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Approved Plan SetSTRUCTURAL NOTES GENERAL: 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE PROJECT SHALL BE PROMPTLY REPORTED TO THE ENGINEER. DO NOT SCALE DRAWINGS. 2.OWNERSHIP OF DOCUMENTS: THESE DOCUMENTS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF CODE PLUS, INC. AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CODE PLUS, INC. 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE, OR FEDERAL AGENCIES HAVING JURISDICTION. CODE PLUS, INC. ASSUMES NO RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF CODE PLUS, INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE OUR ON -SITE VISITS TO ANSWER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK. 4. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL LOCATION. CODE PLUS, INC. DOES NOT PERFORM CONSTRUCTION ENGINEERING OR ENGINEERING NECESSARY TO PLACE ANY STRUCTURAL MEMBERS IN THEIR FINAL LOCATION. EXCAVATIONS AND FOUNDATIONS: 1. SLOPES FOR PERMANENT FILLS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS SUBSTANTIATING DATA JUSTIFYING STEEPER CUT SLOPES ARE SUBMITTED. 2. EXISTING FOOTINGS OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT. 3. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE PLACED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. A SOIL INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD, SHALL BE SUBMITTED. 4. THE ALLOWABLE FOUNDATION AND LATERAL PRESSURES ARE BASED ON THE VALUES SET: A)ALLOWABLE FOUNDATION PRESSURE: (D+L)= 1,500 PSf 5. FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN TIN 10' SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVEL. REINFORCING: 1. REINFORCEMENT SHALL BE DEFORMED REINFORCEMENT, EXCEPT THAT PLAIN REINFORCEMENT MAYBE USED FOR SPIRALS. 2. REINFORCEMENT SHALL CONFORM TO ASTM A 615, REINFORCING BARS FOR CONCRETE. 3. REINFORCING BARS SHALL HAVE THE FOLLOWING SPECIFIED YIELD STRENGTHS: A) NO. 4AND SMALLER-40,000 PSI (GRADE40) B) NO. 5 AND LARGER - 60,000 PSI (GRADE 60) 4. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM 185. 5. ALL WELDED REBAR SHALL BE ASTM A706. SHOP DRAWINGS: 1. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT ONE (1) SET OF PRINTS AND ONE (1) SET OF SEPIAS FOR REVIEW PRIOR TO FABRICATION. A)ROOF TRUSSES 2. ALLOW TEN (10) WORKING DAYS FOR SHOP DRAWING REVIEW COMMENCING THE NEXT WORKING DAY AFTER RECEIPT. PLAN YOUR SCHEDULE ACCORDINGLY. 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF THE SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS PHOTOCOPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. CONCRETE: 1. MATERIALS: A) CEMENT SHALL CONFORM TO CBC STANDARD NO. 19-1, PORTLAND CEMENT AND BLENDED HYDRAULIC CEMENTS, TYPE I OR TYPE 11. B) AGGREGATES SHALL CONFORM TO ASTM C33, CONCRETE AGGREGATES WITH THE FOLLOWING MAXIMUM AGGREGATE SIZES:. I FOUNDATIONS I," 11 SLAB -ON -GRADE 1" C) WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT BE USED IN CONCRETE. 2. CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE COMPRESSIVE STRENGTH AS FOLLOWS: A) FOUNDATIONS: 3,000 PSI B) SLAB -ON -GRADE: 3,000 PSI UNLESS OTHERWISE SPECIFIED, PC SHALL BE BASED ON 28-DAY TESTS. MAXIMUM CONCRETE SLUMP =4". WATER TO CONCRETE RATIO = 0.40 5 SACKS OF CONCRETE MIN. 3. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETING SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT. CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIALS SHALL NOT BE DEPOSITED IN THE STRUCTURE. 4. CONCRETE (OTHER THAN HIGH -EARLY -STRENGTH) SHALL BE MAINTAINED ABOVE 50 DEGREES F. AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. 5. CONDUITS, PIPES AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE AND WITHIN LIMITATIONS OF CBC SECTION 1906.3 MAY BE EMBEDED IN CONCRETE WITH APPROVAL OF THE ENGINEER OF RECORD, PROVIDED THEY ARE NOT CONSIDERED TO REPLACE STRUCTURALLY THE DISPLACED CONCRETE. REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES, AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. 6. PROVIDE CONTROL OR CONSTRUCTION JOINTS AT 15-0" ON CENTER EACH WAY, UNLESS OTHERWISE NOTED ON THE PLANS. SUBMIT A LAYOUT TO THE ARCHITECT AND ENGINEER FOR REVIEW. SURFACE OF CONCRETE CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. CONSTRUCTION JOINTS SHALL BE SO MADE AND LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. PROVISION SHALL BE MADE FOR TRANSFER OF SHEAR AND OTHER FORCES THROUGH CONSTRUCTION JOINTS. 7. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. , DESIGN CRITERIA: 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN, WITHIN THE LIMITATIONS SPECIFIED IN THE 2016 CALIFORNIA BUILDING CODE (CBC), ALL DEAD LOADS AND OTHER APPLICABLE LOADS SPECIFIED IN CHAPTER 16 OR ELSEWHERE IN THE CBC. 2. ALL ALLOWABLE STRESSES AND SOIL -BEARING VALUES SPECIFIED IN THE CBC FOR WORKING STRESS DESIGN HAVE BEEN INCREASED ONE THIRD WHEN CONSIDERING WIND OR EARTHQUAKE FORCES EITHER ACTING ALONE OR WHEN COMBINED WITH VERTICAL LOADS. NO INCREASE HAS BEEN TAKEN FOR VERTICAL LOADS ACTING ALONE. Approved 11-14-2019 2016 CALIFORNIA BUILDING CODE 1603.1.1 FLOORLIVELOAD. SLAB ON GRADE 1603.1.2 ROOF LIVE LOAD. L, = 20 PSF (REDUCIBLE) 1603.1.3 ROOF SNOW LOAD DATA. Pa = 0 PSF 1. P, = 0 PSF 2. Ce = 1.00 3. 1a = 1.00 4. C, = 1.00 5. Wa = 0 6. = 0 1603.1.4 WIND DESIGN DATA. 1. VU, = 115mph V_ = 89.08 mph 2. RISK CATEGORY II 3. EXP. C PARITALLY ENCLOSED 4. ENVELOPE PROCEDURE S. DESIGNED BY REGISTERED DESIGN PROFESSIONAL 1603.1.5 EARTHQUAKE DESIGN DATA. 1. RISK CATEGORY II 2. I, = 1.00 3. S, = 1.577 g S, = 0.60 g 4. SITE CLASS D 5. S. = 1.00 S" = 0.60 6. SEISMIC DESIGN CATEGORY SDC = D 7. ORDINARY STEEL MOMENT FRAME. ORDINARY BRACED FRAME. 8. Va = 0.2857 9. Ca = 0.3077, p = 1.3 10. R = 3.5, R=3.25 11. EQUIVALENT LATERAL FORCE PROCEDURE USED. 1603.1.6 GEOTECHNICAL INFORMATION. (USGS) ALLOWABLE BEARING = 1,500 PSF 1603.1.7 FLOOD DESIGN DATA. N/A 1603.1.8 SPECIAL LOADS. 2.0 PSF 1603.1.8.1 PHOTOVOLTAIC PANEL SYSTEMS. 3.0 PSF SPECIAL INSPECTION AND TESTING SCHEDULE z. .....-a. rrr.... m,. S II� „e.en, a c.e,e>rome A. II ,gym.. s. Ilns �aanmuoigNypn.roeega ro,amm Ilm s'cpe reue� ws�v(e Its Ilm II cd emlmn II s rearne.. 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Ay ATE ONAIN FLANDE =AIL - FACE NAIL OF EA FACE OF STUD FULL PENETRATIN NFANING QcNm Ner.N.N.. EHEETNG DETAILREEERENGE OC) REFERENCE ION \ ITEM scNEDULE SHEARWALL nGNEDULEITEm ❑ scNEDULINFCING E TExt y (SECTIONS n DETAILS) ELEVA/ IRLaNs�oN mk ANCHOR RODS SEE FDN. PLAN FOR 811E AND OJJ #5 TIE AROUND ANCHOR ROD ANCHOR BOLTS, SEE QUANTITY FOUNDATION PLAN &ANCHOR BOLT PLAN BOTH SIDES NT �� L2 x 2 x }" x 8" BY M.B.M. SET PRIOR TO THRUST ANGLES INSPECTION 0 6" CLASS II SOIL ANCHOR ROD COMPACTED 90% Z BOTH SIDES 2 x 2 x 1/4" x 8" 4 ¢ PERIMETER SEE PLAN Z (V C FOOTING PER FDN. PLAN 8 SCHEDULE y Approved #5 FROM FOOTING TO FOOTING Z 1-14-2019 LL 13 SCALE HAIRPIN / TIE DETAIL 9 SCALE FOOTING @ LINE B 5 SCALE THRUST ANGLES 1 SCALE THURST ANGLE N (2) #5 HORIZ. �-- 8" -I #4 TIE @ 16" O.C. BY SAWCUT SLAB AS SOON AFTER POUR AS POSSIBLE WITHOUT SPALLING SLAB REINFORCEMENT #5 12" O.C. EA. WAY i2" CLR. CONTRACTOR CORNERS BUT NO MORE THEN 2 _ n @ 18" ABOVE FLOW LINE OF GUTTER HOURS AFTER INITIAL SET, OR USE ALTERNATE LOCATION F ��w,o<SawwrF��,E w�T�vT PREFORMED PLASTIC STRIP SLAB & REINF. 1 LAYER PER PLAN 30 LB FELT OF 1HOOK FOR TY� CA EVERY OTHER CAP BAR-TYP ab (� 6 —I 6" CLASS II SOIL#4 @ 18" O.C. 18 sn _ FACE of WALL COL FOOTING i/6" SLAB & REINF. BEAM STIRRUP COLUMN TIE COLUMN TIE COMPACTED 90% (2) #5 T&B }- CONTINUE THROUGH w III=III=III=11r o —I Z :��:�" s.E a.ry CONTROL JOINT PER PLAN F H o:� NOTE: / a s FOOTING — 'GLR (7 \� FOR BENDBHOOK -jw p @$OIL Or SEE TYPICAL REINFORCING ALTER INFORMAT ON NOT SHOWN,D_ ¢,�� U 3"C Z CONTROL JOINT BENDS DETAIL PLACE BARS IN CONTACT AND WIRE TOGETHER WF_ Q F Ooo c Eeaw� . e eve e- c seesux sGLAnDN JD1Nr FIRST SECOND POUR POUR SLAB B REINF PER PLAN BARLAP OFFSET U 14 1sCA PERIMETER W/ 8" CURB 2 sc u TYP REINFORCING DETAIL CONSTRUCTION JOINT 2'-0" 2'-0" p k � rcrc m O Z w SLAB REINFORCEMENT SLOPE u CONSTRUCTION JOINT H rc rc w i FO #5@12"O.C. EA. WAY AWAY TooLu i"0x48"SMOOTH DOWELS 1B' O.C. MAX., CENTERED ON C.J. / TOOLED JT GREASE PORTION OF DOWEL IN 2"a POUR N F F �� x " op o-u N LL O O O — — — SMOOTH GREASE 6" CLASS II SOIL 6" CLASS II SOIL 94 @ 18- O.C. COMPACTED 90% (2)#5 T&B CONTINUE THROUGH - 1. 3/4" MIN BEVELED KEY IN FIRST POURkK'OL-L� y G FOOTINGS COMPACTED 90% �� '�°'"" NOTES: ©°°"'wa. 3"CLR. sEEvwn 1. PROVIDE CONST. OR CONTROL JOINTS AT MAX. SPACING (PER CONCRETE NOTES) _ asasancirvc. U @$OIL TO DIVIDE SLAB INTO RECTANGULAR AREAS WITH LONG TO SHORT DIMENSION ih T— SLAB EDGE RATIO NOT EXCEEDING 1 TO 2. AREAS SHALL NOT HAVE RE-ENTRANT CORNERS. 2. WHERE COLUMNS OCCUR, PROVIDE CONSTRUCTION OR CONTROL JOINTS AT CENTER - ®W ,,,�„ J 3" CLR. 18• �xaEs" Iz ue �, �, �L OF COLUMNS & SUBDIVIDE WITH ADDITIONAL JOINTS PER NOTE 1 AS REQUIRED. Q W Q W Z � w > o 0 U W (aj g Q Z of SCALE 15 1" PERIMETER W/ NO CURB SCALE 7 1•_ 1,-D, CONSTRUCTION JOINT SCALE 3 _ ,-o" H n�° #S TIE AROUND ANCHOR ROD Twin "" ^' �. (1 SLAB DEPRESSION rowTi'n �Om 0 Zro CL Z Q' W W Z 6" CLAss b SOIL I1=1I1-1 SINGLE LAVER BARS U o a o d COMPACTED 90%-1 Z a. g Date:10-18-18 ®E"nu a ®s TI—T Approved: TTB Z sue�� N Drawn: BMN 24"LAP(TYP) Job #: 18-1062 d' U _ sEeaw� o • o- PoEXPANSION N. -T rv°res. M 1 3" CLR. 3" CLR. it JOINT sEEx w"evesx°wry cC� an" DOUBLE LAVER BARS CORNER INTERSECTION Sheet: S2 16 SCALE FOOTING DETAIL LINE A 12 SCALE $ SCALE 4 SCALE TYPICAL FOOTING REINFORCEMENT Approved 11-14-2019 6'9 STD. CONC, FIL ECOLOR I —INGS TO o TCH OEHAYEaowwIDANDGF REFLECTIVE TAPE AT TOP —N TOP OF FOOTING CONCRETE FOOTINGBUILDING --l- I I� r"BUILDING a•0 sTD. corvc FaL.EI FGSE ETANDARDSTO M/ 9 V 6" BOLLARD DETAIL SCALE: 1/4" = 1' 8" CURB T F F Fi F o-N o-N r r r J L J L J L S2 $2 18^ a0 16" TYPICrn 5 TIEAL I_ SLAB W/#5@12"_CENTERED TO _ _ _ S2 _—_—_8"COj6". UPPER 30VERCLASS II C MPACTED TO 90 k. id 52 I, #5TIEAL — —� rl L__________ _______ ___________� �_____ _________� .. .. .. F — —9 F S2 S2 31'-0" 32'-0" 31'-0" 96'-0" FOUNDATION PLAN FOOTING SCHEDULE: SCALE: 1/4" = 1' F1 Tx Tx 12" w/ (4) #5 E.W. T&B CONTRACTOR TO VERIFY ALL DIMENSIONS, F2 4'-6" x T-6" x 12" w/ (4) #5 E.W. T&B ELEVATIONS AND SITE CONDITIONS. PROVIDE SPLASH BLOCKS (TYPICAL) TYPICAL n Q 30" x 30" x 60" CONCRETE BLOCK DOWN sPour DIVERT AWAY DOWNSPOUT DIVERT AWAY FRICTION FIT DOWNSPOUT DIVERT AWAY ❑ w/SPLASH BLOCKS W ❑ W SPLASH BLOCKS ❑ w/SPLASH BLOCKS 12'-6" 12'-6" 0 0 o 0 36"0 CONCRETE BASE BLOCK LAYOUT PLAN 60" HIGH (TYPICAL) SCALE: 1/4" = 1' 12'-6" TYPICAL 6" BOLLARDS 12'-6" 1 1 12'1" R. 12'-6" DOWNSPOUT DIVERT AWAY /SPLASH BLOCKS ❑ 0 � O 0 0 TOP OF CURB 18" MIN. ABOVE GUTTER FLOW LINE Approved 11-14-2019 1 fV 96'-0" FRONT ELEVATION CONCRETE BASE BOLLARDS NOT SHOWN FOR CLARITY CONCRETE BASE 7WALL IS TOTALLY OPEN SCALE: 1/4" = 1' ( (FRICTION BLOCKS BEYOND) r ---1 I I I— I -- T I I T-----I-- I I —T---- I r— I --�--- I -r I — r— I --Z--- I -r I -- 1 I I 1— I I fV n REAR ELEVATION CURB DOWN SPOUT SCALE: 1/4" = 1' DIVERT AWAY ROOFING TO BE 24-024-0ROOFING TO BE CLASS "A" FIRE RATED �� CLASS "A" FIRE RATED in 1 (2) TIES TOP 6" #4 TIES @ 12" O.C. 9 U 36"0 CONCRETE BASE (4) #4 VERT. BARS CONCRETE BASE SCALE: 3/8" = 1' WALL AREA OPEN (FRICTION BLOCKS ARE BEYOND) 9 9 m 24'-0" LEFT ELEVATION BOLLARDS NOT SHOWN FOR CLARITY SCALE: 1/4" = 1' 24'-0" RIGHT ELEVATION BOLLARDS NOT SHOWN FOR CLARITY SCALE: 1/4" = 1' 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE CUPERTINO MUNICIPAL CODE (NO CHANGES TO 2016 CBC OR 2016 CFC DUE TO CFC 1.1.8.1(3) NO FILING WITH HCD DUE TO CBC 1.8.6.2(2) NO FILING WITH BSC) VtL OIIB S-22,304 SQ. 26,000 SQ. FT. FIRE DEPARTMENT NOTES: 1. ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS. EACH CHARACTER SHALL BE NOT LESS THAN 4" IN HEIGHT AND NOT LESS THAN .5" IN WIDTH. THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING PROPERTY. WHEN REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CAN NOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. 2. FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2-A:10-B:C SHALL BE PROVIDED SUCH THAT NO POINT IN THE BUILDING IS FURTHER THAN 75-FOOT TRAVEL DISTANCE TO AN EXTINGUISHER. EXTINGUISHERS SHALL BE MOUNTED ON THE WALL OR IN CABINETS, SUCH THAT THE TOP OF THE EXTINGUISHER IS NO MORE THAN FOUR (4) FEET ABOVE FLOOR LEVEL. PER 906.3 3. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND SCCFD'S SPECIFICATION SI-7- CONSTRUCTION SITE FIRESAFETY. 4. FIRE DEPARTMENT ACCESS TO THE SITE, THE BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTION SUCH AS VEHICLES, STORAGE, AND OTHER MATERIALS OR OBJECTS SHALL BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR FIRE PROTECTION SYSTEM CONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH CFC 505.5.4. SCOPE OF WORK: PROVIDE NEW STRUCTURE SAND / GRAVEL SIMILAR STORAGE BUILDING ACTUAL PROCESS OF CONSTRUCTION NO HAZARD MATERIALS ARE TO BE STORED IN THE PROPOSED FACILITY. CBC TABLE 606 SIDE YARDS GREATER THAN 30' ALL AROUND THEREFORE NO FIREWALLS STORM WATER SURFACE OR ROOF DRAINS OR OTHER GENERAL SURFACE CBC 705.8 WATER RUNOFF SHALL NOT BE DISCHARGED TO THE SANITARY SEWER. 30' AND GREATER SITE PLAN NOTES: NO LIMIT FOR OPENINGS 1. THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE OWNERS, CONTRACTORS, MAPS OF RECORD. CODE PLUS, INC. OR TIM BERRY, P.E. ASSUMES NO LIABILITYAS TO THE CORRECTNESS OF BOUNDARIES, EXISTING CONTOURS, OR PRECISE LOCATIONS OF EXISTING SITE FEATURES. 2. THECONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND THE REQUIREMENTS OF ALL UTILITY PROVIDERS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING SERVICE LINES WITHIN THE PROJECT AREA. 3. THE CONTRACTOR SHALL STAKE THE STRUCTURE AND SITE IMPROVEMENTS FOR APPROVAL BY THE OWNERS PRIOR TO COMMENCING EXCAVATION WORK OR PLACING OF ANY CONCRETE. PUBLIC WORKS NOTES: 1. ALL EXTERIOR STORM DRAIN INLETS ON THE PARCEL MUST BE CLEARLY MARKED WITH "NO 2016 CALIFORNIA GREEN CODE DUMPING FLOWS TO CREEK" OR "NO DUMPING FLOWS TO BAY". RECYCLE MINIMUM 65% CC 2. COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT SHINGLES,COPPER DEMOLITION WASTE GUTTERS AND DOWN SPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL COPPERARENOT PERMITTED FOR USE ON ANY COMMERCIAL OR INDUSTRIAL BUILDING. 150o gal/min. RECt'D 20 psi HOMESTEAD ROAD e 1 Flag � K 08 338' LOCATION OF NEW STRUCTURE SAND / GRAVEL SIMILAR STORAGE BUILDING (E) BUILDING 4. DURING PREPARATION OF THE BUILDING SITE, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED 6Y THE BUILDING. W 5. THE CONTRACTOR SHALL TAKE CARE TO PROTECT ALL EXISTING TREES AND SITE FEATURES DURING EXCAVATION AND > _ TRENCHING OF THE PROJECT AREA. NO GRADING OR DISTURBING OF EARTH SHALL OCCUR WITHIN THE DRIP LINE OF Q EXISTING TREES TO REMAIN. } Q 6. ALL CONSTRUCTION OPERATIONS SHALL BE CONFINED TO THIS PARCEL. NO MATERIALS SHALL BE STORED WITHIN THE W — PUBLIC RIGHT OF WAY. NO SIGNS, UTILITIES OR OTHER MATERIALS SHALL BE NAILED TO TREES. 7. WHERE IT IS NECESSARY TO TRENCH WITHIN THE RIGHT OF WAY THE CONTRACTOR SHALL COORDINATE WORK WITH JJQ THE HOMEOWNERS ASSOCIATION AND SHALL PATCH AND REPAIR ALL PAVING TO ITS ORIGINAL CONDITION. m B. THE CONTRACTOR SHALL PROVIDE SURFACE DRAINAGE OF 112" PER FOOT FOR A MINIMUM OF 10' AWAY FROM THE Z STRUCTURE ON ALL SIDES. 9. ALL POINTS OF CONNECTION SHOWN FOR UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT UTILITY PROVIDERS AND VERIFY THE LOCATION OF ALL SERVICES AND THE REQUIREMENTS OF INDIVIDUAL PROVIDERS PRIOR TO BUILDI G PERFORMING ANY WORK. (E 10, DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY BETWEEN THE PLANS AND THE INTENT OF THE PROJECT SHALL BE PROMPTLY REPORTED TO THE DESIGNER. DO NOT SCALE DRAWINGS. 11. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, STATE OR FEDERAL AGENCIES HAVING JURISDICTION. CODE PLUS, INC. ASSUMES NO RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE DRAWINGS. SAFETY METHOD AND TECHNIQUES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF CODE PLUS, INC. OR ITS ENGINEER DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY CODE PLUS, INC. OF THE PROGRESS OF THE PROJECT TO FACILITATE ON -SITE VISITS TO ANSWER QUESTIONS AND VIEW THE PROGRESS AND QUALITY OF WORK. 12. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL LOCATION. TIM BERRY, P.E. DOES NOT PERFORM CONSTRUCTION OF FALSE WORK OR TEMPORARY SHORING TO FACILITATE CONSTRUCTION. 13, ACCESSIBLE ROUTE SHALL HAVE NO SLOPE EXCEEDING 5% IN THE DIRECTION OF TRAVEL (WITHOUT DETAILING A COMPLYING ACCESSIBLE RAMP)AND NO CROSS -SLOPE EXCEEDING 2%.CBC 11B. 14. OWNER IS RESPONSIBLE FOR ON SITE FIRE HYDRANT, TRASH RECYLCING, GREEN CODE, STORM WATER POLLUTION V F.H. = FIRE HYDRANT CONTROL MEASURES AND OTHER DOCUMENTS. 15. OWNERSHIP OF DOCUMENTS: THE DOCUMENTS, AND THE IDEAS AND DESIGNS INCORPORATED HERIN, AS AN SCALE: 1" = 120' 1 INSTRUMENT OF PROFESSIONAL SERVICES, ARE THE PROPERTY OF CODE PLUS, INC. ANY PORTION, WHOLE OR IN PART A.P.N. 316 - 03 - 045 SHALL CAN NOT BE USED WITHOUT THE WRITTEN AUTHORIZATION OF CODE PLUS, INC. Approved 11-14-2019 luC EXISTING RECYCLING AREA f ---- J�jd­l FENCE �Eary\ l NT FRSTq TE 2g NORTH mkk 2 0 � r rc O �g Q�ry ro r N �"+ N ZEL UH W LU q O `k o ' E I ¢ O F E " z w o) � o a z z oO O O W 7 US Eu Q N O}° n U) Z U Q ��Oo J OmzaD D U) Z M LU WOWZ ~ .60 a Q Dete:11-6-18 App—d: TTB Drawn: BMN Jab #: 18-1062 Sheet: SP1 TRAFFIC RATED ..... ...... ...... :: ------ ------ ::::::.: (2) " BARS OW ...................... !.1 S.,.. 1. 6' ................. ------- BER HIGH POINT TO BE ...... MIN. -2" ABOVE F.F (FIELD VERIFY -SHOP DRAWINGS BY ZURN) #5@WO.c. BOTH WAYS P & BOTTOM BERM DETAIL SCALE: "GUTTER" ZURN Z874-U-9-HD SCALE: V = 1' FLOW LINE OF GUTTER ELEVATION IS TO BE 12" ABOVE DRAIN INLET MINIMUM AND ABOVE ADJACENT GRADE TO INLET. BERM TOP OF BERM TO BE MINIMUM "GUTTER" ZURN Z874-U-9-HD +2" ABOVE HIGHEST POINT OF SHOP DRAWINGS TO BE SUBMITTED FINISH FLOOR AND ADJACENT GRADE. AND APPROVED PRIOR TO RELEASE LOWSIDE FOR FABRICATION OF DRAINAGE DIRECTION SITE LOWSIDE 6" COMPACTED 90% DIRECTION 1% SLOPE SUB BASE; TYPICAL (FIELD VERIFY) 101-0.. 101-01, 1:12 MAX. SLOPE 9 TYPICAL I% SLOP. O/�OPE BUILD FLOORSLOPE AWAY SLOPE AWAY MINIMUM 5% FOR 10' AWAY MINIMUM 5% FOR 10'AWAY Approved I THEN 1% SLOPE AWAY 11-14-2019 8" WIDE CURB TOP OF CURB MINIMUM 18" ABOVE FLOW LINE OF GUTTER. LOCATION OF NEW STRUCTURE SAND / GRAVEL SIMILAR STORAGE BUILDING NORTH GUTTER MAY BE MIRRORED DUE TO SITE WATER FLOW SCALE: 1 10' DIRECTION TO INLET. Approved 11-14-2019 BERM STRAW TOP OF BERM TO BE MIN. +2" WADDLES ABOVE HIGHEST POINT OF FINISH FLOOR •--------------------------------------__--___-_-•- i 6" COMPACTED 90 % i 1%SLOPE SUB BASE; TYPICAL .sleawixs ®+ro.e. eExreasoro � 10'-0" P �"iGxEa�'��I��oMP.�TEoroso". 10,_0� 1:12 MAX. SLOPE i } TYPICAL � 1%SLOPE 1 I ♦ I ♦ � I 1 SLOPE AW=/' SLOPE AV�AAY MINIMUM MINIMUM 5%j. FOR 10' AWAYTHEN 1% THEN 1% '--------------- ----------------------- -1 NORTH LEGEND: _ _ _ _ _ _ _ - STRAW WADDLES w pGE01� PAVEMEM r 1 ON -BITE CATCH TT BASIN PROTECTIO P.N STRAW WADDLES AROUND CS R PeTAILI aegeeww "STORMWATER QUALITY NOTES": srABarzeD w0000 gM�n "'x 1. CONTRACTOR SHALL PROVIDE DRAIN INLET PROTECTION (GRAVEL BAGS AND FILTER FABRIC OR CONSTRUCTION ENTRANCE sPluW_ I a+G xlGx cz PEaeNEI PROPRIETARY TEMPORARY GEOTEXTILE INSERTS) FOR ALL CATCH BASINS LOCATED IN THE VICINITY zanGswG. SECTION'S' OF WORK (SEE DETAIL 1) THIS INCLUDES ANY CATCH BASINS IN THE PUBLIC RIGHT-OF-WAY, AS TYPICAL PROTECTION FOR INLET ON SUMP WELL AS ANY ON -SITE CATCH BASINS ON PRIVATE PROPERTY. aa.za-P�rnwG 2. CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCEIEGRSS FROM PROJECT im Mix_ P` r eAaucKLeTreaa SITE TO PREVENT TRACKOUT OF SEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY FROM CONSTRICTION VEHICLES. 1^X1"STAKES B^B"Eia.I—l" ONG EGFPA-E"T �n 1'usscBEws 3. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT DEPOSIT SEDIMENT ONTO �4'-B' OC. MAX. STRAWTER OF SPROUND rEOG T— aw oPwT THE PUBLIC ROADWAY, SIDEWALKS AND GUTTERS. ALL SEDIMENT AND CONSTRUCTION DEBRIS PERIMETER OF SITE MUST BE REMOVED BY THE END OF EACH WORKING DAY. vn CONCRETE WASHOUT SIGN DETAIL 4. CONTRACTOR SHALL USE STREET SWEEPING OR OTHER DRY SWEEPING METHOD, AS NECESSARY, _ (OR EQUIVALENT) TO REMOVE CONSTRUCTION OR DEMOLITION -RELATED SEDIMENT FROM PUBLIC SIDEWALKS, GUTTERS AND ROADWAY1^a" MAXIMUM —{P— . LLWAY I SAGHIGx is uuwG sraaw E DEPRESSION SPIsSaG3 HIGH Pusnc m'PI z11 5. CONTRACTOR SHALL SCHEDULE WORK FOR DRY -WEATHER DAYS WHEN NO RAIN IS IN THE EROSION CONTROL TYPICAL PROTECTION FOR INLET ON GRADE TYPE'ABOVE GROUNDe `wSE IMMEDIATE FORECAST. STRAW WATTLE PLACEMENT wITH STRAW BALES 6. CONTRACTOR SHALL INSTALL A CITY -APPROVED WASHOUT STRUCTURE AT THE CONSTRUCTION STAPLE DETAIL SITE. ALL CONCRETE, PAINT, STUCCO AND OTHER LIQUIDS WILL BE WASH OUT IN THIS AREA. (SEE DETAIL 2). T CONTRACTOR SHALL PROVIDE DUST CONTROL TO PREVENT THE NUISANCE OF BLOWING DUST Iu WITHOUT CAUSING SEDIMENT,DEBRIS, OR LITTER TO ENTER THE CITY STORM DRAIN SYSTEM. s.xoTenPucoeLe lxulsnswRx wGx s�Ts oNocurswnxoGrvarea Pnsalc. aoPTxs TsraPowar coxcBSTs wnsxoGr PAcain. 8. CONTRACTOR SHALL INSTALL ANY OTHER BMP'S AS NECESSARY TO CONTROL THE DISCHARGE OF POLLUTANTS FROM THE PROJECT SITE. DETAIL "1" DETAIL 7'