQUIRED SPACES = 25 SPACES REQUIRED HANDICAPPED SPACES = 1 SPACES PROVIDED PARKING: REGULAR SPACES = 25 SPACES 11 �O `14� `•21 WI IH H-20 GALVANIZED I , 2 HANDICAPPED SPACES = 1SPACES SPACES �a FF1 1RAFIC GR TE AND FRAME TOTAL SPACES = 1 RIM = 93.0 1 f�' 8" INV. =( 91.14• 1 2'O EXISTING FINISHED fI SUMP = 9.10 L ° FLOOR ELEVATION =94.20 11 STJ14ME 93 T PLANS PREPARED BY: S ORAGE 1 (PROPbSED) �3,�, (EXISTING) STORAGE/ or under the supetvlslon of, 71 1 _ II i r� DISTRIBUITION 1 ROOF DRAINAGE SHALL BE g sc S I DIRECTED TO DETENTION I - CI �I (EXISTING) POND 4� I o I:I PROPOSE FINISHED ' I- �R 1 o,°FF I I FILOOR ELEVAI ION =94.20 1 I • s I I I ; 11 0 11.I I 1 1s II / I INLET 4" PIPE I (� INV. =91.100 11 7' 7'S, 1 1 �_ ,�rF, jj t I \ .1`1 r� ,aa !f 0 1 1[ - i I , . / 11 I 1 V I 9 ..� 'QO fix I e 9 �I �- \ �. � 3v� x/41 ----- _. _ _ _ _ - _ o � ,- 0 92 2 °? 07 _ _ - _ r �'r - - _ _ o _ v` L-'1._- -- _ _ _ �..-- j s -_ �2 C 97 >T X 9r %� .0 . �0 T - . _.. _ _.. � X --•g - �- - - 91 - - �L. 3 r. - i ��� , OWL ­ ��oI& � � ��.3 � mw';, t, � �� � P, �S ' ■mss - Civil # `�.i01>----,NSE #137 a.z / N- 4882.62 �-) / E- 5181.21 NEIL GRABER RCE 45194 NORTHSTAR ENGINEERING - ' '' APPROVED FOR CONSTRUCTION: Av ev/ /-�, 0&/X I /9 -,?-,P-z7!�_ ERICTEI&- � 6`, f,L �5 DIRECTOR OF PUBLIC OF PUBLIC WORKS ,, ` CITY OF OROVILLE f �( a- c?tlo '";,�6�--eJ- , :IR HY RANT CATIONS APPROVED: §1 . --.-- Zg2.7.ar RECD ON DAVID W. MAN OCT 212005 FIRE CHIEF • CITY OF OROVILLE � ca F+iUG�00 IRE zu ueciararion unve SLATER -I- SON, INC. I GRADING/STORM DRAINAGE SHEET Chico, California 95973 600 OPHIA ROAD � ALL METAL SUPPLY ADDITION Phone: (530) 893-1600 -Fax: (530) 893-2113 Web Site: mwnorthstareng.com OROVILLE, CALIFORNIA �� r- W scale r, a sheet � a 1 ___ Horz. Vert. h �; 2© \ I /� , 11 - ,, `� \° Vis! g� \\'96- I j �` f . - �N N'_1 . g I ff NOT TO SCALE 5 \\\ " ,9 a.7 I ��} I 1 / \\ i �,_'1 - 1 ._ , j \,\ \ e `.Ig \ o j `� / ! 9 �/i SSC /) \ `�, I 0) / V\ YF / \ i i 11 / \\ � 9'-0" MIN. I 8'-0" MIN. L THE ABOVE TOW AWAY SIGN SHALL BE VAN SPACE POSTED AT A CONSPICUOUS PLACE AT 5'-0" MIN. THE ENTRANCE TO OFF-STREET PARKING. CAR SPACE NOTE THE 70 SQ. INCH ACCESSIBILITY SIGN SHALL CONSIST OF A PROFILE VIEW OF A WHEEL CHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" SHALL BE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE MOUNTED ON POSTS AND BOTTOM EDGE SHALL BE A MINIMUM OF 80" ABOVE ADJACENT WALKING SURFACES. --.._k /, / QROFESS/p \ lF �6) y Z _ rn 'N4194 rn E . 9/30/06 , C/w, \e r F OF CA��F Designed: NAG/EAL Drawn By: EAL ill Approved: Date: 9/25/05 Revision / ` �\ 1 I 1- \.\ ­R7OUTLET 8" PIPE O I., C9 INV. = 91.00 '1�\ --- _ -�\ N, ~r �- s , r ,-1 "_ OUTLET 4 PIPE 7' .- iY ,1�1/p REQUIRED PARKING: INDUSTRIAL/RETAIL (32,620 SF) = 25 SPACES TOTAL REQUIRED SPACES = 25 SPACES REQUIRED HANDICAPPED SPACES = 1 SPACES PROVIDED PARKING: REGULAR SPACES = 25 SPACES 11 �O `14� `•21 WI IH H-20 GALVANIZED I , 2 HANDICAPPED SPACES = 1SPACES SPACES �a FF1 1RAFIC GR TE AND FRAME TOTAL SPACES = 1 RIM = 93.0 1 f�' 8" INV. =( 91.14• 1 2'O EXISTING FINISHED fI SUMP = 9.10 L ° FLOOR ELEVATION =94.20 11 STJ14ME 93 T PLANS PREPARED BY: S ORAGE 1 (PROPbSED) �3,�, (EXISTING) STORAGE/ or under the supetvlslon of, 71 1 _ II i r� DISTRIBUITION 1 ROOF DRAINAGE SHALL BE g sc S I DIRECTED TO DETENTION I - CI �I (EXISTING) POND 4� I o I:I PROPOSE FINISHED ' I- �R 1 o,°FF I I FILOOR ELEVAI ION =94.20 1 I • s I I I ; 11 0 11.I I 1 1s II / I INLET 4" PIPE I (� INV. =91.100 11 7' 7'S, 1 1 �_ ,�rF, jj t I \ .1`1 r� ,aa !f 0 1 1[ - i I , . / 11 I 1 V I 9 ..� 'QO fix I e 9 �I �- \ �. � 3v� x/41 ----- _. _ _ _ _ - _ o � ,- 0 92 2 °? 07 _ _ - _ r �'r - - _ _ o _ v` L-'1._- -- _ _ _ �..-- j s -_ �2 C 97 >T X 9r %� .0 . �0 T - . _.. _ _.. � X --•g - �- - - 91 - - �L. 3 r. - i ��� , OWL ­ ��oI& � � ��.3 � mw';, t, � �� � P, �S ' ■mss - Civil # `�.i01>----,NSE #137 a.z / N- 4882.62 �-) / E- 5181.21 NEIL GRABER RCE 45194 NORTHSTAR ENGINEERING - ' '' APPROVED FOR CONSTRUCTION: Av ev/ /-�, 0&/X I /9 -,?-,P-z7!�_ ERICTEI&- � 6`, f,L �5 DIRECTOR OF PUBLIC OF PUBLIC WORKS ,, ` CITY OF OROVILLE f �( a- c?tlo '";,�6�--eJ- , :IR HY RANT CATIONS APPROVED: §1 . --.-- Zg2.7.ar RECD ON DAVID W. MAN OCT 212005 FIRE CHIEF • CITY OF OROVILLE � ca F+iUG�00 IRE zu ueciararion unve SLATER -I- SON, INC. I GRADING/STORM DRAINAGE SHEET Chico, California 95973 600 OPHIA ROAD � ALL METAL SUPPLY ADDITION Phone: (530) 893-1600 -Fax: (530) 893-2113 Web Site: mwnorthstareng.com OROVILLE, CALIFORNIA �� r- W scale r, a sheet � a 1 ___ Horz. Vert. A PANEL 1W1?S—VOLTS.16-41J E-1 LUGS 17-1 BREAKER MOUNTING: 0 FLUSH TYPE 0 SURFACE AMP MAIN left phase load tight phase load ITEM amp pole drmA 113 0 A B IC Brno amp jpots jITEM '*"0 2 111211 PSV4 !SMM MaRIE 4W 61 sq. Cone, Stoop 1 '&17! , VIC P.O. Box 396 Chowchilla, California 93610 800-574-9484 SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS, ANY OMISSIONS OR DISCREPANCIES IN, OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP, FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH C CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP, Tro"IMPROW D ALL METAL SUPPLY 600 Ophir Road Oroville, CA —Sl ln�oL b�;f -Two C-aQt,. -5WvruA • F 'SLATER AND SON 4. P&!,k gaer • '� 22�/ Sr�AmP �= A—b 3753 Morehead Ave. 121 gx-fthe uj-M 64FA7 PtAfl--w Chico, CA H-& Pal Hmt- 0a6ps 075F"7777.rm 77FT L+79t1. fit` • �v�a" FLOOR PLAN �e. S� .� 7-W- tooA, Leff H Drawn By: Chocked By: S. Thomson 10/4/2005 REVISED: K SS -02567 IL NO, DATE BY A Z2s 04i n o r e, 1v A PANEL 1W1?S—VOLTS.16-41J E-1 LUGS 17-1 BREAKER MOUNTING: 0 FLUSH TYPE 0 SURFACE AMP MAIN left phase load tight phase load ITEM amp pole drmA 113 0 A B IC Brno amp jpots jITEM '*"0 2 111211 PSV4 !SMM MaRIE 4W 61 sq. Cone, Stoop 1 '&17! , VIC P.O. Box 396 Chowchilla, California 93610 800-574-9484 SALSA STEEL CORP. ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS, ANY OMISSIONS OR DISCREPANCIES IN, OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP, FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH C CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP, Tro"IMPROW D ALL METAL SUPPLY 600 Ophir Road Oroville, CA —Sl ln�oL b�;f -Two C-aQt,. -5WvruA • F 'SLATER AND SON 4. P&!,k gaer • '� 22�/ Sr�AmP �= A—b 3753 Morehead Ave. 121 gx-fthe uj-M 64FA7 PtAfl--w Chico, CA H-& Pal Hmt- 0a6ps 075F"7777.rm 77FT L+79t1. fit` • �v�a" FLOOR PLAN �e. S� .� 7-W- tooA, Leff H Drawn By: Chocked By: S. Thomson 10/4/2005 REVISED: K SS -02567 IL NO, DATE BY A Z2s r B b i s I i 0 D � � • 8 1 U r � Big 1 Kop t • F t L M 3 a 5 s A. NO. DATE BY 9 2 3 NO ( t it A ...x t� mmu ... mm M�lN��lllEc�o a �.: r B b i s I i 0 D � � • 8 1 U r � Big 1 Kop t • F t L M 3 a 5 NO. DATE BY 9 3 a 5 11 A P.O. Box 396 Chowchilla, California 93610 y 800-574-9484 B SALSA STEEL CORP, ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS, ANY OMISSIONS OR DISCREPANCIES IN, OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH C CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. (� t. . D ? ALL METAL SUPPLE' r ' 600 Ophir Road Oroville, CA KIWEVILTN' W"'01 �Lt- -rwo 6WL-1 _e" � i A3 -b4- F SLATER AND SON (DA �.. W i i �x`rt Ex>�ea 3753 Morehead Ave. Chico, CA 06 �iC jJ_ ''./ q 1.-L1irE ' 'C 24'-0" » 0 » 0' •• �j • 1r •,Y } , if i .I Oii l rc FLOOR PLAN C trx c' �I d�-r i6 1 _ H - 4t0 �• 0s 4 t. S°?° walk Door A FIELD LOCATED ii Rigid Frame Ling 6! sq. Cone. Stoop i 4a Ort ` 6F2 91'r Drawn By: Checked By: S. Thomson -ii E '' - r y' ,'• ,,. -x � a w �`:9 P f t� .. `' r+i.",.nt:���§Yt&s���i �. r�:;?�. rry 6 1014/2005 1 K REVISED: NO. DATE BY 9 2 3 NO MEME A ...x t� mmu ... mm M�lN��lllEc�o a �.: 15MEBM� 1 t OM •i � NEC ! 1 01515 MORN ME /.i1INI EN � dam 0..'1 moi.. nog,.;..VWX % .: ■INr L'aM �IIC psu ENEEN .i;RAMMINEVOIN�,) , ..'. Mrs- No ■E IMEN NNIME�� BONN MONNO ME IMENE NNIMMEN ON MME mmm m $ e 'r t • " t d, a .'✓1 , IMaa' K r r 11 A P.O. Box 396 Chowchilla, California 93610 y 800-574-9484 B SALSA STEEL CORP, ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF SUPERVISION OF THE WORK DESCRIBED WITHIN THESE DRAWINGS AND/OR SPECIFICATIONS, ANY OMISSIONS OR DISCREPANCIES IN, OR REVISIONS TO, THE DRAWING AND/OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF SALSA STEEL CORP. FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING WITH C CONSTRUCTION. THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED BY THESE DRAWINGS AND SPECIFICATIONS ARE, AND SHALL REMAIN, THE PROPERTY OF SALSA STEEL CORP. NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE WORK SPECIFIED HERIN WITHOUT THE EXPRESS WRITTEN CONSENT OF SALSA STEEL CORP. (� t. . D ? ALL METAL SUPPLE' r ' 600 Ophir Road Oroville, CA KIWEVILTN' W"'01 �Lt- -rwo 6WL-1 _e" � i A3 -b4- F SLATER AND SON (DA �.. W i i �x`rt Ex>�ea 3753 Morehead Ave. Chico, CA 06 �iC jJ_ ''./ q 1.-L1irE ' 'C 24'-0" » 0 » 0' •• �j • 1r •,Y } , if i .I Oii l rc FLOOR PLAN C trx c' �I d�-r i6 1 _ H - 4t0 �• 0s 4 t. S°?° walk Door A FIELD LOCATED ii Rigid Frame Ling 6! sq. Cone. Stoop i 4a Ort ` 6F2 91'r Drawn By: Checked By: S. Thomson -ii E '' - r y' ,'• ,,. -x � a w �`:9 P f t� .. `' r+i.",.nt:���§Yt&s���i �. r�:;?�. rry 6 1014/2005 1 K REVISED: NO. DATE BY 9 2 3 SS -02567 L -- - —