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Home My WebLink About2238 As Builts t i BENCHMARK ClTllyl� OF CHO AMON A CIVIC C' NTER F. I C REPLAC' . M NT X AN STAN Y N OR P 10500 CIVIC C NT R RIV RANC 0 C CAMONGA, CA. 91730 SASIC SCOPE OF WORK DRAWING LIST OWNER DtlliG.NO. DESCRIPTION - 1. THE BASIC SCOPE OF WORK ARE THE ELECTRICAL SERVICE REPLACEMENT AND STANDBY GENERATOR UPGRADE AS FOLLOWS; CITY OF RANCHO CUCAMONGA 70.1 TITLE SHEET _-- 10500 CIVIC CENTER DRIVE, ------- -' ? 1.1 ADD TWO (2) 450 KW STANDBY EMERGENCY GENERATORS WITH OUTDOOR TYPE RANCHO CUCAMONGA, CA. 91730 EPO.1- GENERAL NOTES, LEGENDS, ABBREVIATIONS, CODEANALYSIS & DRAWING LIST SOUND ATTENUATED ENCLOSURE, GENERATOR PARALLELING SWITCHGEAR AND ATS. EO.2 - SINGLE LINE DIAGRAM 1.2 REUSE EXISTING ONE (1) 300 KW EMERGENCY GENERATOR WITH 1000-GALLON FUEL TANK "" " --.__ _ J� �itt5d?6 .K _ ,a� I s ma� EO.3 - PARTIAL SINGLE LINE DIAGRAM --EXISTING NTH RUNNING TIME OF 41.7 HOURS FOR THE THIRD FLOOR OF PUBLIC SAFETY BUILDING. Oq#hag�lud 66 _ a- (0 STRUCTURAL ENGINEERS - REMOVE AND DISPOSE EXISTING 150 KW GENERATOR AND ATS. REPLACE EMERGENCY w _-- 5• __,_' �- !11'c � " EO 4 SINGLE LINE DIAGRAM F-jlstOrlc GIF f86-M_ I1 '` 66 othil .BlvirllFiistoilc RAS 6'.. 68 ' DISTRIBUTION BOARD. - •-- ano�(�A__ TMAD TAYLOR & GAINES EII SINGLE UNE DIAGRAM I 1.4 PROVIDE NEW METERING AND MAIN BREAKER SWITCHGEAR SECTIONS, OUTDOOR TYPE, RATED cpl( w u; 800 NORTH FERRARI LANE, SUITE 100 --- _ _ _•_.___._ -_ _ _ _______._ ___-__ P' r:7i y 811 ONTARIO, CALIFORNIA 91764 E1.0 DEMOLITION SITE PLAN AT 4000 A, 480/277V. �� t . % �- PHONE: 909.477.6915 FAX: 909.477.6916 I � EP1.1 POWER AND PLUMBING 511E PLAN 1.5 PROVIDE NEW INTERIOR TYPE DISTRIBUTION SWITCHBOARD RATED 3000 A, 480/277V. I 1.6 PROVIDE NEW ABOVE GROUND DOUBLE WALL SUBBASE FUEL TANKS AT 1000 GALLONS 44 E2.0 PARTIAL LOWER LEVEL POWER DEMOLITION PLAN i ! i CONTACT: TERRY TSANG, SE EACH WITH RUNNING TiME OF 27.8 HOURS PER GENERATOR. s l�:'. TRACY LIEW, SENIOR ASSOCIATE E2.1 PARTIAL LOWER LEVEL POWER DEMOL111ON PLAN 1.7 THE NEW GENERATORS WILL RUN DURING UTILITY POWER OUTAGE, 300 KW GENERATOR E3.OL PARTIAL LOWER LEVEL POWER PLAN 4 WILL ALSO RUN DURING A UTILITY POWER FAILURE AND WILL ONLY SERVE THE THIRD I # 1005;) E FLOOR OF THE PUBLIC SAFETY BUILDING. THE NEW GENERATORS WILL FEED THE REST } Ii } _ E3.OP PARTIAL PLAZA LEVEL POWER PLAN ____-- __ --- --____________._• OF•THE CAMPUS. I i ! Itdi....___.. ._ - - - ---- - Ae ELECTRICAL ENGINEERS E3.OU PARTIAL UPPER LEVEL POWER PLAN 1.8 THE NEW (2)-450KW AND.-EXISTING (i)-300KW GENERATORS DURING SEISMIC DISASTER OR A-DEMONSTRATED UTILITY UNRELIABILITY SHALL BE AUTOMATICALLY ENERGIZE FOR THE E . aI TMAD TAYLOR & GAINES E3.1 PARTIAL LOWER LEVEL POWER PLAN _ FIRST 90 MINUTES FOR EMERGENCY EVACUA11ON OF CIVIC CENTER AND PUBLIC SAFETY m! t ; AREA OF WORK 800 NORTH FERRARI LANE, SUITE 100 ! i � r E3.2 PARTIAL LOWER, PLAZA AND UPPER LEVELS POWER PLANS AREAS NOT WITHIN EOC PREMISES. THE (2)-45OKW SHALL AUTOMATICALLY SHUT DOWN s�{ I '• ; ONTARIO, CALIFORNIA 91764 AND SHALL BE USED AS A BACK-UP FOR THE EXISTING (1)-30OKW GENERATOR SERVING a.� �;� PHONE: 909.477.6915 FAX: 909.477.6916 EP3.3 DEMOLITION AND REMODEL POWER AND PLUMBING PLANS EOC. ONCE THE 1000 GALLON OF EXISTING (1)-30OKW EMPTY, ONE OF THE 450KW GENSET WITH 1000 GALLON WILL RUN AS THE FIRST BACK-UP AND SECOND 450KW THEREAFTER TO 2 51! E4.0 LOAD SUMMARY AND FEEDER SCHEDULES SATISFY NFPA 110, SECTION 5.1.2 REQUIREMENT. �'. CONTACT. NESTOR IGNACIO, PE - E4.1 DETAILS 1 -- rL REY ALVARADO, SENIOR ASSOCIATE - 2. ELECTRICAL YARD EXTENSION: ` �� , '` EP4.2 DETAILS 2.1 EXTEND NEW ELECTRICAL YARD TO HOUSE THE NEW GENERATOR ASSEMBLY AND GENERATOR 2' j ,iifitl m 1 , S1.0 GENERAL NOTES PARALLELING SWITCHGEAR. � •` ••_ ti LANDSCAPE ARCHITECTS S2.0 TYPICAL DETAILS 2.2 EXISTING ELECTRICAL YARD TO REMAIN TO INCLUDE THE NEW CITY UTILITY TRANSFORMER __ �� - -- - -- - -~------ -'--- -w._ - RATED AT 1500 KVO, REUSE EXISTING TRANSFORMER PAD AND HIGH VOLTAGE SWITCH. S3.0 TYPICAL DETAILS i �y �' i ' 1r ARCHITERRA DESIGN GROUP 2.3 REMOVE EXISTING METER AND'PULL SECTIONS AND REPLACE WITH NEW PULL, METER AND a -Iy i 10221 - A TRADEMARK STREET S4.0 FOUNDATION & ROOF PLAN, AND MISC. DETAILS MAIN BREAKER SWITCHGEAR SECTION. _ L' RANCHO CUCAMONGA, CA 91730 -- -- Grdr Center dr � C fir"Gt ntor Cir -^ ..i _ -'•-Civic Gerltgr Dr r�_ s PHONE: 909.484.2800 FAX: 909.484.2802 S LO LEVEL AIN PAR11 i-AN, AND MISC. DETAILS _ � 1 2.4 REMOVE EXISTING LOW VOLTAGE (600 V BELOW) EQUIPMENT TO SUIT NEW LAYOUT. _ � i'I � !' i- - � ��{ SI MISCELLANEOUS DETAILS 2.5 PROVIDE NEW ELECTRICAL YARD ENCLOSURE, 10-FOOT HIGH WALL. THE APPROXIMATE _ �) �� .,.~•'•t ,t'.14r CONTACT: JOSIF PELAYO L-1 DEMOLITION AND CONSTRUCTION PLAN `� DIMENSIONS ARE 25'x35'. �' I Y, L-2 IRRIGA11ON AND PLANTING PLAN L-3 CONSTRUCTION, IRRIGATION AND PLANTING DETAILS 3. ALL WORK AND SCHEDULES SHALL BE COORDINATED THROUGH THE CITY OF RANCHO CUCAMONGA. _ I ;j ��'., __.__.____ ..�_-_____._._.._�- ___._.__•._____._ _-_______-__...____._ _ .._ _________._ _____.. L-4 CONSTRUCTION, IRRIGA11ON AND PLANTING SPECIFICATIONS 4. WORK DISTURBED DURING CONSTRUCTION SHALL BE PATCHED/TOUCHED UP, PAINTED TO MATCH -----• -- _-. _____v-_ _ �__._.___. ___._._.__________ EXISTING COLOR. SCHEME AND LEFT IN A CLEAN CONDITION UPON COMPLETION OF PROJECT. WORKiflf(A+f;nnnie_t-qAn Aatarc, no T. AREAS SHALL BE CLEANED DAILY. N ' 5. ALL CONTRACTORS SHALL BE REQUIRED TO ATTEND iNE PRE-SCHEDULED "PRE-BID" WALK AT THE SITE. 6. OWNER SHALL PROVIDE TEMPORARY STAND BY GENERATOR POWER DURING POWER INTERRUPTIONS TO MAINTAIN CONTINUOUS OPERATION OF THE BUILDING. 7. ALL POWER INTERRUPTIONS TO TAKE PLACE ONLY ON THURSDAY 6:00 PM THRU MONDAY 12:00 AM. 8. THE CITY OF RANCHO CUCAMONGA SHALL BE NOTIFIED (1) ONE WEEK PRIOR TO ANY POWER OR VICINITY MAP "•T-$ 1 SERVICE INTERRUPTIONS, SCHEDULE OF WORK 9. ALL EXISTING UNDERGROUND UTILITIES SHALL BE MARKED PRIOR TO ANY CONSTRUCTION. 1. THE CONTINUED OPERATION OF THE BUILDING IS TO BE MAINTAINED. 10. CONTRACTOR SHALL DISPOSE ALL REMOVED EQUIPMENT AND RETAIN SALVAGE. 2. DURATION OF SHUT DOWN MUST BE APPROVED BY CiTY OF RANCHO CUCAMONdA BEFORE STARTING JOB. M DONALD J.Kwaii,M. - - - LDIENMMMlaM MINOR DEVELOPMENT REVIEW LETTER COMMUNITY DEVELOPMENT Comxirmrntbm DRG2010-00341-THE CITY OF RANCHO CUCAMONGA s RV sGZrrleaaez June 8,2010 DIANE WrL,ms Paget DEPARTMENT SEQUENCE OF CONSTRUCTION THE CITY OF RANCHO CacAmoNGA 1.L& I dos CAMONGA This project Is approved subject to the following conditions and the attached Standard CondMOFW. CONTRACTOR SHALL PROVIDE THE SEQUENCE OF CONSTRUCTION BEFORE STARTING STANDARD CONDITIONS THE JOB. ' June 8,2010 1. Approval is for the installation of two emergency standby generators at the southeast comerof the north -- i Cucamonga parking lot of City Hall in the Industrial Park(IP)District(Subarea 7),located at 10500 Civic Center APPROVED 90500 Civic Center Drive rive;APN: 02D8 35&05. BUILDING DIVISION Rancho Cucamonga,CA 91730 2. The generators shall be completely screened from the public view and ani paint colors,materials,and PROJECT#: DRC2010-00341 CC CIITY O-SANC 0 CUCAMON(3AMENT Attention: TyQualntance finishes,shell match the existing building.Theapplicantshellkeeptheareafreefromtrashanddebris CHECKIUGRUMLONLY Facilities Superimendent and the enclosure free ftoin grafftTi at all times. SUBJECT: MiNOR DEVELOPMENT REVIEW FOR THE INSTALLATION OF TWO GENERATORS ARCHITECTUF�AL/ SUBJECT: MINOR DEVELOPMENT REVIEW DRC2D10.00341-CITY OF RANCHO CUCAMONGA-A 3, A copy of this Approval Letter and the attached Standard Conditions shall be printed on the plans APPLICANT. CITY OF RANCHO CUCAMONGA `' request to Install two emergencysizindbygenerators attha southeast comerofthe north parking submitted for Plan Check, NO® tot of City Hail In the industrial Park II District(Subarea 7),located at 10500 Civic Center LOCATION: 10500 CiViC CENTER DRiVE(CITY HALL) Drive;APN: 0208 353-05. 4, The applicant shell comply with all applicable codes and obtain all the necessary permits from the Dear Mr.QLtaintance: Building and Safety Department. roved insofar as the construrovaI does ALL DF THE FOLLOtMNO CONDITIONS APPLY TO Y47t/R PROJECT. These lana are app tans p law, hese p use authorized are o vio ate o acancel antis a eted and no The Development Review process for the above-described project has been successfully completed and Please nota that conditions may specify completion of certain pians or work prior to issuance of building not grant authority job until work is comp approval has been ranted based upon the foAcwin findings and conditions, Thank u for your permits• APPLICANT SHALL CONTACT THE PLANNING DEPARTMENT, (1909) 477-2750, FOR shall remain on the 1 led until all Inspections have been PProv 9 Po 9 m9 ?ro participation and cooperation during this review process. COMPLIANCE WITH THE FOLLOWING CONDITIONS: building shall be Occup If you should have any questions,please feel free to contact Barbara Tuncay at(909)477-2750,Monday made and a novel Even to occu Fmdlnas through Thursday between the hours of 7:00 a.m.to 6:00 p.m, A, Site Development 1. The applicant,T Qualntance,on behalf of The City of Rancho Cucamonga,proposes to Instal two Sincerely, 1, The site shall be developed and maintained in accordaneewhin the approved planewhich include 1 Y P alta plans,arohdectual elevattone,exterior materials and colors,landscaping,sign program,and 1 -emergency standby generators at the southeast comer of the north parking lot of City Hall In the grading on file In the Planning Department, the conditions contained herein, and the Industrial Park IIP)District(Subarea 7), PLANNING DEPARTMENT located at 10500 Civic Center Drive. DeveklprmentCods regulations. DESCRIPTION OF REVISION DATE �� \ 2. The generators will be Located within a new 25-foot by 35 foot,115-foot high wall,electrical yard Q 2. All site,grading,landscape,Irrigation,and street improvement plans shall be coordinated for 1! APPROVED: tr� consistency prior to Issuance of any permits(such as grading,tree removal,encroochmeM, errdosure,located on the southeast comer of the north parking lot of City Hall. The use does not require a additional rk us&has etc.)or prior to final map approval in the case of a custom lot subdivision,or approved CITY 0 F RANCHO CUCAMONGA any Pa irQ' James Troyer,AICP use has commenced,whichever comes first I 3. The,proposed project is consistentwith the objectives of the Development Code and the purpose of the Planning Director 3. All ground-mounted utHBy,appurtenances such as transformers,AC condensers,etc.,shall be district In which the site Is located.The generators exceed the requkadsetback from amajor boulevard located out ofpubiicviewandadequatelyscreenedthroughtheuseofacombinationofconcrete i ' JRT:BTIds or masonry walls,bermin ,and/orlandsoa In to the satisfaction of the Planning Director. For and will meet the height requirements for this dletdd. 9 p g single-family residential developments,transformers shall be placed in underground vaults. • Attachment: sxndardCortdfilona CIVIC CENTER ELECTRICAL SERVICE REPLACEIIAEi T 4, The proposed project,together with the conditions apppcable thereto,will not be detrimental to the Public health, safety,welfare,or materially Injurious to the properties or the Improvements In the I S. Parking and Vehicular Access(Indicate details on building plates) surroundingareas. The generators dontwill beenclosed tcom comer n a now orhparkngl5-foot by 000fCittoothighwall, I 1. Textured pedestrian pathways and textured pavement across circulation aisles shall be provided � t AND STANDBY GENERATOR UPGRADE electrical yard enclosure,located on the southeast corner of the north parking lot of City Hall I throughout the&-Mopment to connect dwelfurgaNnEsAwAdings with open spacestpla mst S. The Planning Department staff has determined that the project is c arWgorically exempt from the ! recreational uses. requirements of the California Environmental QuaetyAct(CEQA)andthe CaysCEQAGuidelines.The I 10600 CIVIC CENTER DRIVE, RANCHO CUCAMONGA, CA. 91750 project qualifies as a Class 3 exemption under State CEQA Guidelines Section 15303,which covers the 1 construction of new structures.The project entails Installing two emergency standby generators within ! a 25-foot by 35-foot,10400t high wall electrical yard enclosure adjacent to the existing building. Staff finds that there is no substantial evidence that the project will have a significant effect on the APPROVED BY: DATE: ?111110 environment The Planning Director has reviewed the Planntng Departments determination of exemption, and based on its own independent judgment, concurs in the staffs determination of i SC-12.08 1 I CITY ENGINEER RCE: r.5>34.!Z` exemption. I 10100 Civic Center Dc•F.O.Box 807•Rancho Cucamonga,Cil 917291[807•Tel 909=477-270D•Fix 909.477-2849•www.ciryofic,u5 ® I.i I-ANNINGTINALZenisd0anise,31nk1Lettena12010 Letters\JUNE1DRC2010-W341 Std Cond.doc I DESIGN PIAN PREPARED LAY: MENDED .........--_.._.. . . ...__............. --, _.... .. ...... ....... _ . . _.... .. ---- - - _._ - ......---r CUCAMONGA CITY OF RANCHO CU A l -'"' _ 105100 CMC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET i � OF � CHECKED DRAWING NO. i RAN C U RV RAT RAD R.C.E. NO /f•/f /� -i DATE FILE NO .C.Aaie7 _ I f GENERAL NOTES LEGEND ABBREVIATIONS DRAWING LIST \ o ' BUILDING OCCUPANCY CLASSIFICATION: GROUP B 9. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE 22. WHENEVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, SYMBOL DESCRIPTION SYMBOL DESCRIPTION DWG.NO. DESCRIPTION ° RECORD SET OF DRAWINGS. THESE PRINTS SHALL BE CORRECTED WIRE, EQUIPMENT DEVICES, CIRCUIT BREAKERS, GROUND FAULT GENERAL SYMBOLS EP0.1 GENERAL NOTES, LEGENDS, ABBREVIATIONS, CODE ANALYSIS & DRAWING UST a �- E THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. THIS PROTECTION SYSTEMS, ETC. (ALL MATERIALS), ARISES ON THE AF AMPERE FRAME RATING OF CIRCUIT BREAKERS AFF ABOVE FINISHED FLOOR COa M REQUIREMENTS OF: SET OF DRAWINGS SHALL BE KEPT ON THE JOB SITE AND SHALL BE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE EQUIPMENT WITH "E" ADJACENT IS EXISITNG TO REMAIN. EO.2 SINGLE UNE DIAGRAM N a) c'n in co FG ABOVE FINISHED GRADE p o USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL EQUIPMENT WITH »R ADJACENT IS EXISTING TO BE AFU AMPERE FUSE RATING EO.3 PARTIAL SINGLE UNE DIAGRAM - EXISTING ° c°) 0 e > o 0 0 1. 2007 -CALIFORNIA AMENDMENTS (07 CALIFORNIA AS AUTHORIZATION FOR THE CONTRACTOR TO MAKE CHANGES AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED COMPLETELY DISCONNECTED AND REMOVED. AIC AMPS INTERRUPTING CAPACITY RATING (RMS E0.4 SINGLE LINE DIAGRAM ° BUILDING CODE PART 2,1ITLE 24,CCR). IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE AT SYMMETRICAL MINIMUM) ,r, a, UPON COMPLETION OF THE WORK, A SET OF REPRODUCIBLE CONTRACT COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER EQUIPMENT WITH "RR" ADJACENT IS EXSTING TO BE AM AMMETER EO.5 SINGLE LINE DIAGRAM m Q DISCONNECTED, REMOVED AND RELOCATED TO NEW AMP, A AMPERES 2. 2007 - CALIFORNIA AMENDMENTS (07 CALIFORNIA DRAWINGS SHALL BE OBTAINED FROM THE ENGINEER, AND ALL AND ENGINEER. . RR LOCATION AND RECONNECTED AS REQUIRED. IPPR APPROVED E1.0 DEMOLITION SITE PLAN o - ELECTRICAL- CODE PART 3,1ITLE 24,CCR),..• CHANGES AS NOTED ON THE RECORD. SET OF DRAWINGS SHALL BE BC BARE COPPER EP1.1 POWER AND PLUMBING SITE PLAN _ -^�� o o N o INCORPORATED THEREON WITH BLACK INK IN' A NEAT, LEGIBLE, 23. REFER TO SINGLE LINE DIAGRAM AND FEEDER SCHEDULES FOR Q RELOCATED EQUIPMENT SHOWN IN NEW LOCATION. C. AMPERE SWITCH RATING -- p o 0 0 ER 3. 2007 - CALIFORNIA AMENDMENTS (07 CALIFORNIA UNDERSTANDABLE AND PROFESSIONAL MANNER, AND ALL CHANGES CONDUIT AND CONDUCTOR SIZE TO PANELS, TRANSFORMERS, EXISTING CONDUIT RUN TO REMAIN. EXISTING AMPERE TRIP RATING OF BREAKER E2.0 PARTIAL LOWER LEVEL POWER DEMOLITION PLANAUTO AUTOMATIC Z - MECHANICAL CODE PART 3,TITLE 24,CCR). SHALL BE RECORDED AND INPUT ONTO AUTOCADD DISC AND TURNED MECHANICAL AND PLUMBING EQUIPMENT, ETC. CONDUIT RUNS -E- CONDUCTORS TO REMAIN UNLESS NOTED OTHERWISE ON E2.1 POWER DEMOLITION PLAN OVER TO OWNER. FAILURE TO KEEP RECORD DRAWINGS':UP-TO-DATE MAY NOT BE SHOWN ON DRAWINGS, BUT ARE PART OF THIS DRAWINGS. AWG AMERICAN WIRE GAUGE 4. 2007 - CALIFORNIA.-AMENDMENTS (07 CALIFORNIA SHALL CONSTITUTE CAUSE FOR WITHHOLDING OF PROGRESS PAYMENTS. CONTRACT. BKR BREAKER E3.OL PARTIAL LOWER LEVEL POWER PLAN EXISTING CONDUIT RUN TO BE ABANDONED. REMOVE CT CONDUIT E3.OP PARTIAL PLAZA LEVEL POWER PLAN - PLUMBING CODE PART 5,TITLE 24,CCR). -EA CONDUCTORS AND CAP ENDS OF CONDUIT. CAB CABINET 24. STRAIGHT FEEDER, BRANCH CIRCUIT, AND CONDUIT RUNS SHALL 10. IN SOME INSTANCES, IT MAY BE NECESSARY TO DEFER WORK IN CENTER TO CENTER - - Z C E3.OU PARTIAL UPPER LEVEL POWER PLAN �_ � - - ----- -- ----- - p ; ' 5. 2002 NEPA CHAPTER 72 (NATIONAL FIRE ALARM CODE) WITH CALIFORNIA CERTAIN AREAS AND LOCATIONS UNTIL SUCH TIME AS EXISTING BE PROVIDED WITH SUFFICIENT PULL BOXES OR JUNCTION EXISTING CONDUIT RUN TO BE REWIRED. REFER TO CKT CIRCUIT-EX- PLANS FOR WIRING REQUIREMENTS. E3.1 REMODEL POWER PLAN - AMENDMENTS . FACILITIES CAN BE TEMPORARILY OR PERMANENTLY REARRANGED BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE C.O. CONDUIT ONLY BY THE OWNER. THEREFORE, PULL TO 100 FEET. PULL BOXES SHALL BE SIZED PER CODE CURRENT TRANSFORMER `r U WHENEVER IT BECOMES EXISTING CONDUIT AND WIRE RUN TO BE COMPLETELY COPPER E3.2 PARTIAL POWER PLANS 6. 2000 NEPA CHAPTER 13. NECESSARY FOR THE CONTRACTOR TO PERFORM WORK OR AS INDICATED ON DRAWINGS. LOCATIONS SHALL BE -R- DISCONNECTED AND REMOVED BACK TO LAST REMAINING DISC DISCONNECT EP3.3 DEMOLITION AND REMODEL POWER AND PLUMBING PLANS P DETERMINED IN THE FIELD OR AS INDICATED ON THE OUTLET OR DEVICE. UNDER THIS CONTRACT IN EXISTING AREAS IN WHICH DISTR DISTRIBUTION 7. 2008 NEC AND 2008 - TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE DRAWINGS. E4.0 LOAD SUMMARY AND FEEDER SCHEDULES_-` THE OWNER'S WORK IS BEING PERFORMED, THE "X" INDICATES APPROXIMATE POINT OF INTERCEPTION OF DWG DRAWING MARSHALL REGULATION. EXISTING CONDUIT RUN. CONDUIT TO BE REMOVED AT El EV ELEVATION E4.1 DETAILS CONTRACTOR SHALL ADVISE THE ENGINEER AND THE OWNER 25. MAXIMUM NUMBER OF CONDUCTORS IN OUTLET OR JUNCTION -R--X-E- "R" SIDE OF "X". REMOVE ALL CONDUCTORS PRIOR TO ENCL ENCLOSURE - -- RELATIVE TO THIS REQUIREMENT AND SHALL FOLLOW CLOSELY BOXES SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE, CUTTING CONDUIT. EXACT LOCATION OF ALL CONDUITS EP4.2 DETAILS EQPT EQUIPMENT THE DIRECTIVE ISSUED BY THE ENGINEER INSOFAR AS TIMESHALL BE FIELD VERIFIED. EXTEND CONDUIT AS INDICATED ARTICLE 370-6 F" , BUT IN NO CASE SHALL CONTAIN MORE THAN EXISTING AND PROCEDURE ARE CONCERNED. THE CONTRACTOR SHALL ON PLANS. z 1. THE SEISMIC ANCHORAGE FOR ALL MECHANICAL AND ELECTRICAL THE FOLLOWING NUMBER OF #12 AWG CONDUCTORS FOR THE SIZE FDR FEEDER EQUIPMENT SHALL BE DESIGNED TO WITHSTAND A LATERAL FORCE: INCLUDE IN HIS BID ALL PREMIUM TIME TO WHICH HE MAY BE OF BOX INDICATED. THE MINIMUM SIZE OUTLET OR JUNCTION CONDUIT RUN, CONCEALED IN CEILING, WALLS OR UNDER FINISHED FLOOR SUBJECTED FOR PERFORMING WORK IN SUCH PROCEDURE AND AT BOX PERMITTED !N A WALL IS FOUR INCHES SQUARE BY 1-1/2 FLOORS. HH FINISHED GRADE _ �� - U 0 law I✓ FLEX FLEXIBLE a. CALCULATED AS SPECIFIED IN SECTION 1632A AND TABLE 16A-0 SUCH TIMES AS MAY BE NECESSARY TO CAUSE THE LEAST INCHES DEEP. - - CONDUIT RUN UNDERGROUND. FLUOR FLUORESCENT _ _ -� M - �� ' r OF THE VOL. 2, TITLE 24, 1998 CBC. INTERFERENCE WITH THE OPERATIONS OF THE OWNER. FUT FUTURE = -� CONDUIT STUBBED OUT AND CAPPED. PULL LINE IN SQ. BY 1-1/2" D 9 CONDUCTORS GND GROUND -•---- --- -- - ____ __.____._ ____ ___� �, b. IN LIEU OF CALCULATIONS PER 1 THE ANCHORAGE SHALL BE 11. AFTER ALL REQUIREMENTS OF THE SPECIFICATIONS AND/OR THE PLACE. 4" SQ. BY 2-1/8" D = 13 CONDUCTORS HOA HAND-OFF-AUTOMATIC d; CAPABLE OF WITHSTANDING A LATERAL FORCE EQUAL TO 2.2 Wp DRAWINGS HAVE BEEN FULLY COMPLETED, REPRESENTATIVES OF 4-11/16" SQ. BY 1-1/2" D = 11 CONDUCTORS CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF #12 ISC SHORT CIRCUIT CURRENT --� __-y `! - -- (a -iACTING SIMULTANEOUSLY WITH A VERTICAL FORCE *EQUAL TO THE OWNER WILL INSPECT THE WORK. THE CONTRACTOR SHALL " CURRENT CARRYING CONDUCTORS CONTAINED THEREIN. J.B. JUNCTION BOX OC Q 4-11/16 SQ. BY 2-1/8 D = 18 CONDUCTORS TWO #12 AND ONE #12 GROUND WIRE ARE INDICATED WHENZ PROVIDE COMPETENT PERSONNEL TO DEMONSTRATE THE k THOUSAND (KILO) 0.72Wp (BOTH FORCES AT SERVICE LEVEL, THESE VALUES CORRES- CROSS LINES ARE NOT SHOWN. NUMERALS ADJACENT TO W O OPERATION OF ANY ITEM OR SYSTEM TO THE FULL ~. CROSS UNES ON CONDUIT RUNS INDICATE SIZE OF kV KILOVOLTS POND TO AN LP=1.15 AND CA=0.66, FOR OTHER VALUES OF LP ALL OUTLET BOXES CONTAINING MORE THAN ONE DEVICE SHALL AND CA, THE LATERAL AND VERTICAL FORCE CAN BE ADJUSTED SATISFACTION OF EACH REPRESENTATIVE. FINAL ACCEPTANCE CONDUCTORS IN LIEU OF #12. ALL CONDUITS SHALL kW KILOWATTS OF THE WORK WILL BE MADE BY THE OWNER AFTER RECEIPT OF BE GANGED. TWO DEVICES DOUBLE GANGED, MINIMUM. CONTAIN ONE GROUND WIRE SIZED PER C.E.C. TABLE kVA KILOVOLT AMPERES "� 0 O ACCORDINGLY) 250-95, BUT NOT SMALLER THAN #12. cc APPROVAL AND RECOMMENDATION OF ACCEPTANCE FROM EACH B_1kVAR KILOVOLT AMPERES REACTIVE _ * INCLUSION OF VERTICAL FORCE PER TABLE 16-0 FOOTNOTE 20 REPRESENTATIVE. 26. WHERE MULTI-HOMERUNS ARE INDICATED ON DRAWINGS CONDUIT HOMERUN TO PANELBOARD. LETTER AND kWH KILOWATT-HOURS jr (FOR EMERGENCY POWER SUPPLIES & COMMUNICATIONS EQUIPMENT INDICATING THE SAME PANELBOARD CIRCUIT NUMBER, PROVIDE NUMERALS INDICATE ELECTRICAL PANEL AND CIRCUIT kWHD ® V ONLY) JUNCTION BOX ABOVE ACCESSIBLE CEILING AND ROUTE ONE SET NUMBER. WZ 12. THE CONTRACTOR SHALL FURNISH A ONE YEAR WRITTEN LS LIMIT SWITCH Z t GUARANTEE OF MATERIALS AND WORKMANSHIP FROM THE DATE OF OF WIRES TO CIRCUIT BREAKERS. ISOLATED GROUND WIRE. RUN IN ADDITION TO REGULAR LT, LTS LIGHT, LIGHTS LL, CC 2. THE CAPACITY OF THE ANCHORAGE CONNECTORS IN SHEAR AND/OR OCCUPANCY. GROUND WIRE. LTG LIGHTING C9 11111 1 rz TENSION SHALL BE CLEARLY INDICATED IN THE CALCULATIONS, WHICH 27. THE NUMERALS SHOWN AT TOP OF LIGHT FIXTURE �_ MA MILLIAMPS INDICATE, ICBO REPORT NO. (IF APPLICABLE) THEIR TOTAL NUMBER, IDENTIFICATION SYMBOLS INDICATING THE NUMBER OF LIGHT SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD. I. * Ec 13. ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT MAN MANUAL SIZE, GRADE, EMBEDMENT, EDGE DISTANCES, AND OTHER FACTORS SHALL BE MADE BY THE CONTRACTOR. FIXTURES REQUIRED SHALL NOT BE USED BY THE CONTRACTOR RECESSED BRANCH CIRCUIT PANELBOARD. MAG MAGNETICW Q W I WHICH AFFECT THE CAPACITY IN SHEAR AND TENSION. FOR HIS QUANTITY TAKE-OFF AT BIDDING, NOR FOR MAX MAXIMUM 04 J F- DETERMINATION OF HOW MANY FIXTURES WILL BE INSTALLED. P1 PANEL DESIGNATION. I 3. ALL ELECTRICAL PREFABRICATED EQUIPMENT SHALL BE 14. COORDINATE WITH OTHER TRADES AS TO THE EXACT LOCATION MCB MAIN CIRCUIT BREAKER OF THEIR RESPECTIVE EQUIPMENT. SUPPLY POWER AND MAKE THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE WHEREVER A RECESSED COMMUNICATION TERMINAL CABINET. REFER TO MDF MAIN DISTRIBUTION FRAME V DESIGNED AND CONSTRUCTED IN SUCH A MANNER THAT ALL DRAWINGS AND SPECIFICATIONS. V CONNECTION TO MOTORS AND EQUIPMENT REQUIRING ELECTRICAL FIXTURE OUTLET IS SHOWN ON THE DRAWINGS. MIN MINIMUM PORTIONS, ELEMENTS, SUB-ASSEMBUES AND/OR PARTS OF SAID MT, MTD, MTG MOUNT, MOUNTED, MOUNTING EQUIPMENT, AND THE EQUIPMENT AS A WHOLE INCLUDING ITS ELECTRICAL DRAWINGS, AS INDICATED ON THE S, AND DRAWINGS OF OTHER LINE DIAGRAM, TRADES. �_ SURFACE MOUNTED COMMUNICATION TERMINAL CABINET. ® Z� ® � 28. DRAWINGS ARE DIAGRAMMATIC ONLY. ROUTING OF RACEWAYS REFER TO DRAWINGS AND SPECIFICATIONS. MTBB MAIN TERMINAL BACKBOARD ATTACHMENTS, WILL RESIST A LOAD WHICH EXCEEDS THE FORCE O SHALL BE AT THE OPTION OF THE CONTRACTOR UNLESS NO, NOS NUMBER, NUMBERS UA O { LEVEL USED TO RESTRAIN AND ANCHOR THE EQUIPMENT TO THE REVIEW THE DRAWINGS OF OTHER TRADES FOR CONTROL JUNCTION BOX IN ACCESSIBLE CEILING SPACE OR FLUSH DIAGRAMS, SIZE AND LOCATION OF EQUIPMENT. DISCONNECT OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER 0 IN WALL WITH BLANK COVER PLATE TO MATCH DEVICE NTS NOT TO SCALE V 0 SUPPORTING STRUCTURE. SECTIONS. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR PLATES. OC ON CENTER r SWITCHES, STARTERS, WIRING, CONTROLS, AND CONDUIT FOR 4. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND MECHANICAL AND PLUMBING OPERATIONS SHALL BE PROVIDED. LOCATIONS OF ANY ELECTRICAL, STRUCTURAL, LANDSCAPE, OR SINGLE LINE DIAGRAM SYMBOLS OL OVERLOAD e ; THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING MECHANICAL ITEMS OR FEATURES. PB PUSHBUTTON SHALL BE LISTED BY UNDERWRITER'S LABORATORIES (UL) AND MOLDED CASE CIRCUIT BREAKER. "AF" INDICATES PIV POST INDICATOR VALVE V BEAR THEIR LABEL, OR LISTED AND CERTIFIED BY A MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN ALL 29. ALL CONSTRUCTION RELATED EXTENSION CORDS SHALL BE CFC1 PROTECTED. 1 3P AMPERE FRAME, "AT" INDICATES AMPERE TRIP RATING PNL PANEL NATIONALLY RECOGNIZED TESTING AUTHORITY WHERE UL DOES CONDUIT TO THIS EQUIPMENT. 100AF AND NUMBER OF POLES AS INDICATED. SUBSCRIPT PRI PRIMARY NOT HAVE A LISTING. CUSTOM MADE EQUIPMENT SHALL HAVE 30. ELECTRICAL CONTRACTOR SHALL COMPLY WITH ALL NFPA 70E 70AT I INDICATES TYPE. PVC POLYVINYL CHLORIDE ' COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER 15. EXACT METHOD AND LOCATION OF CONDUIT PENETRATION AND REQUIREMENTS. NO SUBSCRIPT THERMAL MAGNETIC PW PART WINDING ATTESTING TO ITS SAFETY. IN ADDITION, THE MATERIALS, OPENINGS IN CONCRETE WALLS OR FLOORS OR . STRUCTURAL EQUIPMENT, AND INSTALLATION SHALL COMPLY WITH THE STEEL MEMBERS SHALL BE AS DIRECTED BY THE STRUCTURAL VOLTAGE TRANSFORMER. FLOOR MOUNTD, COPPER PWR POWER REQUIREMENTS OF THE FOLLOWING: ENGINEER. PERFORM CORING, SAWCUTITNG, PATCHING, AND WOUND, DRY TYPE UNLESS SPECIFIED OTHERWISE. REC RECEPTACLE REQD REQUIRED REFINISHING OF EXISTING WALLS AND SURFACES WHEREVER IT UTILITY METER SOCKET, WITH C.T.s, CLIPS, ETC., PER AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) IS NECESSARY TO PENETRATE. OPENINGS SHALL BE SEALED IN M SERVING UTILITY COMPANY. SCH SCHEDULE WtNEERit r INSULATED POWER CABLE ENGINEERS ASSOCIATION AN APPROVED METHOD TO MEET THE FIRE RATING OF THE GROUND, "GIRD" SEC SECONDS, SECONDARY 1 . SECT SECTION (IPCEA) PARTICULAR WALL, FLOOR OR CEILING. EXACT METHOD AND o NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION " SHLD SHIELDED LOCATIONS OF CONDUIT PENETRATIONS AND OPENINGS IN GFI "GROUND FAULT INTERRUPTER (NEMA) CONCRETE WALLS OR FLOORS SHALL BE UL APPROVED. GFP GROUND FAULT PROTECTION DEVICE. SHE SHEET 01. �t o SPECS SPECIFICATIONS AMERICAN STANDARD ASSOCIATION (ASA) 16. CONNECTIONS TO VIBRATING EQUIPMENT AND SEISMIC ST SHUNT TRIP y�P GFS GROUND FAULT SENSOR. 1Si�3a NATIONAL FIRE PROTECTION AGENCY (NEPA) SEPARATIONS: STA STATION AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) co CALIFORNIA ELECTRICAL CODE (CEC) - LATEST EDITION O AMMETER. SHE SHEET i CALIFORNIA CODE OF REGULA110NS TITLE 24 (CCR) LIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN DRY INTERIOR SPECS SPECIFICATIONS LOCATIONS. ST SHUNT TRIP INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERSLIQUID-TIGHT FLEXIBLE STEEL CONDUIT IN AREAS V VOLTMETER. STA STATION E' O m (IEEE) EXPOSED TO WEATHER, DAMP LOCATIONS, CONNECTIONS TO STD STANDARD 3 r � ALL LOCAL CODES HAVING JURISDICTION. KWH DEMAND (KILOWATT) METER. TRANSFORMER ENCLOSURES, AND FINAL CONNECTIONS TO SW SWITCH MOTORS AND MECHANICAL EQUIPMENT. KW SYS SYSTEM Z o WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREMENTS, USAGE (KILOWATT HOUR) METER. rn SYM SYMMETRICAL THE MOST STRINGENT RULE SHALL APPLY. PROVIDE A SEPARATE INSULATED EQUIPMENT GROUNDING TERM TERMINAL o 0) U_5. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS CONDUCTOR IN ALL FLEXIBLE CONDUIT RUNS. MAXIMUM LENGTH LIGHTING SYMBOLS TTB TELEPHONE BACKBOARD C f INDICATED ON THE DRAWINGS PRIOR TO SUBMITTING A BID. THEY SHALL BE SIX FEET UNLESS OTHERWISE NOTED. CEILING LIGHT FIXTURE AND OUTLET, HID, TYP TYPICAL 0 0 - SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING FLUORESCENT, OR INCANDESCENT. LOWER CASE LETTER LINO UNLESS NOTED OTHERWISE N 0 17. ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE 01a INDICATES CONTROLLING SWITCH, NUMERAL INDICATES UPS co U- CONDITIONS AND BY SUBMITTING A BID, ACCEPTS THE CONDITIONS CIRCUIT. SHADED SYMBOL INDICATES FIXTURE WITH U CEILING SPACES PARALLEL AND PERPENDICULAR TO WALLS AND V VOLTS 0 UNDER WHICH THEY SHALL BE REQUIRED TO PERFORM THEIR WORK. EMERGENCY BATTERY PACK. Q ADJACENT PIPING. ARRANGE CONDUIT TO MAINTAIN HEADROOM W WATTS z Z 0) 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A AND TO PRESENT A NEAT APPEARANCE. FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE WP WEATHERPROOF a O �, a LETTER INDICATES CONTROLLING SWITCH, NUMERAL XFMR TRANSFORMER W o c s COMPLETE SET OF CONTRACT DOCUMENTS, ADDENDA, DRAWINGS INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE C o0 O o. i 18. CONDUIT SHALL NOT BE INSTALLED IN ANY FLOOR SLAB. v AND SPECIFICATIONS. THEY SHALL CHECK THE DRAWINGS OF THE 1a WITH EMERGENCY BATTERY PACK. CONDUIT SHALL BE INSTALLED CONCEALED IN THE CEILING OTHER TRADES AND SHALL CAREFULLY READ THE ENTIRE BRACKET OR WALL MOUNTED LIGHT FIXTURE AND OUTLET, PLUMBING LEGEND to I SPACE, CONCEALED IN WALLS, OR BELOW SLAB ON GRADE SPECIFICATIONS AND DETERMINE THEIR RESPONSIBILITIES. HID, FLUORESCENT OR INCANDESCENT. LOWER CASE Z FAILURE TO DO SO SHALL NOT RELEASE THE CONTRACTOR FROM UNLESS NOTED OTHERWISE. O-+ LETTER INDICATES CONTROLLING SWITCH, NUMERAL O Q SYMBOL ABBREV. DESCRIPTION '� U U INDICATES CIRCUIT. SHADED CIRCLE DENOTES FIXTURE H DOING THE WORK IN COMPLETE ACCORDANCE WITH THE DRAWINGS a F- Z 19. 5 WITH EMERGENCY BATTERY PACK. a U Q AND SPECIFICATIONS. ATTENTION IS CALLED TO THE FACT THAT THE CEILING - CW COLD WATER = U J SYSTEMS FOR THE MOST PART ARE CONSIDERED TO BE �j U w j ILLUMINATED EXIT LIGHT FlXIURE. SIDE, BACK, HB HOSE BIBS ~ w J - 7. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, INACCESSIBLE. THE CONTRACTOR SHALL STRATEGICALLY CEILING, OR PENDANT MOUNTED, SINGLE OR DOUBLE m co 2 w U FEES, CHARGES, AND INCIDENTAL COSTS NECESSARY FOR LOCATE BOXES, ETC., IN AN ACCESSIBLE CEILING SPACE. ®+ FACED AS NOTED BY SHADED ARC, WITH OR WITHOUT ® POC POINT OF CONNECTION m ' • ' • EXECUTION AND COMPLETION OF ELECTRICAL WORK INCLUDING I DIRECTIONAL ARROW AS NOTED ON THE DRAWINGS. NOT a TO BE USED AS JUNCTION BOX OR "THROUGH-WIRE" FU FIXTURE UNIT(S) ALL CHARGES BY STATE, COUNTY AND LOCAL GOVERNMENTAL 20. COORDINATE REQUIRED ACCESS DOORS IN NON-ACCESSIBLE DEVICE. E AGENCIES. CEILINGS TO SUIT FIELD CONDITIONS. THE EXACT SIZES AND LOW LEVEL EXIT LIGHT FIXTURE, WALL MOUNTED WM1H OR `WI_ _ W W a PHYSICAL LOCATIONS SHALL SUIT ACCESSIBILITY AND WITHOUT DIRECTIONAL ARROW AS NOTED ON THE IIFIA - � E4 C1 Y 8. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES F � � %+ W Q O Z CONSTRUCTION CONDITIONS. ACCESS DOORS SHALL BE DRAWINGS. BOTTOM OF FIXTURE AT +6 INCHES ABOVE Ca �( AT THE SITE. ANY COSTS TO INSTALL WORK TO ACCOMPLISH SAID PROVIDED IN OTHER SECTIONS OF THE SPECIFICATIONS. ® L FINISHED FLOOR AND WITHIN FOUR INCHES OF DOOR . � jUHALNhV -, J Q �Etf1FAIt't6 .. COORDINATION WHICH DIFFERS FROM THE WORK AS SHOWN ON THE FRAME WHERE APPLICABLE. y � �" NSUPPORTING STRUCTURE. ACCESS DOORS SHALL HAVE A FIRE RATING EQUAL TO THE 1 W Q V c� DISCREPANCIES, A BE BROUG T CEILING ASSEMBLY IN WHICH THEY ARE INSTALLED. LIGHTING FIXTURE IDENTIFICATION SYMBOL LETTER NV VQ 1� Z ~ ~ Od r OR CONFUCIS SHALL H INDICATES FIXTURE TYPE. NUMERALS IN LOWER HALF OF ;r 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAWCUTTING, HEXAGON INDICATE FlXIURE WATTAGE (INCLUDING . _ TO THE ATTENTION OF THE ENGINEER (DELIVERED IN WRITING) Q 21 BALLAST WHERE APPLICABLE). NUMERAL OUTSIDE TOP OF f r as the construction and J TRENCHING, BACKFILLING, COMPACTION AND PATCHING OF a These plane are approved iano.a o, ON DURING BID TIME FOR CLARIFICATION. ANY SUCH CONFLICTS HEXAGON INDICATES NUMBER OF FIXTURES REQUIRED. thoriz©dare correct and lawful,Thio aAproyal does ai CONCRETE AND ASPHALT AS REQUIRED TO PERFORM HIS WORK. 106 NUMERAL OUTSIDE BOTTOM OF HEXAGON INDICATES note a rantauthorit toviolatecompleted a d no ■.. X NOT CLARIFIED PRIOR TO BID SHALL BE SUBJECT ATTENTION IS CALLED TO THE FACT THAT THERE ARE EXISTING +9'-0" buildin shall b occupied untlilall Insp cl onsthavo 5oen � _ MOUNTING HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. MEN TO THE INTERPRETATION OF THE ENGINEER AT NO ADDITIONAL OMISSION OF MOUNTING HEIGHT INDICATES CEILING made 9 danorovalalvantoocou v. ° W of UNDERGROUND UTILITY LINES. THE CONTRACTOR SHALL USE MOUNTING. co 03 n COST TO THE OWNER. w EXTREME CAU110N WHEN TRENCHING FOR HIS WORK. THE a CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND 3f< SWITCH. LOWER CASE LETTER AT BOTTOM INDICATES OUTLETS CONTROLLED. CAPITAL SUPERSCRIPT INDICATES O o APPROVED REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR Sa SWITCH TYPE. Z O Q' o HIS WORK. NO SUPERSCRIPT - SINGLE POLE SWITCH C:) O LO 0 2 - DOUBLE POLE U Q Z 00 of 3 - THREE WAY 0: N Qj 0 4 - FOUR WAY N O K - KEYED SWITCH M - MANUAL MOTOR STARTER WITH O CVO rn THERMAL OVERLOAD PROTECTION 051 N POWER SYMBOLS m M DUPLEX GROUNDING TYPE RECEPTACLE, 20 AMP, 125 Y _ ZQO ` VOLT, MOUNTED +15 INCHES TO ; CENTER UNLESS OTHERWISE NOTED. t CU 0 DUPLEX GROUND FAULT INTERRUPTING TYPE RECEPTACLE, 0 20 AMP, 125 VOLT, 2 POLE, 3 WIRE. MOUNTED AT +15 Sheet No: a INCHES TO CENTER UNLESS OTHERWISE NOTED. U 0 EPOA z KEY NOTES \ O1 POWER UTILITY COMPANY SHALL DISCONNECT AND REMOVE O SECONDARY SERVICE FEEDER IN EXISTING TRENCHES. E E E \ 2O POWER UTILITY COMPANY SHALL PULL NEW SECONDARY SERVICE FEEDER IN EXISTING TRENCH. CONNECT NEW SECONDARY SERVICE c LL. FEEDER TO EXISTING UTILITY PAD MOUNTED TRANSFORMER. L._. d rn g O REMOVE EXISTING METERING EQUIPMENT AND ENCLOSURE AND PROVIDE OPLACE. E EW METERING/MAIN CIRCUIT BREAKER "ECB-M" IN m t o o O EXISTING U71UTY METER AND CTS SHALL BE DISCONNECT AND M Co N o REMOVED BY POWER UTILITY COMPANY. 0 o o 5O REWIRE EXISTING UNDERGROUND CONDUIT. Z 6O INTERCEPT EXISTING UNDERGROUND CONDUIT WITH 4'x4'x5 CONCRETE MANHOLE "MH-1". O7 REMOVE EXISTING MAIN SWITCHBOARD "M" AND PROVIDE NEW MAIN SWITCHBOARD "MS" IN ITS PLACE. 2: O8 CONTRACTOR SHALL HIRE A THIRD PARTY (RESISTANCE GROUND v TESTING COMPANY) TO PERFORM A RESISTANCE GROUND "r r TESTING TO THE NEW SYSTEM GROUNDING. CONTRACTOR SHALL t � INSTALL REQUIRED GROUNDING RODS TO MEET 5.0 OHMS �..J i GROUNDING SYSTEM RESISTANCE REQUIREMENT. O9 ALL NEW CIRCUIT BREAKERS SHALL BE FULLY RATED TYPE. } LU Z Luco JU (E) CAPACITOR (E) 1500 KVA POWER 0 r BANK UTILITY PAD MOUNTED — TRANSFORMER c (R) EXISTING METERING LV � EQUIPMENT O � � a Q (E) W0 JR 1#4./0 GND(E) '— OMETERING/MAIN CIRCUIT BREAKER "ECB-M"4000A, 480/277V, 30, 4WOCT's M 65K AIC, NEMA 3R1#250KCMIL yTSC= 27.553A_R (R) EXISI7NG 4O U17UTY METER r —a 1 3 4 5 8-8N 1"C.-1#4/0 GND 8 O J W Z ISC= 27.553A 3P 1 O Q Z e j cc CT's M 3P 3000AF GFP 3P 3P 3P 3P o LIQ E (R) 34 — 3000AT g A ' WUr r '� 1 600AF _ I _ >' r SPARESPACES 400AF R) I 1 - - _ _ _ 1 1 1 W 0 W j _ _ _ � _ _ _ _ _ _ _ _ RL _ _ _ I I j zI R R - - - RR— — - - - - - - fl> - - - - - - - - - - - - - -� i v W 4 z L — — — — — - - - - - - - - _ _ _ _ _ _ _ _ 1 ECB—M-2 �j ~ O _ — j m LU cv (E) 1#4/0 GND - - - - - - - - - - - - TO EXISTING POWER L(E) PRIMARY SERVICE _ w Q I SERVICE CONNECTION FEEDER IN TRENCH (E) TRENCH Z Z t I (R) (E) (E) ROMAC 1 640AF 3P _ LU R r o ECB-M-3 t OVT r I,"ECB-1 A" ,Gp 400A (E) 208/12OV, 30, 4W I 45KAICLi� 65K AIC ISC= 11.7KA i (E) 1#3 GNDTS-1 I �• �— TRANSIENT VOLTAGE. I"AA SURGE SUPPRESSION V (R) 200A, 480V, 30 — '— -- "NSS~ SU SUPPRESSION INC.C DISCONNECT SWITCH (E) 112.5 KVA TRANSFORMER "IR" REFER TO SHEET #SHLA 3Y2M ACD2) 2/EO.4 & 1/EO.3 NEMA 3R <6 "MH-1" P FOR CONTINUA11ON ISC= 26.6KA (R) EXISTING MAIN SWITCHBOARD "M" REFER TO SHEET E0.3 O I� �S '� CoftivVIIIT-5 1EFS CB-M- �tN di CA I ' ECB-M-1 A G 1#4/0 GND i NEW MAIN SWITCHBOARD "MS" dir � - O { 1 I ( REFER TO SHEET 1/E0.5 O 8 1"C.-1#4/0 GND 3000A BUS 151038 5 j ISC= 24,656A 3'-4 2 1 � 3P 3P 3P I EMERGENCY GENERATOR Saw f3000AF r SWITCHBOARD EGS" 800AT 3000AT r=AUTOMATIC TRANSFER SWITCH "ATS-M" 3000A, 4-POLE, 480/277V, 30, 4W 3000A 480/277V, 30, 4W 65K AIC, NEMA 3R rn 65K AIC, NEMA 3R o ISC= 27,553A (2)-800AF ' SPACE I tv t�0 rn X BUS J M ti i C _ CD r: ECB-M-1B 5 1#1/0 GND.--\ I'f- cif I - ISC= 4,062A EGS-2 U o O 1#4/0 Z N G 00C 0 1"c.-1#2/0 GND E cio O -C -C t j REMOTE GENERATOR ANNUNCIATOR GAA2 PANEL, REFER TO SHEET E3.OL U U FOR EXACT LOCATION. GENERATOR #2 1"C.. WITH CONTROL WIRING F- Z F- 450 KW, 480/277V, 30, 4W, 42"" C. WITH WIRING (COORDINATE (COORDINATE WIRING REQUIREMENT == U J 60HZ, NEMA 3R WIRING REQUIREMENT WITH WITH GENERATOR/ATS SUPPLIER). X v W _ GENERATOR/ATS SUPPLIER). F- w _j > 1#1/0 GND. co 2 w U G ISC= 4,062A ■ ■ ■ ■ E O 1#4/0 c o N G 1"C.-1#2/0 GND Q I EGS-1 O W Q Z - A ' .a o REMOTE GENERATOR ANNUNCIATOR i f . �0 C�lOdMN7 < JN GAA1 PANEL, EOSHEET E3.OL FOR EXACT LOCATION. Q— � 13 5 450GENEKWT 480/277V, 0 G -, � 3 4W, i1��idt7tat7v.F1A!_I��t��Uc�utaal.fJFJIr�/ p i W F- 60HZ, NEMA 3R NOV 1 7 �Q10 ■ 3 2" C. WITH WIRING (COORDINATE Z WIRING REQUIREMENT Wlll-I � J N GENERATOR/ATS SUPPLIER). «- W I o son These land are approved insofar as the construction and ~ '� ro use au horitod�to correct and lawful.This approyal does a� milli GENERATOR #1 & #2 CONTROLLER FOR MANUAL SHUT DOWN DURING SEISMIC not rantauthgrltytovtolateorcancois completed and rio C oo DISASTER WHEN 90 MINUTES EMERGENCY g� fir.!a shat!remain on the Job until work Is completed and no f EVACUATION IS ACCOMPLISHED. bu+idtn shall be occupied until all incNaclvn;slava bueri m<,.��^ 7�.r0`131�JIV^.n t0 OCC'_'O'r. o (CONTROLLER IS LOCATED IN EOC) L J 00 I 0Lo 2" C. WITH WIRING (COORDINATE Z O N WIRING REQUIREMENT WITH U Q O O O o GENERATOR/ATS SUPPLIER). N pj o TYPICAL O O N O N m >, 3 ai Z Lb s co 0-° o U o rn Sheet No: z SINGLE LINE DIAGRAM NTS E0w2 KEY NOTES 0 O1 DISCONNECT FEEDERS FROM EXISTING MAIN SWITCHBOARD "M" AND a DISTRIBUTION PANEL 'HDPP & HDPB" AND RECONNECT AS SHOWN. EXTEND EXISTING FEEDER AS REQUIRED. O2CO CO REMOVE EXISTING MAIN SWITCHBOARD "M" AND PROVIDE NEW MAIN 0 SWITCHBOARD IN ITS PLACE. > '.R 0 :: • - .. ., , . - to rn -r^ O3 REMOVE EXISTING DISTRIBUTION PANEL "EHDP" AND PROVIDE NEW DISTRIBUTION PANEL IN ITS PLACE. m REMOVE EXISTING DISTRIBUTION PANEL 'HDPP" AND PROVIDE NEW DISTRIBUTION PANEL IN ITS PLACE. m o N o o 0 0 < REMOVE EXISTING.DISTRIBUTION PANEL "HDPB" AND PROVIDE NEW o DISTRIBUTION PANEL IN ITS PLACE. Z X Z U ECB-M-1B TO NEW MAIN CIRCUIT BREAKER "ECB-M' rr c U VIA "MH-1" AND "ATS-M". REFER TO f SHEET EO.2 FOR CONTINUTATION . 1 X ECB-M-1 B EX 2O(R) EXISTING MAIN SWITCHBOARD 'M" - 480/277V, 30, 4W 3000 AMP BUS I 3 (R) (LOCATED AT LOWER LEVEL OF CIVIC CENTER) W 3000AT I 1 R 2 3 R 4 5 R 6 17 R 8 9 R 10 11 R 12 13 R 14 15 R 16 17 R 18 . V 3P 3P 3P 3P 3P Q—�� 3P �g� 3P 3P 3P 100A5 ��QQ 3P t�� 3P 63P 1�1�AASS 3P j3P 3P 63P 63P co 3 3 3 600AFU 400AFU 100Ai:U 10 100AFU 3 400AFU 100AFU �� A7 U 2 AFU � 404A$ 6 W 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 (R) (R) (R) (R) (R) (R) (R) 1 (R) ® J 4 I SPARE R SPACE SPACE SPACE zo IL reuj O _ LL' 0 v cc uj t p Lu J J J X C J E w _ c0i U � � N z 0 � &2)1#1/0 GND.4#350KCMIL �� - - - - - - - - - _ _ � � � DIN '} N to N _j U U z z z O ^ 00 N /�'��_ /y� cc M z r?z M z ,o o\ ul z\ M z w ^ G (R) 150 KW NEW "ECB-1A" (E) "ECIB-10 - - - A a.l Z a Cj c� c� ca o ro ca r� v c� �- (R) 225A 6QOAF i t0 y _ CS J z a (R) EMERGENCY i N v�I N �I N d9 ATS 600AT 600AT {M N N 4h N w o w iv I GENERATOR ^ ci (E) SEE 1/E0.4 SEE 1/EO.4 3P= 480V - N M N N ed N au Z '�Z w » w a r� JS 00 N 65K AIC Cc I. E "R-HLA" (E) R-HPA (E R-HUA o (E) 'R-HPC" n "ATS-le. l (E) XFMR "TA" (E) RELAY (E) NEWDETAILREFER TO C a PNL PNL PNL 225KVA `t ^ PNL CABINET NEW DISTRIDBUTION O 0.4 OR2, f HLA HPA HI HPC (E) (E) IN (E) E (E) (TYPICAL) (E) ELEV REFER TO SHEET 1/EO.4 _ _ CONTINUATION. D W O (E} CHILLER (E)RELAY (, m #1 (E) HILLER (E) CHILLER CABINET 40HP FOR CONTINUATION _ E O TYPICAL (E) 2/0 132KW 132KW 132KW (E) MOTOR CONTROL 'ECB_M� TO (E) "ATS-1" w (R)EXISTING DISTRIBUTION REFER TO SHEET F REFER TO SHEET CENTER MCC PANEL "EHDP"O E0.2 FOR _ E0.4 FOR v EX REFER TO SHEET 1/EO.4 CONTINUATION CONTINUATION FOR CONTINUATION _ H E EX i HDPP-5 `1 HDPP-6 J HDPP-7 HDPP-8 EX K (2)-3C.-4#500MCM HDPP-9 - �tNEER-0t MS-10 1 (R) DISTRIBUTION PANEL "HDPB"O 1 M �v 400A, 480/277V, 30, 4W Xt 3P (R) DISTRIBUTION PANEL "HDP (E) (E) DIST. PANEL "LDPA" 1 2 3 4 5 N �a v i ( III 400A )(R) 400A, 480/277V. 30, 4W <4 700A 800A, 208/12OV, 30, 4W _�._R 3p 3P R—r 3P R---t--3P _ �P Al 1 2 3 4 5 6 7 8 9 10 11 12 1 3P 2 3 4 5 6 7 1s��aa 5 III —R R R� R R R-t—R---r— E E E 11�U 1000A U 1� 3�A U I U I 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P I I 3P 3P 3P 3P 3P 3P I (R) (R) (R) (R) (R) MO TSHELINE ET E0.5 REFER B1 200a NA5 VAS 40AT ) �U R 2 R R loom150AT 225AT 225AT ) IOOAT 60AT ) BOAT 1 1 1 1 FOR CONTINUATION C1 I I 1 1 (R) 11 (R) 1 (R) 1 (R) 1 (R) 1 (R) 1 ( ) ( ) ( IE (R) (R) (E) (E) (E) (E) (E) (E) _ _ SPACE o i . - - 1 - 1 _ - SPACE .rte 3-C., 3 500MCM, 1 GNDmE -ci ci E -TB- X2 n E7 C3 \ \ o z \ \ 1 1 4 C., ^ o N ^ ^ d 22bKVAXFMR CD HDPB-1 a0i o d z '`� z ''� z 0 N cv 0 ci o & 1 3 GND4.. ci PNL 1. 0 cD ' rn \z ^ . , .6 0,� 0 d d d o ^ o o v d a d # _ � HPB cv HD B-2 � f` 0 ^ � o� o� o_ v � a � ^ z ^ z .- .r Mz - - - z N ^ (E) i4 2/0 c I r� M NBA M N p N N (E) HDPB-3 B2 c_a LL %ZZ H1 z 1 I ^ M U d n = sr U i J Ad w aJd -N ^ C2 to H7 (E)RELAY N 4I (E) (E) w U ^ ^ r7 v v (E) PNL (E)"R-HPB" PNL rn CABINET " » ,.� z P) �! n ,8 M z N N N N ^ �3 HLB HUB HD B-4 L 4O o 11 I I TYPICAL 75KVFMR TP rq ? (E) (E) (E) (E) (E) NOTE 4 (E) IV r` (E) (E) (E) � (E) 30AS O D2 LL. � III F F F 40AFU F 30AFU "R-HLB' "R-HUB" t U Jt Hpp (E) AHU-�3 (E) AHU-2 BOAS (E) (E) 3P 3p PNL PNL PNL PNL PNL rn (E) UNIT UNIT (E)F 40AFU (E)VENT #2 P00L LLA LPA LUA LPC LPD O O rn (E)-R-HPP" 3"C� 20HP 20HP 3P 25HP CURCULATING r� p o K1 4#350MCM (E) ELEV. #1 (E) VENT (E) VENT (E) DUPLEX (E) DUPLEX SYSTEM (E)"R-LLA- (E)"R-LPA" (E)"R-LUA- (E)"R-LPC" (E)"R-LPD" Co O d HDPP-1 25HP FAN FAN SUMP PUMP SUMP PUMP #4 #5 2-1/2HP 2-3/4HP 2 HD -2 20HP 30HP oo � � Q I HDPP-4 _ z U U i U � � CO) UQF- I F- w rl \ fn M W U MATCH UNE REFER v e TO SHEET EO.5 HDPP-10 HDPP-11 /�/ En » c 3P ((E) DIST. PANEL LDFP G W m 208Y/120V 30, 4W (E) (E) DIST. PANEL "LDPB" o 250A 600A 08Y/120V, 30, 4W APPul ROVED ? Q Z 1 2 (E) 3 4 I I �E 3p E�E ' 1 2 3 4 gU{LDINC�DIVISIO ..1 MENT < t I -�E 3P 3P E�3P I COMMUNITOF Y DEVECKF-0 F GAURALO 0 N 125AT 125AT 150AT 150AT AR IH17EC UAA URAL ONLY J 225AT 3ooAT 150AT - OHECKEDFOR z co (E) (E) I (E) I (E) (E) (E) (E) I (E) } 5 - - SPACE SPACE SPARE N 1 °� a • - - roved insofar as the conotruotlon and F' F ■e■ M " proyal does N cU rant authord c This ap Tans . 2 C. 4 1 lens aSe re correct and lawful, la p a) O = _ mm These V letod and no use au horized.y t ,,rotate or cancel any en \ to bwlgdive o 1"3 until all Inspecm0115 have ba w N o o shad remain on the PNL PNL N shall be Occup =i n;l iprwaI en to 0000. CL o/ LPPA (E) LPPB (E) W O O of (E)"R-LPPA" PNL M PNL 0p O tf o (E) LLB WB (E) = Q Z 00 1 N ai PNL O N (E) -LLB" LIDS (E) o O 04 o m I a/, m 'a m ai Z o IT � N 01 � oI a Sheet No: � EO 3 PARTIAL SINGLE LINE DIAGRAM - EXISTING NTS j Z I KEY NOTES KEY NOTES OCONTRACTOR SHALL HIRE A THIRD PARTY (RESISTANCE GROUND O1 REMOVE EXISTING DISTRIBUTION PANEL "EHDP" AND PROVIDE NEW IN o TESTING COMPANY) TO PERFORM A RESISTANCE GROUND TESTING ITS PLACE. a TO THE EXISTING SYSTEM: IF THE RESISTANCE GROUND TEST FORa E THE EXISTING SYSTEM FAILS, CONTRACTOR SHALL INSTALL NEW O2 DISCONNECT FEEDER FROM EXISTING DISTRIBUTION PANEL "EHDP". co ADDITIONAL GROUND RODS TO MEET 5 OHMS GROUNDING SYSTEM EXTEND EXISTING FEEDER AS REQUIRED. o 0 0 RESISTANCE REQUIREMENT. o ALL NEW CIRCUIT BREAKERS SHALL BE FULLY RATED TYPE 0 2 1 . 3 � - •• -• - O PROVIDE/INSTALL NEW CIRCUIT BREAKER IN EXISTING SPARE. NEW CIRCUIT BREAKER SHALL BE COMPATIBLE WITH THE EXISTING DISTRIBUTION SWITCHBOARD. m OPROVIDE/INSTALL 2" CONDUIT WITH WIRING. (COORDINATE WIRING ai o Oto REQUIREMENT WITH GENERATOR SUPPLIER/MANUFACTURER). c"+a o N o L6 0 0 --` O CONTRACTOR SHALL VERIFY AND PROVIDE QUANTITY (2) EMERGENCY o " SOURCE AVAILABLE DRY CONTACTS AND QUANTITY (2) SWITCH Z POSITION DRY CONTACTS ONE (1) FOR WHEN THE SWITCH IS CONNECTED TO NORMAL AND ONE (1) FOR WHEN THIS SWITCH IS CONNECTED TO EMERGENCY. O5 ALL NEW CIRCUIT BREAKERS SHALL BE FULLY RATED TYPE. x� a W tall � W IC LLI RECONNECT � �` a � a a . TO NEW MAIN 0 TO METERING/MAIN SWITCHBOARD "MS" CIRCUIT BREAKER "ECB-M" NEW ENCLOSED CURCUIT REFER TO SHEET EO.5 ; 0 REFER TO SHEET E0.2 BREAKER "ECB-1A" FOR CONTINUATION FOR CONTINUATION ECB-M-2 600AF, 600AT, 3P 48OV. 65K AIC (E) ENCLOSED CIRCUIT v cc 1- V ISC= 11.7KA BREAKER ECB-1 3P 600AF/600AT W a O c CC 480V. 65K AIC (2) 3 1/2"C.-4#350KCMIL & 1#1/0 GND. NEW "ATS-1A" ® 1 lu V 600A,4-POLE,480/277V,30,4W � .r �s Z 65K AIC 7 ""F ■io■ Lu IC uJ -STp(Z � ME (2) 3 1/2"C.-C. & 1#1/0 GND: 3 1/2"C.-C. 1 NEW DISTRI TION PANEL "EHDP" (� I 15 1#1/0 GND. SAT 65K AIG J Z r 400A, 480/ 77V, 3W,4W cc49 I TO.NEW MAIN SWITCHBOARD 400AF ISC= 21.9K � Z CONDUIT SPLICE R MS . REFER TO SHEET EO.3 W R & EO.5 FOR CONTINUATION. 1 2 3 4 5 6 i 0 j (E) EMERGENCY GENERATOR "G-1", WP, 30OKW 3P 3P 3P 3P 2-4#350KCMIL & 1#1/0 GND. 3P LOCATED AT PLAZA LEVEL 100 100 120�AT 199 W. � � ® � ® r IN (E) (2) - 3 1/2"C. �® Q O (E) GROUND BUS f � E AUTOMATIC TRANSFER G (E) NEUTRAL BUS _ m O SWITCH, WP 600AMP. 4 POLES "ATS-1" (E) O I —3/4"C.-1#1/0 GND. TO COLD WATER PIPE (R) TO EXISTING MAIN LOCATED AT UPPER LEVEL FLOOR REFER TOASHEET 0 3/4"C.-1#1/0 GND. TO BLDG. STEEL EO.3 FOR 0 -1"C. TO GEN. CONTROL PANEL CONTINUATION N M d (2) 3 1/2"C.-4#350KCMIL & 1#1/0 GND FOR CONTROL WIRINGEL I a a a1 3/4-C.-1#1/0 GND. & 3/4"0 x 10' 3 = LONG DRIVEN COPPER CLAD STEEL R w Iw w w w GROUND ROD. O GM3 2 1/2-C., 4#4/0, R 1#4 GND (E) EMERGENCY DIST. SWITCHBOARD "EHPA" 480/277V, 30, 4W (R) 150 KW 600AT (E) 600AMP BUS; 65 KAIC (R) 225A ,�/ EMERGENCY (LOCATED AT UPPER LEVEL FLOOR) AUTO TRANSFER '" GENERATOR �tNEER it 600AF . j 13 12 11 10 9 8 3P 7 6 5 4 3 2 1 SWITCH "ATS" SEE EO.3 & E2.0 I E E E E E E I SEE EO.3 & E2.0 r , 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 199 1 0A 110�OA 11 OOAT 1 0A 105A 100 -11 11�5A i 150AAT 40AT AF ) 2 MEN 30A i I (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) G �P SPARE - _ L_ _ _ (E) O1 EXISTING DISTRIBUTION PANEL "EHDP" lsi�aa 1 0 4(2 "C., 3#4/0 & 1#4 GND. - _ _ _ _ 225A_ 480Y/277V, 30, 4W N 0 2 M _ N N o_ N o 1 2 3 4 5 6 ! TRANSFORMER "TR-1" co � o I eo o r) d r� o ►o N I M 0 3P R 3P 3P R 3P 3P 3P z d I z I z I z I d cv I z c� iv c� c� c� ►� iv c� I A 22�AE o /120V, 31d, 4W � � � 225AT j d \ a `r � 0 KVA Z= 4.7% (R) (R) (R) (R) (R) r ATED AT UPPER LEVEL FLOOR) �? n F 100AS WP WP WP " 1 1 1 1 1 v EHP 100AFU ELp E3/4-C.-1#4 TO BLDG. STEEL AND COLD WATER PIPE _ _ _ _ _ SPACE (E) 3P (E) EHB r (E) ELEV #2 (E) RF-3 (E) EF-1 (E) P-2 (E) P-1 (E) CU-1 (E) AHU-1 2 SETS OF 2 1/2"C.-4#4/0 & ' TRANSIENT VOLTAGE. 40HP 7.6A 4.3A 3.4A 3.4A 106A (E) 21.OA U. 1#2/0 GND. EACH �_ E T_ SURGE SUPPRESSION "TVSS" I I I �p (SURGE SUPPRESSION INC. #SILA SY2M D5 W) _ _ O m i o (D (E) EMERGENCY DIST. SWITCHBOARD "ELPA" O U- ca j E 208/12OV, 30, 4W o M o o M O 400 AMP BUS, 65 KAIC Z I z Z I z d. O O ooi (LOCATED AT UPPER LEVEL FLOOR) v o o viz Z '� m 1 3P 2 3 4 5 6 7-12 M " ,� o cc r 3P 3P 3P 3P 3P 225AF I N ao O a ! 225AT E 2258E E 225AT E 2Z5AE E E) J9 AT 'E) (E) " " (E) M " ( ) ( ) ( ) ( ) I I XFMR TEA XFMR TEP UPS- 2"C., 4#3/0- SPARE SPARE SPARE 15KVA 15KVA " 1 (E) �. 1 C., 4#6 1 C., 3#6 1 1/4"C., 4#3, ~ Z 1"C., 4#6 U Q H EPA-4 (E) ECR M 2 U li](E) PNL P P k9'" �3 1008E w j ELA (E) F (E) F (E) PNL UPS 60AT (n 2 w V (E) EFA (E) 31P ■ ■ ■ ■ ELB ELC [Ew ELE CIVIC CENTER �� UCE BUILDING l COMPUTER ROOM 1 1/4"C., 4#3, (E) (E) I(E) (E) STS t Cn 0- ul EPA-5 LOWER LEVEL 1"C., 4#6 0 p� E f\r� LI Q c oobf F�U � UI-B Jf%SION pARTMENT BUILDINGD0tVUONGA DEVNGCCAM OOMNUNfTOFGNH (E) CITY ECD Vour- RAL ONLY QV CTDpAu� COMPUTER ROOM TE1—p06 uj N PLAZA LEVEL Z C6 Nav 1� 20� ■ MINIS 75 notfthe ccnstr rovla�d ans ■E■ 3 roved insofar as This appy tans are teP laW hese P no Z ■ ,These�h0r�zed are correct and IawSu1• feted anbgen, d 1 tovtolateorcanceisn�or, have uje a ant author��he job until work eetions U a w buj d y 31a on wen o occult insp ME sha shall be Occup �� /� made and a r°val c LiJ O O Z O o p O ori Z O N 0) rn O N O O Cn >, m C Y O 3 ai v N Z m cW7 y-' CIS 1 L. U O N al lo, Sheet No: U Z C5 PARTIAL SINGLE LINE DIAGRAM - NEW "ATS-1A" AND EXISTING DISTRIBUTION SWITCHBOARD "EHPA" Nrs 2 PARTIAL SINGLE LINE DIAGRAM- EXISTING/NEW DISTRIBUTION PANEL "EHDP" NTS 1 E0.4 KEY NOTES O1 PROVIDE NEW MAIN SWITCHBOARD "MS" IN EXISTING MAIN0 SWITCHBOARD "M" LOCATION. EXISTING MAIN SWITCHBOARD a "M" WILL BE REMOVED. E E O2 CONTRACTOR SHALL HIRE A THIRD PARTY (RESISTANCE GROUND c 0 o 0 0 MAIN SWITCHBOARD "MS" TESTING COMPANY) TO PERFORM A RESISTANCE GROUND TESTING .9 0 0 rn OO 3000A., 480/277V., 30, 4W TO THE EXISTING SYSTEM. IF THE RESISTANCE GROUND TEST FOR o 0 65K AICTHE EXISTING SYSTEM FAILS, CONTRACTOR SHALL INSTALL NEW ISC= 24,656A N 0 ADDITIONAL GROUND RODS TO MEET 5 OHMS GROUNDING SYSTEM m RESISTANCE REQUIREMENT. 1 2 3 4 5 s 7 8 9 10 11 12 13 14 15 18 17 18-20 0 0 0 t i 1"C.-C. GND O2 O3 ALL NEW CIRCUIT BREAKERS SHALL BE FULLY RATED TYPE. 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P cc co N o s60�0A 4 00 T, 70A 1�foA � AAAF 600 400 10D" 1�0 A o T o T s � � 30AT 100 45AT s00AT C, Q s 3 ' ( Z SPARE SPACE m 4Z cn cn ch I I I I I y W X X TRANSIENT VOLTAGE SURGE SUPPRESSION "TVSS" (SURGE SUPPRESSION INC. \ #SHLA3Y2M AC D5 Q) ISC= 8,3KA A R W 9• TRANSFORMER "TG" 2 0 uj _ 30KVA,48OV-208/120V,30,4W ti - - NEMA 3R LIJ FF L 9VAV P, ® oc a r C 3/4"C, 1#8 GNDLU Cg a V E VW � 0 VIm PG ISC= 3KA ::10C 3 MATCH LINE FXF2WV W I-- V REFER TO SHEET E4.3 G � 14 _ FOR CONTINUATION - OJW = ,�" Z a H = 4cLu c f % - 0 ur CC Ck a jZ Luoc O K GO A lu L Z Z LU10 i O co N > co REFER TO SHEET E4.0 FOR LOAD SUMMARY AND FEEDER SCHEDULE PARTIAL SINGLE LINE DIAGRAM - NEW MAIN SWITCHBOARD womse9 NT$ 1 f G\pEER{c U e VP NEW DISTRIBUTION PANEL "HDPP" 400A, 480/277V, 30, 4W 42K AIC a� 400AF ISC= 8.9KA c 400AT �3P 1 2 3 4 5 6 7 8 9 10 11 -12 — 14 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 1 0A 12000A 15�OA co 14�OA 14�OA , ,22 22513�OA - 100AF CD ti NEW DISTRIBUTION PANEL "HDPB" cl) °r (3) - 100AF, 3P 400A, 480/277V, 30, 4W dj ti SPACE 400AF 42K AIC c 3P x 400AT � ISC= 4KA J cuu. 01, N ' ' co 00 °' o 13P 3P 3P 3P 3P 3P 3P 3P O "D 0 0 0 °o 0 0 0 0 0 0 0 11000 1 100AF 1 AF 100AF 100AF L Ca v x x x x x x = x = x x C o � O O_ rn Z `' m Or 100AF, 3P a0 O a SPACE J ,1 I I 0 0 a- m U U Bt x x x x :3 = U J I I U W f— W J D1 x2 p ix V) E Lu E1 o I i a O I a :::EQ 0 _- N � .1 PTS ►�9EFt Z HH � OEM ARJ e �h�� ra�v 431 I I c2 �Ql� 4) z �� n NAV JI These Ian s are app roval does ul) OEM m se authorizad aro aorraot Rnd Inwtul.This exp roved insofar as the c0tlmtruotlol and a D2 pp a Theae plans Igted and no W O ' shall.rant on the Jab until work la�g P O I o building shall be accupled until all Inspections have been e O 0 o K1 made and approval given to occu mo MATCH LINE 0 O Z O a MATCH LINE FOR O CONTINUATION RETO SHEET0.3 O O N REFER TO SHEET EO.3 O N FOR CONTINUATION rn m0 ED ami O O m 3 0 Z O U D !� � nl ca 0 REFER TO SHEET E4.0 FOR LOAD SUMMARY AND FEEDER SCHEDULE REFER TO SHEET E4.0 FOR LOAD SUMMARY AND FEEDER SCHEDULE oSheet No: a i PARTIAL SINGLE LINE DIAGRAM - NEW DISTRIBUTION PANEL "HDPP" NTs 3 PARTIAL SINGLE LINE DIAGRAM - NEW DISTRIBUTION PANEL "HDPB" NTS 2 EO■5 z KEY NOTES O EXISTING CAPACITOR BANK SWITCH TO REMAIN. C � E O EXISTING POWER UTILITY COMPANY PAD MOUNTED TRANSFORMER TO REMAIN. o O EXISTING PULL SECTION AND METERING EQUIPMENT ENCLOSURE TO BE y a REMOVED. > o a o EXISTING METERING EQUIPMENT TO BE DISCONNECTED AND REMOVED BY CHAIN LINK WITH WJD SCREEN THE POWER UTILITY COMPANY. m G1 C o ` -' -- - TO 8E EMBEDDED INTO ASPHALT - O EXISTING SECONDARY SERVICE FEEDER IN TRENCH. Calo N o EXISTING HIGH VOLTAGE ^� 0 0 SWITCH i I i � Q POWER UTILITY COMPANY SHALL DISCONNECT AND REMOVE EXISTING a o r --�— --�- \ TRANSFORMER TO METERING EQU PM NT.POWER SERVICE FEEDER FROM POWER U�LITY PAD MOUNTED DOUBLE GATE EXISTING MAIN SWITCHBOARD "M TO BE REMOVED. E \ / T SWI IN 1 I I O TREES AFFECTED BY THE NEW GENERATORS ENCLOSURE SHALL BE � �•� �� \ / ` �_ � REMOVED. 2 @ EXISTING UNDERGROUND FEEDERS, WIRES TO BE REMOVED. CONDUIT TO U s \X� i � BE REUSED. _ i \ — ;p EXISTING PRIMARY SERVICE FEEDER IN TRENCH. ia \ REMOVE EXISTING PLANTER SPRAY SPRINKLERS AND PIPING AFFECTED / BY THE NEW GENERATOR ENCLOSURE, EXTEND PIPING WITH NEW AND RECONNECT BOTH ENDS FOR PIPING CONTINUITY. TYPICAL. / l \ 8 12 EXISTING UNDERGROUND S.C.E. PRIMARY LINE SHALL BE ABANDONED IN PLACE. l { t CONTRACTOR SHALL PROVIDE/INSTALL A SIGN STATING -FIRE z DEPARTMENT ACCESS - DO NOT BLOCK POSTED TO THE GATE. W - + + CONTRACTOR SHALL COORDINATE SIGN REQUIREMENT WITH CITY OF t { + -� POWER UTILITY RANCHO FIRE DEPARTMENT. LU � 1 I E 1 - TRANSFORMER YARD, SEE 1 14 CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE LLe r ! I I DOUBLE G TE �( -- O TO WING �N 13 / -_ EXISTI G CAPACITOR P3CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR � ® � BANK 1 TO COMMENCING ANY WORK. j 4 POWER UTILITY 12 (' 10 C PANY PAD MOUNTED (� \ T \ e A ORMER.O U ' •�_ �--` .-._.- (-"�,�-- EXIST!N � SE_C71nN-•-------- -- D METERIN , � � V M CC Ul z OC - L _ Lij EXISTING MAIN �- " " 1r I 1 SWITCHBOARD M O7 � Li r�� f--` / � � � ( � m>= LU UJ CO) Ic MAIN ELECTRICA ROOM AT LEVEL SEE LOWER { CONTRACTOR CAN TIE INTO EXISTING MAIN SWITCHBOARD "M" FOR _- �•��~ J -- a CONSTRUCTION POWER IN ELECTRICAL ROOM. CITY OF RANCHO CUCAMONGA FACILITY MANAGER TO APPROVE _ �= _ CONNECTION LOCATION AND BREAKER i TO BE USED. Cn a XW _ ___ �. r I t (� - -- - i I o s U rn 0 0 0 1 - zca m o L co O a U Q H BUILDING NITYDEVELOPMENTDEPARTMEN V W j ITY OF RANCHO CUCAMONGA g W U CHECKEDFORco HITECTURAL/STRUCTURAL ONLY e — E NOV 17 2010 Th se 11 are approved insofar as the constructs nd z O W US, au I;% are correct and lawful.This approva es q E no gra u hority to violet,or cancel any law.These ns �+ Q J sh Il re I on the Jot)until , rlc is completed a no 0. M b din 11 ba uaCuplgd until all inspections have en �• I n e a c a rova)given to occupy, jiumn 06 LIS JOEM H (E) MANHOLE f' p O N O 3 � ul omills v I 0 O O a O O I- o Y Q O Z O I m it N V) 0) o O o O Q O a O CV m Q p o o cin 01 Sheet No: 0 N DEMOLITION SITE PLAN El A KEY NOTES O CUT PORTION OF EXISTING CONDUIT. SPLICE IT WITH NEW AND EXTEND THERE ARE EXISTING TREES AND PLANTS IN THE AREA WHERE NEW o TO NEW 5'x4'x5' CONCRETE PULLBOX. SEE DETAIL 7, SHEET E4.1. FOR UNDERGROUND CONDUITS WILL BE ROUTED. CONTRACTOR SHALL AVOID La- CONCRETE PULLBOX DETAIL EXISTING TREES AND PLANTS. - E E O REWIRE EXISTING CONDUIT. (D 11 PROVIDE/INSTALL (2)-2"C. WITH WIRING FOR REMOTE GENERATORS (D ' ) #1 AND #2 ANNUNCIATOR PANELS. j o O 0 M 0 O3 EXISTING UNDERGROUND CONDUIT TO BE ABANDONED IN PLACE. WIRES is U �; e TO BE REMOVED. CAP ALL ABANDONED CONDUITS WITH JUNCTION BOX Q REFER TO DETAIL 2/EP3.3 FOR CONTINUATION. > 0 0 0 AND LABEL BOTH ENDS. rn SW HIGH VOLTAGE I [ `- Q REWIRE`EXISTING CONDUIT. t70 SWITCH TO REMAIN ti I O EXISTING CONDUIT RUN IN LOWER LEVEL !! ( CONNECT NEW CONDUIT TO EXISTING LIGHT FIXTURE. Qj o o PROVIDE/INSTALL (2)-2"C SPARES. 00 of ti ` \ / PROVIDE/INSTALL (1)-2"C. WITH WIRING FOR REMOTE GENERATORS 0 o 0 0 E-- ( J I I> CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALL. EOCND #2 MANUAL SHUT DOWN AT EMERGENCY OPERATION CENTER,/ o CONTRACTOR SHALL X-RAY THE EXISTING CONCRETE WALL TO AVOID ) r Z REBAR FROM BEING CUT OR DAMAGED. POWER UTILITY COMPANY SHALL PULL-IN NEW WIRES IN EXISTING CONTRACTOR TO CONNECT NEW HOSE BIBB WATER SUPPLY TO THE TRENCH. 9 MS-16 EXISTING HOSE BIBS WATER SUPPLY AS INDICATED. Q CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE -E_ 2 O CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR CC) GENERATOR YARD, SEE 8 CONTRACTOR TO PATCH AND REPAIR ALL SURFACES TO MATCH TO COMMENCING ANY WORK. 22 PARKING 9 HB P3.3 EXISTING. CONTRACTOR TO RESTRIPE PARKING AREA SHOULD ANY CJ TRENCHING PASS BY OR THROUGH SUCH STRIPING. ALL BACKFILL SHALL P4. 1 �\ _ "TG" HAVE A 95% COMPACTION. y, a GENERATOR #1 9 CONTRACTOR TO NEATLY SAW CUT PARKING LOT SURFACE FOR THE I / + E \ - GENERATOR 2 O INSTALLATION OF NEW UNDERGROUND WATER LINE OR ELECTRICAL EGS-1 # 11 CONDUIT. -- - i --I-- .5FU) I 1 I ► G EMERGENCY GENERATOR \ ! j - / SWITCH BOARD "EGS" EGS 2 5 11 1 z ow_ li (2 2"C. . CO DUIT -------- --I W _ UEXISTING CAPACITOR BANK 92 W t� S BRED AND A� � O 1 W r 3/4" TYPE L BURIED / T \ BL—M-1 j ---- WITH A MINIMUM OF �\ 3 FEET OF COVER 16 -- - __ LU 6 9 MS-16 _ �'#10 EA - — -�� OlJNTE aRAbLSFORMIY PAD _- _--- CL ------ _ -_ - _ -- _- -- - _. Y I I ► j li _ r C, W X 1 - 3 ---_ ECB-M-2 � (E)HOSE BIB INSID X �-- -- M 2 5 11 1 _____._,..--. -...-; �._._ ._�-____..�___.---,�.-•--;r---r--_-__ ___ __ .r � I I { { METERING MAIN CIRCUIT } I I{-_.-. I I - ! v -__. - ► Il ._ _ 1L------' -- ! - IL-IL-1- - 4 - - ff i �' ' O BREAKE B-M" r - - II 1 li ! I I V DN �- J A AT1C TRANSFER - i ! WOC 0 LLA- r WITCH "ATS-M" EXISTING POWER tU LITY I T�I { (� I � a 24,3 1 �� TRANSFORMER Y�R 6 �J B V _ I 0 W UP 2 ECB-M-1B ��t`. L SEE 2 t// __ ---- .2 Z 6 P3. / --FOR CONTINUATION REFER I LAI RUN CONDUIT -- E3.2 -_--- - - ON CEILING �, �. ®C cc l l I \ �--- E W W NEW MAIN - ( Z SWITCHBOARD "MS" - MAIN ELECTRIC h - ROOM AT � W. LEVEL SEELOWE (E) LIGHTING 1 3 / CONTROL 3.0 3.3 PANEL ® to z C!bl C CENTER ''��- ,-.--� -- — r-- I W mg Z o MAIN UlDI G r - _ \ I I { \ G\NEER 4 E � •��\ �. KIi`lG I � LTJ I O' Q i / - P� Z. -- -- E O I - E I - �- - -� ( ct o � ts, rn PUBLIC SAFETY FACILITY {V � O m ! -- E Rf U —_._ I c o 00 o a I � J J J (E) "ECB-1" AT LOWER LEVEL IN f I Q Q MECHANICAL ROOM L37. FOR ! 1=- z CONTINUATION REFER TO 1 U Q F- jR E � ci2w0 �' - - --- -- -�_ W E CENTER N CIVIC DRIVE � w I ��j�pP, Q 0 ori CO H E to F7D[V SION I— 1— W TTY DEVELOPMENT DEPARTMEN ITY OF RANCHO CUCAMONGA = d CHECKED FOR aj Q ■ j HIT RA = yy� ■■. ~ NOY 17 2010 0Emil a The e a s are approved insofar as the constructfo a us au ozsd are Ogrrnat and lewtul.This approval s! n gr tan orn' to viclats Or canocl any law.These s Q O j s it gma n on hg jp�until wgrk Is completed an o W O royal Iven to occu O (— lCj o \, mil a an I be OoaUp ed until all Inapoctfons have n O I o N Z < O 0 co Q O rn O N o m >+ 'p m O pa ® ?,. U a) Z R N �O ln� I _jo N7 a Sheet No: i U POWER SITE PLAN ,�_Za�-0.. EPI A Z i KEY NOTES � tl 01 O REMOVE EXISTING EMERGENCY GENERATOR, FUEL TANK, BATTERIES, o r REFER TO SHEET E1.0 1 PIPING, FEEDERS AND EXHAUST (MUFFLER). n To FOR CONTINUATION n E E O PATCH HOLES AND PAINT TO MATCH EXISTING FINISH. 0 o STAIR #3 / I� REMOVE EXISTING ATS, CONDUIT AND WIRES. 0 0 0 v m o a o LIGHT COURT O XISTIN MAIN /EX REMOVE EXISTING DISTRIBUTION PANEL "EMDP", DISCONNECT ALL PANEL 4) LO 0 g WI HBO RD "M" (E)EXISTING GENERATOR OO AND FEEDERS FROM EXISTING DISTRIBUTION PANEL "EMDP". SECURE A — - EXHAUST (MUFFLER) ALL EXISTING PANELS AND FEEDERS TO AVOID FROM GETTING A DAMAGED. o 0 0 2ODISCONNECT ALL FEEDER CONNECTIONS FROM EXISTING MAIN ca C> C14 o SWITCHBOARD "M" ENCLOSURE, SWITCHES, BREAKERS AND TERMINAL 0 0 0 Ala GENER TOR 150 KW O1 LUGS/BUS. SECURE ALL EXISTING FEEDERS TO AVOID FROM GETTING o DAMAGED. (R) O DISCONNECT EXISTING GENERATOR FEEDER FROM MAIN SWITCHBOARD i G (R) (R)EXISTING ATS O3 "M". SECURE EXISTING FEEDER TO AVOID FROM GETTING DAMAGED. — -� R (R)EXISTING DISTRIBUTION O4 O REMOVE EXISTING DISTRIBUTION PANEL "HDPE". DISCONNECT ALL A ""�' 0 E R PANEL "EHDP" PANELS AND FEEDERS FROM EXISTING DISTRIBUTION PANEL "HDPE". :: SECURE ALL EXISTING PANELS AND FEEDERS TO AVOID FROM GETTING U g (RR (R) DAMAGED. Z CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE F +t �t-- ----- ----- _��I -- _ - CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR ( f TO COMMENCING ANY WORK. OFFICE EXPANSION � CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. z I-1 --OB LU 0 a { W �7 I E 1 �� V � W C MECHANICAL ! I ..1 ROOM I v i L27� O o �✓ W O I I , s 9 ®IFv LU OFFICE EXPANSION I i �\\i,i I � O R ICC z COCIR00IR UT CC { C'0 ROOM.C a L30] Uj CONFRENCE — — � IA JO -- Y ROOM PRINTING STORAGE p \ / L x_29 L26 f L25 P o CORRIDOR OFFICE EXPANSION � �L.31 VES 1. PURCHASE STAIR #�3 _ -- AGENT OFFICE CONFERENCE G`N r-----= ` L24_ E l 73 43� di D13 _MENS \ . U. 10 (C r1;Ic. FILM I f L. els SSP i L33 —_�•-- �, I � i \ o _ — / I ELEV. REFER TO SHEET E2.1 � 8c" _ 0 _ T - __ ! FOR CONTINUATIONLjj i ARCFIVE � ELE ;�3 �rM;E,^C,H. I a J 1F` (L3 — �� II z p co I _ PURCHASING O ` ! STORAGE ( VE T. t i = 4- �� •---I L1 WOMENS jji STAT, #2 U 5 of L34 i i! U o �\ _ 7 I i _ f - CO rn � o LL1 i L 40— CORRIDOR L U 1 -- L - RE .ION (E) MS-10 E o Z ` m vGounn'E STAIR 4 i 5 C a TEL. _ } ! MAINTENANCE EQUIP. EEC- R (R) "HDPE" 7 !` -�� OFFICE ' -� y J- p Q I J L45 L46 L -7 ) ___. l�. - ri_03 �. _ U U j�. -L;-- F- z w C M,PUTER J _ _ � ROOM iy ( O U J L4� (I I L� o W J 0 FICE t Q n I I — W v� W U i CLERICAL o L37 i a -' LO6 ■ ■ ■ ■ O {CONFERENCE � Q fie � E L07 J W w Q0Z M S � � . -- C� PRINTERS ENGINEER'S -� W Q p 41 i APPrROVED 06 N CONFRENCE ASSISTANTS STORAGE STORAGE COMMUNITY DEVELOPMENTODEPARTMENT O ~ ~ 'd ROOM STAFF L12 L09 LOS CITY OF RANOHO CUCAMONGA J LOUNGE CHECKeOFOR L38 REPRO/ DATA ARCHITECTURAiJSTRUCTURALONLY A 3 STORAGE PROL44SING L48 STORAGE F. ®■ L42 SR. PUBLIC SR. PROJECT L10 NOV 17 2010 Q DEVT. ENGINEER co Oa. _ r-I WOR S L14GINEER _L13 —� These plans are approved innofar as the construction and U I use authorized etre 08 Ytt if k9f9d Isvdtul.This ap royal does CL i I not grant authority to v�blatCoe Dance!any law.These plans O hall remain on the Ibb until work is completed and no O SR. TRAFFIC building shall t70 or until all Inspactions have been p� o �� ASSESSMEN REVENUE :r:adeanda royal Ivan tooccu o GOORDI ATOR RE5EARCH/ANA YST ,n L39 & TRAINING AREfi'-'� ENGINEER I V O 0 0 O L11 = Q C7 Z O E9b L43 N CA -- O N _..-_. __ _ - _._. m _- - J__ .___ __ __ _ ____-- -- `_ _ _ m ® � 3 a? z Co REFER TO SHEET E2.1 .c cp 0 0 aD FOR CONTINUATION U U Q Sheet No: ' U PARTIAL LOWER LEVEL POWER DEMOLITION PLAN E2■O � Z KEY NOTES O REMOVE EXISTING DISTRIBUTION PANEL "HDPP". DISCONNECT ALL PANEL o AND FEEDERS FROM EXISTING DISTRIBUTION PANEL "HDPP". SECURE o- ALL EXISTING PANELS AND FEEDERS TO AVOID FROM GETTING t -�- E DAMAGED. cvn a c 0) CONTRACTOR CO O CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE o a a � CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR Ln ° TO COMMENCING ANY WORK. > 0 o O CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE CITY WITH THE DEMOUTION PLANS FOR REVIEW AND APPROVAL PRIOR m TO COMMENCING ANY WORK. ca O N O O O O Z I Oro Q L Sam UA 1% CC CcCL a z Ulm REFER TO SHEET E2.0 a FOR CONTINUATION LLJ / cis Z10.E 1C}.7 10.9 12 1 f i z ,� L I __ __ w ! S7IELVNC St1ELV1NG SHElYNO __ --_--.._- ------•----- �' NG PROPERTY/ - ---1 EVIDENC j ( L W ' ,SH6NERS T LU ca sHnMN N�� N � � o i ®.5 L05 { r ---- -- --- PROP. OFFICER I LO68 CHECK-IN WOMEENN S° WOMEN S 1�� STAIRI CORRIDOR LO6A ( TOILET OCKERS - E L12 E L05A _ (E) PULLBO L04 L41 pq D.7 1H SERVICE 'ITOR � LO-9 — Z ROOM BREAK RM, [LID E I S J Pte• L14 -�`-— - CORRIDOR D. T-1 D ELEV. 2 H.C. MEN'S Pau ENTRY Q INTERVIEW a MEN'S TOILET VESTIBULE GINEER-0c d� L15 CORRIDOR , S�ON � L28 L03 LOf A L19 - L44 0 �— E2 -wi-- _— — _ TAIR V — — - — - E W � BRIEFING i ENTRY Lt6 L42 _T _ �- - `$� •3s� o i REFER TO SHEET E2.0 L13A 1 FOR CONTINUATION _ 0 I ELEV• #t cts1Sf�3a ( l�iIETS MEN S LOCKERS I cq E rJ TV _ INTERVIEW _ L21 EJ — . CORRID CL40 O � - CORRIDOR EN TT7 O EYE] — AUTUtdOIIVE _ E.9 -- ( ELEV. OU1P. L�5 �_ _ ( EL 38 O NIS HATCH COMMANDER L_ _�_ _J L --- l I L34 7 I rn LL22 �. j .� J-1� JIA ___ , E m MEN _ TOILETS ( CORRIDOR EXISTINGCLOSED CIRCUIT ,TRAFFIC�.SG�'. ( L33 BREAKER "ECBt" — c TRAFFIC OPERATIONS L27 — Lig + - U_ tt3 U _ ; I ; _ F[AS-5 p © rn _ E f_ t - - --- ---- — _—_ _. I O �- 0 _ ,'1ART-wRiTING _.._._.7A'.LRou Co O a ARMORY Z L31 L32A I L328 �(R) EXISTING ( •. DISTRIBUTION Z — __ __ _ _ — I - — — PANEL `HDPP" O H U U F zz I 0 � = U _j w 5;U W w U) 2 W U 9.5 9.7 10.110.8 11.5 0-"9 129 132 13.9 1A�5 15 w 3 E ate. Q oc to J � Iw M > Q0Z s N dS APPROVED J 75 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION Q, CITY OF RANCHO CUCAMONGA _ �v ARCHITECTO�RElaUSTpUGTURALONLY ~ M E N M ll 11 CV D a NOV 17 2010 a oThese plans area proved insofar as the construction and O o use authorized rir�uUrrOo{srtd Irpu 7h1�approval does O W�t1 O not grant authority to violat9 or cancol any 19A.These plans O h- to o shall remalo ah the J6b MCI Work IS compietod and no p 0 p building shall hd codUpled until all Incprd0tI6ha have been Y Q Z O made and a roval iven to ocou . 0) o N (n j t0 Q O o ® O N o M .� O Z C Y O L N U �O ai D G i Sheet No: Z PARTIAL LOWER LEVEL POWER DEMOLITION PLAN EM KEY NOTES O PROVIDE/INSTALL NEW MAIN SWITCHBOARD "MS" IN EXISTING MAIN o00 _ 1, REFER TO SHEET E1.1 SWITCHBOARD "M" LOCATION. EXISTING MAIN SWITCHBOARD "M" WILL BE ny FOR CONTINUATION REMOVED. � E " cu N co 2 RECONNECT ALL EXISTING FEEDERS TO NEW MAIN SWITCHBOARD MS". Li p o NEW M N SWITCHBOAR "MS" STAIR #3 / Q o o � SEE EXTEND EXISTING FEEDERS AS REQUIRED. o e LIGHT COURT 6 1 2 EX " > o (=I S E4.2 / O CONNECT NEW FEEDER TO NEW MAIN SWITCHBOARD "MS . rn - MS-9 2 O PROVIDE/INSTALL NEW DISTRIBUTION PANEL "HDPB" IN EXISTING m _ OA DISTRIBUTION PANEL LOCATION. EXISTING DISTRIBUTION PANEL WILL BE c o REMOVED a� -(E)HLA- N o N o ORECONNECT ALL EXISTING FEEDERS AND PANELS TO NEW DISTRIBUTION p o 0 0 PANEL "HDPB". EXTEND EXISTING FEEDERS AS REQUIRED. o r Z t MS-2 O6 PROVIDE/INSTALL 16"x16"x6" PULLBOX INSIDE CEILING SPACE. p�b I I PROVIDE/INSTALL MOUNTING SUPPORT. -(E)LDPAO7 PROVIDE/INSTALL (3)-2"C. WITH REMOTE GENERATOR #1, #2 AND "G-1" _ E NEW DISTRIBUTION PANEL "EHDP" ANNUNCIATOR WIRING. RUN CONDUIT INSIDE CEILING SPACE. O l O8 -� VERIFY EXACT LOCATION OF REMOTE GENERATOR ANNUNCIATOR WITH 0 I l s I i L--- THE USER/OWNER. 2 MS-1 T' (E) TA" 9O CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE wa i I _ CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. OFFICE EXPANSION ,f� E MS-6 2 2 MS-14 ; - - CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE i (E) CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. MS-13 2 E W l EX !r E (E) (E)-MCC- U, IZ MECHANICALE I i f ROOM 2- I - - E 4 MS- 1 2 W 4c V L�+' 1 i44 n MS-12 � � 0 g Uj NOW J ; I CCI ► i I c I CC i OFFICE EXPANSION l I \/� i + $ I {� W s COORIDOR _ c 2 Z w W A CONFRENCE '�� ca 0 T ROOMI \ L3-0- \ I --_ L-� -'� Z i ZIUI FRENCE to r u5a - - ----�3-- _ _�_ �� REMOTE GENERA N11W� 1" PRWIING -_ ST_ORAGE 0. ANNUNCIATOR P AA 3" 8 6 L25 O LZ �� (� r REMOTE GENERATOR 92�d ANNUNCIATOR PANELGAA2"Oe REMOTE GENERATOR 91 50 O ^ - _ _ ANNUNCIATOR PANEL GAA1Lj " I Y .._._ CORRIDOR VEST. E5 T_. r--�1 PURCHASE EXPANSION o L19AGENT OFFICE CO. FERENLE 44 I EL2� F mtAEER.0 k Fm i /(,�j ---- -- - -___ --- --.__.- lam-'-� ----------- _- _-- ----- - --- ---r�� MENS MS-3 2 0 �t�' ILL -r MIC. FILM EX _- .__.— - - -- ---- - - -- D5e 10321 U) a - V• REFER TO SHEET E3.1 C8co -"'-- ��-J` -- `- m l")+ _ ARCHIVE r- - EL•E #3 FOR CONTINUATION ol-J �� L3 I66 6 _L21 l CONTROLLER z p co PURCHASING O 0) LL \ I STORAGE E T. I 1NrOMEtd5 - S'fAI #2 U ca LL 3 I [ Q r 1 L - �J _ loci rte - 6 CORRIDOR Lt. cis RECEPTION I ICAE U o { O O rn c E� 7 Ii O O O t1s COUNTER STAIR #4 1 M 2 L05' S-5 f ! TEL. I l MAINTENANCE EQUIP. EL EC. OFFICE l L45 ( L46 LL 7 .—..NEW �DI 1RIBUTION L0 " 3 -. I j U U C�MPUTER , I -[- PANEL HDPB 4 5 I I F- Z 'ROOM U Q I,- $ =) :co J 140 l I V uJ > LLI _j O _ FICE i L37 p CLERICAL W U oJ L06 I ■ ■ ■ ■ i u W I O E ( CONFERENCE A. 0 aL07 .J LU j _ _ >Q Q z , ul ; a a PRINTERS ENGINEER'S 6 W Q �-xx CONFRENCE STAFF ASSISTANTS STORAGE STORAGE O �- �"- 06 I ROOM i L 22 L09 L08 J / DATA LOUNGE ® + L36 REPRO PROCESSING L48 i 3 STORAGE SR. PUBLIC STORAGE c� Op ��fA DINO I J�Dr -- ®® v L44 M.. It L42 SR. PROJECT j WOR S ENGINEER DEVT. ENGINEER Q AR P. t t� s � f j pa L14 L13 liw�LOiddY CL E9d ASSESSMEN REVENUE __-- �� ►firQ1O o COORDINATORRESEARCHN — SR. TRAFFIC A A YST p - / -- - ENGINEER - ' use autho,Tlied are Correa nd IeyajulttTh,g°apt�oVal does U O O cn L39 & TRAINING AREA `-- pp Q O Z O o �- L11 not rant authority tovialateorcanci3lanylaw,These Ions (E9b L43 Q s it rg shall be occupied utnl w r Is computed and n, � O I de and a til all inspections have been O Q Q I I buildin d P N o - -- ____ _ _.__.-_ ` poroval given to occu ` O N OF o = U -0 REFER TO SHEET E3.1 T N a► n ►D FOR CONTINUATION CI U p (n -� + o It-1I ILJ� Sheet No: I� a Q i PARTIAL LOWER LEVEL POWER PLAN va"_,•-o" • E3■OL Z ACEI( NOTES 2 3 4 5 6 7 8 9 Ot RECONNECT EXISTING PANEL "HPA" "HPC"HPC TO NEW MAIN o SWITCHBOARD "MS". EXTEND EXISTING FEEDER AS REQUIRED. a E 4> CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE Li n i CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. o a a y aa° g !1 O CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE Ln W CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR 141 TO COMMENCING ANY WORK. co m N O N O co O O O SUPV. PA RKS o PROJECT �" Z COORDINATOR ((( ADDMIN COMMUNITY PERSONNEL CITY ASSISTANT SERVICE SERVICE - INSPECTION ANALYST MANAGERACCOUNTANT REF DIRECTOR DIRECTOR DIRECTOR p� 7 0 COMMUNITY tdECHAN CAL RM �- C SERVICE VAULT COMMUNITY ( (� SERVICE , _ P(E RECREATION \ — SUPERVISOR-- a L OFFICSENIOE i _ _ _ — - V W r ASSISTANT I - A _ I J COFFEE �- ® -- COMPUTER CONFEREE ICEPLAN - ❑ w 0. zCHECK EP OFFICE _ -,____ _ _-- F_ R�rR0DUC17GPJ ix c BUILDING ASS; TANT i� �— �, I ^��- ( 5 OFFICIAL ! RF.CFP 5n?`I I: -7 j � V� �. Jr OC LU cc PLAN CHECK , � � In cc COORDINATION PLAN STORAGE I I I ' (Ij ® W . COUNTER � ' �•---•-'"'.'_-- � COFFEE I ERVICE i t� W LOB9Y � t� 9 C STORAGE z 0 INFORMATION ( ��✓' � j r' CONFERENCE/ ' TRAINING RECE TION CE) ` EA 07/L' 1 CONFERENCE � , �._ � � L_- � I L 1 I I I �LOBBY pEER ❑ ❑ L- -_ - I __----------� - - ----- G WOMEN —� \ MEN —� w - w o J. 11 - __� oda J f cn ! r + N Sf�32! cn IE I RECEPTION D I � � J o \ j I u CD LL ca o L i 0 0 cb cu CONFERENCE CONFERENCE/ COMPUTER REPRO IL RECEPTION! I O 4- o LIBRARY O F ELN O C co O a MEN WOMEN MEETING - ROOM I Z STORAGE ( z U W J PRODUCTION c UJI W U LLL � W i 3 i O Z o WORK PLANNING J Q o ROOM Q N t 06 5 CONFERENCE 0. _ a �. ■o■ APP1=s VOVO Ep ter----- � ° ENGINEER ' COMMU(y 17' �ILDIN(3 DIVISION ~ - 3 CITY o ASSISTANT +I7 i' tv PA.tNOWQM�UCgM pAf� ME♦y Y ENGINEER AfiClil'rkC;tUF��r)g�UF+q NL'� _ CITYIL L) NOV Ili 2010 CITY - -- PLANNER W0 SENOR SENOR GRAPHIC H H t I H rhese f p w tf7 SENIOR ENGINEER Ponied$��ae �d in�gf�r as tha GAQAIructfon and () Q O Z O not rant a 40.Andel Iftwttal,Th p A roust does o ADVANCED CURRENT NIOR us h ri vlolat o PLANNER PLANNER DEVELOPMENT ENGINEER W ytfjQn tips Q Yfnw rovatdoes (n b.0 6WAn R an I et N CD made a°d sAll bn 1170,uplgd tlntlt�If�ln�Rpm�jthAve ti no O o Ibuialdinsmalnpro n to to�c been Q au to O rn H �1I_ r' O N y I m m U tv N 0 3 v u) Z p L .0 (iJ (� a a ❑ f� ❑ f/�. -5 _ D 0 Sheet No: 3 Z PARTIAL PLAZA LEVEL POWER PLAN „8-=,.-0. � E •OP KEY NOTES O1 RECONNECT EXISTING PANEL "HUA" TO NEW MAIN SWITCHBOARD o "MS". EXTEND EXISTING FEEDER AS REQUIRED. n E O2 CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE N CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR m U) r'n TO COMMENCING ANY WORK. _o .N oo O O3 CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE a a CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. m Rf o °' o 0 co 0 1 . 2 2 3 4 5 6 �7 7.8 0 :z f � .ac l•- v k g ___ - - - _ uJ 1 Iore :ESTORAGE ANALYS-( I I CONFERENCE luti ANALYST COUNCIL Ct„ �. �U W /'i NCR. COUNCIL/ I I! COUNCIL ASSISI. CITY jam! _ _— �� MANAGER CONFERE NCE i ---- I CITY MANAGER MAYOR { — to Ic ®" z _.. _Q . tE) I - - _— , HUA �� I `� CC EN tw LuCC- I I I E f \,jI !...f' ( t t t / i iI_.....-._} ' 1 CITY CLERK W Z - �I MEN �I — j 1 MS-7 WOMEN I i CONFERENCE _ �� Z e ,EN CORRIDOR -- 1 lu CC -- — I W �\ Lu oc v RECEPTIgNRECEPTIOhJ CORRIDOR — / C--� o t I f TERRACE OPEN TO f BELOW �G\NEER 4 v W U T J 4 \ CLERICAL \� VAULT 3 �S103S� I I � � I � CORRIDOR c:) — — CD RECEPTION I RECEPTION f ti i I I � � - ---__--11•— t T.T. - I � co rn i � cu rn ti i nu - _ o LLJ -- u- cu _ cr OFFICE c U 1 SUPERVISOR 'r OFFICE 'OC ca+ CD i ASSISTANTS CONFERENCE � om v MEN ca coo O (LLIBRARY --J COF EE I _ I— c Z _ COMMUNITY I Z tY U W _ DEVELOPMENT ! I W U SENIOR COMMUNITY CONFERENCE DEVELOPMENT ' ' • ATTORNEY RDA LIBRARY ANALYST DIRECTOR {ul E i o � N /� o r%i W APPR", El 06 -- Comm UNITyOUILDkfrJQ pIVSIO CITY dH F#A►yj�Cj�TAMENT a_ v ( ( MEN (DAPICN ®E■H U6JLY�'tPI F o Lmills NOV 17 2010 cn °' I CL Th ..pt O use authOrlgyd�1r©�9 PqE�nrytl Ity( 1,Th A ap.royal doss � ani Are a rorfved insofar as the conatruetton and shah ro tY 11cllEit9t�rp8n ®� ny�Jyv Phoseptans O W main pn the pb 4k O Lo butldin8 shall 4�o��eu !©d until j(n�pefl p�pt°d and no 0 o I not rant,�uthorl to D made and a iven to ocoa ons have been () Q tT Z O o N (O Q O O cV 0 N y m O o ai Z c a D o � o � � Sheet No: Z PARTIAL UPPER LEVEL POWER PLAN E3 OU i KEY NOTES ODISTRIBUTION PANEL LOCATION. EXISTING DISTRIBUTION PANEL WILL BE - - - PROVIDE/INSTALL NEW DISTRIBUTION PANEL "HDPP" IN EXISTING REMOVED. V E E a 2 RECONNECT ALL EXISTING FEEDERS AND PANELS TO NEW DISTRIBUTION ii r'n in PANEL "HDPP". EXTEND EXISTING FEEDERS AS REQUIRED. o v O CUT PORTION OF EXISTING CONDUIT, AND SPLICE NTH NEW AND EXTEND > � � o AS SHOWN. REWIRE EXISTING CONDUIT. O4 PROVIDE/INSTALL 3-2"C. WITH WIRING FOR REMOTE GENERATOR co #1, #2 AND "G-1" ANNUNCIATOR. o 0 170 �- o; ti 5> PROVIDE/INSTALL 16"x16"x6" PULLBOX INSIDE CEILING SPACE. 0 6 0 0 PROVIDE/INSTALL MOUNTING SUPPORT. 0 O NEW DISTRIBUTION PANEL "HDPP" REFER TO 3/E0.5. Z O CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. O CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY WORK. z f � � L C aLLI � v � 0 REFER TO SHEET ION O FOR CONTINUATION 1 . ' / Lu Lu 0 4 Lij i z �.5 9.8 10.2 10.7 10.9 ( 12 12 7 13 > 0 � 1 � . � CC l- y � CCQ LU LU cc urI CC 24FUING SHELNNG — _—_—' -- -----.--_.._-----_—_— f I PE PENCE' LU - L11 z �- __ lu ,aC REFER TO SHEET 1/E3SHELIAN .2q1m cc [� FOR CONTINUATION I 4.5.13 I L05B HJCI4YOfdE Ld ® Z o Z C L05 00. oC C —1 - - y- PROP. OFFICER _ ��-,� _ ___ r E CORRIDOR L068 -CHECK-IN W�LEN'so yyOMEN S C STAIR-#i- E L06A E OCKERS �j 105A� (E) PULLB4 �� L41 tWBREAK MS-1 .! ITOR E ` . t }; C;Z: ROOMCE R . L10 _. ____ - -- _- J CORRIDOR MS-1 — � - _ OR CONTINUATION ' � -- - — _ -- -` - ` / ` e o � ° � L07 _ REFER TO 1 _;-<,. INTERVIEW ELEV. #2 TOILET MEN'S r I Z E _ - E3.2 -�L15] CORRIDOR -________� ° TOILETS JFt�S _ VE STS LE - � 4 i.U3 [LO �G,N_ER o L44 _ E.2 — — TAIR ---- (2)-2" CONDUIT WITH WIRING ---� E FOR GENERATOR 41 AND #2 h BRIEFING I L42 -- ANNUNCIATOR PANEL REFER TO SHEET E3.OL L16 - — — &� c o FOR CONTINUATION L13A - ENTRY ��NN l20 ' TOlL�S r-----------{ MENS -2"C. WI WIRiN FOR ELEV. #1 TV INTERVIEW LOCKERS REMOTE GE ERATOR -1" �SiD321{` IT Q ANNUNCIA PANEL co I .z _ - CO RID �� CORRIDOR EN AUTOMOTIVE O L25 r r m ELEV EQUIP. _- L38 VvA'TCl? COMMANDER N'S yam-. ti (Li3Bttit \ I = sr 1 L34 � tdD ami c TO NEW "ATS J � � � VETS II CORRIDOR EXISTIN ENCLOSED CIRCUIT-- (FROM (E)"ATS-1") REFER TO SHEET I F - — TRAFFIC SGT,. i L33 BREAKER "ECB-1 1/E3.2 FOR ` - LO TRAFFIC OPERATIONS TO NEW "ATS-1A", C — L27 — '— �� _ - --- F CONTINUATION L26 __ I ( ROM (E)"ECB--1i) �O to I i I i UP TOP AZA LEVEL TO i (E) GENERATOR "G-1", Z fi?"Pl"3Ki '4VRi ii11i7 - �rR L I _ _ _--- FOR CONTINUATION ARMORY -._...__ L3� L32A i_32B ECD cri X REFER TO/--2'\ C O a `� E3.2 UP TO PLAZA LEVEL - � TO (E) "ATS-1"3 -� � _j FOR CONTINUATION = V V REFER TO - NEW DISTRIBUTION 2 U Q W PANEL "HDPP" 1 6 E3.2 Z U w J i I U) mWU 9.5 9.7 �.� 10.8 n3 � 11.9 12.9 43.2 13.9 IDG 14.5 15 E CL W I A. p cc to j M REFER TO SHEET 1/E3.2 W O W C FOR CONTINUATION i Q J z N W WQ �-- 1- 06 APPROVE BUILDING DIVISION J COMMUNITYDEVELOPMENT DEPARTMENT Gi CITY OF RANCHO CUCAMONGA 3 ARCHITECTURAVSTRUCTURALONLY F ■®® j oMME NOV 17 2010 (0 These pans ara approved Insofar as the construction and O t p O p use ra horized a�correct and lawful.This approval does p not grant auth4orit to j folate or cancel any law.These plans tT O building shall t76 occu led until all inspectlons have been (� O O sha remain n the job until work is completed and no o ,made and a (oval iven to occu _ rn 0) Z O o CV of H Q O O CVO 4 � [gip I 0 I c v N Z ac`v .(D Ca 0 0 0 0 c4 � 0 Sheet No: Z PARTIAL LOWER LEVEL POWER PLAN E3.1 i TORSHEET EPI.CONTINUATION ON REFER KEY NOTES 1 I O1 CORE DRILL TO PENETRATE NEW CONDUIT THRU EXISTING EXTERIOR o I CONCRETE WALL CONTRACTOR SHALL X-RAY THE EXISTING CONCRETE a g g a WALL TO AVOID REBAR FROM BEING CUT OR DAMAGED. E E PROVIDE/INSTALL 2-2"C.O. SPARE.OU o 14.3 15 �� O3 RUN EXPOSED NEW CONDUIT BELOW EXISTING BEAM STRUCTURE. .> o a S O4 REWIRE EXISTING CONDUIT. O PROVIDE/INSTALL 2 - 2" CONDUIT WITH WIRING FOR REMOTE m 8 I GENERATOR #1 AND #2 ANNUNCIATOR PANEL. co C)3 8 �.:. f0 o N O clO PROVIDE/INSTALL 16"x16"x6" PULLBOX MOUNTED ON OR IN CEILING. p o 0 0 II i O7 PROVIDE/INSTALL (l)-2" CONDUIT WTWIRING FOR GENERATOR Z ( g T _ANNUNCIATOR PANEL. 2 3 CB M- O8 PROVIDE/INSTALL 1-2"C. WITH WIRING FOR GENERATORS #1 & #2 MANUAL SHUT-DOWN AT CONTROLLER IN EMERGENCY OPERATION _. . CENTER (EOC). e 6 O9 GENERATORS #1 & #2 CONTROLLER FOR MANUAL SHUT-DOWN x p D.2 DURING SEISMIC DISASTER WHEN 90 MINUTES_EMERGENCY 1a tit __ _ _ EVACUATION IS ACCOMPLISHED. GENERATORS #1 & #2 WILL BE V " " " I MANUALLY SHUT-DOWN AND USED AS A BACK-UP FOR (E) � GENERATOR "G-1" SERVING EOC. NEW 30L x24 Wx10 D cs-----'--- -_ -_- --- � --- _ - PULLBOX (2)-3 1/2" CONDUIT FROM NEW "ATS-1A" TO (E) "ECB-1". ,u --- R - CONDUIT FROM NEW 11 P OVIDE/INSTALL (2) 3 1/2" W "ATS-1A" TO TOILETS CONDUIT SPLICE ON CEILING P43 -~ 1� (2)-2"C.O. STUBBED AND CAPPED ON CEILING. Z I -I Lu _51111 Lu 0 CONTRACTOR SHALL SUBMIT A DETAILED SWITCHING PROCEDURE TO THE 2 3 ECB-M-2 , I ;� 1 CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR _ TO COMMENCING ANY WORK S IR _ V u r -- 3 5 8 I -F C - 'C'ME^J' _ - O4 CONTRACTOR SHALL SUBMIT A DETAILED CUTOVER PROCEDURE TO THE TOILETS + {f CITY WITH THE DEMOLITION PLANS FOR REVIEW AND APPROVAL PRIOR J _ t.�.-- ___ _.-•- �•} �_._._..___ _..__ _�J Q- _•_ �p4?f ,_�;f� �.�' I� I f TO COMMENCING ANY WORK. i �, CC 0 NEW ENCLOSURE ) --"~-' (rEST'IBULF_L � � (� "ECBCIRCUI-1A" _38A1__ Y-- _ - -_ ___ _.- - ________ `_ � __ I I �d1 . X17 FP �■ ---rt- I ___w_ -_. -- ME REFER TO SHEET E3.1 --_ -- ----- ----- a,., 1i-1 S -- ■� �: FOR CONTINUATION 2 3 AT E_) / N. I 1.; 1• t )!PMENT •'_NIC;r1SUR �l u NEW AUTO TIC E `` -- J I 1 a! �P46J V TRANSFER --- = _--- ------- _ -_— -.---� -- -- - - ____--r _T I \ — ��-- ® ,,, T I FOR CONTINUATION - � -c � �. .. SWITCHES ��,� r I �. ,, iTORACE I ' '' REFER TO 1 �`-� � , LU C. ATS-1A 1 ` rP40i 1 3 ! TELECOM, E3.2 " 1� CORRIDOR �� '; '' ------__----__---� � ENTRY LriLEV . 1 I - --- P38 j P37 E.6 r z.. -- ' LGt -�� ( 3 11 , E G = � � FILES �� L-- ----------------� j Z h ELEV. i- 5 p I 3 8 :TQRP3 E �36 I EXISTING EMERGENCY U 4c W: EXI GENERATOR "G-1" � t3 AJTtY�dJAYf- i -_ 4 OF MECH. ROOM I _ -- -� Li Z :Al UA _0G I— RISER UP TO PLAZA LEVEL & FOR CONTINUATION UPPER LEVEL FOR CONTINUATION _ I REFER TO 1 (� (E) "ECB-1" REFER TO 1 & 2 FOR CONTINUATION E3.1 ` REFER TO SHEET E3.1 REFER TO E3.1 E3.2 _ -`-- -- - -- -- - FE CONTINUATION 1 PARKING FOR E3.1 �O o 14.2 14.5G�NEERAL I , 1 ! I a D �'p JR. ?•d o ci U t a � � I c PARTIAL LOWER- LEVEL POWER PLAN PARTIAL ��a"= • " PARVIAL PLAZA LEVEL POWER PLAN EXISTING 2 I C•s _._ �f------- _ _ -� __ ____�__ I ___l__ __ i_-_---___ a __ _. --_ — _-_. _-_. _�_ __- ----•___ �� i � TOR. CO rn 1 LE 17 ti x [7 T E T EMERGENCY OPERATIONS CENTER, \ i � fl.3 — -- — __ —_-__ L ups cu u- fi i RAMP f OPEN LIEUTENANT I Ozzi O_ 0 ! OFFICE .__. _._-_ --- SL PE 1: 2 ( - U07, — __....._.._......_ D.6 !- -__ - __ _-- 4th -V - -- _ _= __...._..._. -^ 3 Z c �7 CD '' c _1 9 P �A E 8 U-' DARE STORAGE y U10 I ENTRY HALLWAY ub . . . .. D.� �— -- 0 STAIR 2 , U12 OFFICE Q U3S � ,. . '. � � lNTERAEl4 INTERVIEW '' � - - �:. I U04 UO3 ! U _ + N - - ----- - -- - --- - -� U35�-r 1 I _� U Q D8 � W Jj cn � w : D.9 — --- { CONFERENCE ' - U15 ��?� ■ ■ ■ WAITING 1 • � ' ' � HALLWAY STOR UO2 - , {t A AY E u1s ! uo1 _ ry g x ____f-0E1a p v_ N E2 HI --__ — — Z O W E) "ATMS-1" - _ CO STORAGE f TER COPY ( �� a Q J Z I VIDEO RQQM I I ` ` t� l�f,�+c�sf .7 — — U2 U21 U20 I ELEV. #1 `t .e. r� �?�'vff �°••3 0. � '.. Q HALLWAY TEL_CO ` -t ,� - *._ c 5T0R + O PULLBOX U23 ! I U19 \/r'1 I o L... J Y E 0-x U34 — I __ _ SP C 1--' F- W _ DF Ld _ _ t E 06 JANITOR i 6 DOWN TO (RE)" EMERGENCYjT� "`-- ui J NEE -' GENERATO G-1 FOR �MT��(LT ,td�Fbh1 _a l SLOE 1: U25 O ( A6 f,lt� 'jfvf�RiT 1• NEE 1 04 n E.s dWl'hEG t� U Q -F TO E3.2 1.71.9 ;�.H,4 Otxv E.3 REFER w OPEN - (E) PU LI36XNOV 117 COMMUNICATIONS / OFFICE N.V. OR. (E) EHPA i DOWN TO PLAZA LEVEL (r01Q � LUNCH I 528 PA UA O o U37 U33 �-f° REFER TO 2 T10 Tnese plan®area roved inspfar as the cangtruatlan and o { use authorized arp o D not ra t authorlty to v°io�cf and awful,Thls apprpval does ys O Q �- - __—_- =_ _� sha remain qn tM® �t®prlyaneeu arly!sW.Th�sp tans ,n -__- -_........�L E3.2 �¢ until work P F buildin shall ba Qpaup�pd untH all Inapeotioris hsVo b on - � rn U31 01 g _P al�Iven to Occup s Com Y Q N Z o made and a rov _. OPEN �" O N C) OFFICE t I ,. GO 1 I ( c SERGEAN t AL m u2s I W U I � � z i L TN' E o v la cn a I I I I Sheet NO: U PARTIAL UPPER LEVEL POWER PLAN - EXISTING ,18"=,11.01• 3 E3■2 ;�' DEMOLITION KEY NOTES O EXISTING IRRIGATION CONTROLLER GUTTER TO BE REMOVED. fl REFER TO IRRIGATION DRAWING FOR REROUTING OF IRRIGATIONE •L CONTROL WIRINGS. > O DISCONNECT AND REMOVE EXISTING SECONDARY POWER SERVICE o FEEDER FROM POWER UTILITY PAD MOUNTED TRANSFORMER TO y TERMINAL BUS IN METERING EQUIPMENT ENCLOSURE. 0 0LO 0 OREMOVE EXISTING PULL SECTION AND METERING EQUIPMENT ENCLOSURE. M c dj o o .- j 4O PORTION OF EXISTING CONCRETE WALL TO BE REMOVED. ca o " o I . STAIR S o o s 0 Z . NEW MAIN DISTRIBUTION "MS" REFER TO 6 P4. U Z i GALVANIZED PG MSS-16A I I STEEL GRATING z� WP 03 #10 I 41 TRANSFORMER "TG" J I I - LU 5 3 CONCRETE PAD. T ' ( I MS 2 BOND TO REBAR (TYPICAL) } f �� _ G � 1x 4" ALL AROUND / V' (TYPICAL) � G f ! NEWPANDISTRIBUTION 1#81#8 GND.�14�--�' �- SEE 11 J Icc ------- ---- W t f (� •'� A P4. � I � � I a1 I� 1 ( I f s� t 37 1 r v f 7_7 l E V o'Z' I a CONCRETE PAD. 1 GENERATOR N0. 1 Imp ____1 4" ALL AROUND 1 I�I mol 2 I� ! I V O KNOX BOX PG-6,8 Im +---1#4/0 GND (TYPICAL) _ °� � arc I 11 SIGN-�I � jx� PG-1.3,5 3/4- 2.5FU I � rE ` - 1x H8 9 O 5 I -II 1 P4. WP � z 10 NEPA PLACARD lu • G � I I1 C* 2W;0 j � �I � Z I-ai ( LIGHT FIXTURE 8.6"x10.38" uu o m z A��Wpf GENERATOR NO. 2 I o I - VAPOR T1TE WALL MOUNTED37 D2 I� FLUORESCENT GLOBE LENS, 120V.,( Iv I 1-42W PLT I 1 PG-2,4 �- m EXCELINI (TYPICAL).�LW42(PLT)HFLAGG120 #10 3 I �---(2)-2"C 5O EGS-2 OGENERATOR MAIN SWITCHBOARD "EGS" LOWER LEVEL MAIN ELECTRICAL 6 SIGN x ��-------��--� X' / AND AT5-M, SEE ROOM POWER PLAN ECB-M-1A --- ------ ( / P4• 3 5 , 3 REMODEL KEY NOTES 8 FIRE EXTINGUISHER ATS-M EGS I`------ -'-� O1 CONNECT TO BATTERY CHARGER. �`µgFR 1#4/0 GND. 4 ® MERG / .� _ _ 1> CONNECT TO GENERATOR COOLANT HEATER. �' TO NEW MANHOLE ..� � y \ , � C SEE E1.1 FOR t� �- � � � s � � �� 7-r-r-, � 2� CONTINUATION. - I _ _ O (2)-2"C.O. SPARE. - u _ _ w� 4 ko,�`ae:u / 7-k ► 1 - EXISTING IRRIGATION CONTROLLER TO REMAIN.2 -2"C.O. SPARE 37 ' P 2 AFG STUBBED O7 LLA-37 _ 5 PROVIDE INSTALL (2)-2"C WITH WIRING FOR REMOTE m T1s 5� AND CAPPED 4 J GENERATORS #1 AND 2 ANNUNCIATOR PANEL EL REFER TOCO 1 I I SHEET EP1.1 FOR CONTINUATION. EXISTING ) �- 1 O CONTRACTOR SHALL PROVIDE/INSTALL A SIGN AND POST ON THE - EXTERIOR OF THE ENCLOSURE INDICATING NO SMOKING AND NO �----- CAPACITOR --E�- � ! BANK I \J 4 COMBUSTIBLES TO BE STORED WITHIN THE ENCLOSURE. o n sl r � O7 REFER TO SHEET EP1.1 FOR CONTINUATION. c XR EXISTING rpV, d; J -- _ O PROVIDE/INSTALL: FIRE EXTINGUISHER AT +48"AFF. d o t TRENCH co rn — �- - -- -� __• `__- I a. FIRE EXTINGUISHER BUCKEYE MODEL# 105 ABC C E UL RATING: 4A-60B:C J 0) LL PG-6.8 I J ( DISCHARGE TIME: 18 SEC M I g I J f RANGE: 15-21 FT. '` LO EXISTING k 'I 7 OPERATING PRESSURE: 195 PSI p m I UTILITY t J R(EC(NTROLLE y, J USCG APPROVAL TYPE A: SIZE II TRANSFORMER §I I Rt; TYPE B:C SIZE II y LL �.0 EXISTING I SHIP WEIGHT: 18.75 LBS Jti U - - 1#4/0 GND. I I -" ---E----�- CAPACITOR ----E --- 4- E DIMENSION: 16x75"Hx8.25"Wx6"DIA. O CT 0 TYPICAL �i BANK I Z C 3200A BUSWAY 1� i b. FIRE EXTINGUISHER CABINET: O c j MAJECTIC FlRE PROTEC110N Z 00 0 a 1 of NEMA 3R I PRODUCT ID# FEB 25, FIBERGLASS ECB-M-3 EXISTING ,i ECB-M-1 1 DIMENSION: 24"Hx13"Wx 9 1/4"D. 13 ! TRENCH CIRCUIT l EXISTING I TRENCH I O PROVIDE/INSTALL KNOXBOX J I BREAKER i _�, I KNOX COMPANY 3200 SERIES HINGED DOOR MODEL, RECESSED 0. ? (E) ROMAC " S" MOUNTED TYPE. MOUNT AT +6'-0" AFG TO TOP OF KNOX BOX. 0 p U U I ~ Z I ® CONTRACTOR SHALL POST THE NFPA PLACARD ON THE a V ¢ f- J PCIRCUIT ULL MAIN BREAKER ] ( ENCLOSURE FACING THE DRIVE AISLE AND IT SHALL INDICATE THE HAZARD V W =; SECTION CKT � UTILITY I CLASSIFICATION OF THE GENERATOR'S FUEL. VA N W > !� (E) TRANSFOMER "TR" T G G BKR --� CONTRACTOR SHALL L_, G i I TRANSFORMER COORDINATE SIGN REQUIREMENT WITH CITY OF RANCHO CUCAMONGA 3 co M W U I I J FIRE DEPARTMENT. Q ■ ■ ■ I I � E TO ECB-1A I 11 CONTRACTOR SHALL POST 24-HOUR EMERGENCY CONTACT W .tea G� G� -G- SEE EP1.1 FOR I INFORMATION ON THE OUTSIDE OF THE ENCLOSURE. CONTRACTOR CONTINUATION. I SHALL COORDINATE THE EMERGENCY CONTACT WITH THE CITY OF V) J t 1#3 GND. 1#4/0 GND. ECB-M-2 EXISTING J RANCHO CUCAMONGA. O LU TRENCH N O BREAKER "MAIN CIRCUIT I 1Q BOND ALL METAL PARTS TO GROUNDING SYSTEM. � Q J BREAKER "ECB-M" SEE _ 8 o SEE 2 o Q ! a TYPICAL AIL E4.1 P4• I I PROVIDE/INSTALL (1)-Z"C WITH WIRING FOR REMOTE G ENERATORS #1 Z (, j AND #2 MANUAL SHUT DOWN AT CONTROLLER IN EMERGENCY Q Q v GROUNDING BUS BAR, SEE DETAIL 06 E41 AND P4 -R J OPERATION CENTER (EOC). REFER TO SHEET EP1.1 FOR CONTINUATION. Z F- F- ____ J PULL i J A SECTION I I Q4 CONNECT TO GROUNDING BUS BAR. -iMEN - 'j L._--___ _-1 ® PROVIDE/INSTALL BUS DUCT SUPPORT, SPACE 4'-0" BETWEEN J a - - SUPPORTS. SEE BUS DUCT MOUNTING DETAIL 1 SHEET E4.0. 2 ■o■ co 0 . / ABANDON EXISTING �__ CONDUIT UP TO THE _t_(R) EXISTING METERING EQUIPMENT 3O o NEW MANHOLE. o O O W O !- O 0 i o � L;!�O Iqq 51 _-_------ - U O O �(I�, r 143E OppC��, [[�� I N EBby �� fJTgM1Yi�ENT = Q Z O oAR6 I� � i; i U i�r7r�G9r�l�v N C/) o O N NOV 1 2010U m Thega�l�no are egroved insofar as the Construction and CO p O Use au harized ar corrocf aad lmwful.This approval does C Y not ggrant v.orlt�r to vlaleta or cane l any law.These plans 3 c) N Z ah 71) remain on the Job uMtll wort: Is completed and no ca _ � W p bulI in 8 ohall ba mou.led Until nil Inapections have been p o mao+a And eP reval Manto pGeu_ , V o (n -� l U J Sheet No: % REMODEL POWER PLAN 2 z DEMOLITION POWER PLAN 1,41•-0" 1 EP3.3 ' LOAD SUMMARY AND FEEDER SCHEDULE HDPP (NEW) LOCATION ELECTRICAL ROOM LOAD SUMMARY AND FEEDER SCHEDULE "Ms" 0) E E LOCATION MAIN ELECTRICAL ROOM VOLTAGE 480/277V.,30,4W 42,000 AIC SYM 400 AMP BUS 400 MAIN C8 480/277V,30,4W. 65,000 GENERAL SEQUENCE OF OPERATION (2) 45OKW 0 = VOLTAGE AIC SYM 3000 AMP BUS 3000 MAIN CB p o 0 0 FEEDER FEEDER CONNECTED LOAD VOLTAGE FAULT FEEDER FEEDER CONNECTED LOAD VOLTAGE FAULT ECB•M FEEDER S o o S LENGTH DROP CURRENT REMARKSLENGTH DROP CURRENT REMARKS STEP LOAD TYPE DESCRIPTION DELAY NUMBER FROM TO SIZE (BASED ON THW COPPER) AMPS. K.V.A. (FEET) (XVD) (KAiC)(FEET) NUMBER TO SIZE (BASED ON THW COPPER) AMPS. K.V.A. (FEET) (XVD) (KOC) BREAKER NUMBERI(SIZE) LO 0 1 "EHDP" UPS NONE MS-2 / 3P40OA) m HDPP-1 HDPP (E)SUMP 3/4"C.,3#12,1#12 GND. 3.2 2.7 20 0.04 4.2 MS-1 MS (E)ATS-1 (2)-3 1/2"C., 4#350KCMIL, 1#1/OGND 150.0 124.7 420 0.83 11.6 - AND LTG PANELS MS-4 / 3P100A $, g, o LIGHTING PANELS HLA, HPA, HUA, HPC, PG MS-7 / 3P100A ci 8 8 HDPP-2 HDPP (E)SUMP 3/4"C.,3#12,1#12 GND. 2.2 1.8 20 0.03 4.2 MS-2 MS EHDP 4"C.,4#600KCMIL,1#2 GND. 189.0 157.1 30 0.04 21.9 - MS-8 / 3P100A co o n o HDPP-3 HDPP (E)VF#5 1"C.,3#6,1#10 GND. 40 33.3 20 0.14 6.9 MS-3 MS (E)ELEV 1 1/4"C., 3#4, 1#8GND 35.1 42.2 130 0.51 5.5 - MS-9 / 3P100A 0 0 0 j HDPP-4 HDPP (E)VF#4 3/4"C.,3#8,1#10 GND. 27 22.5 20 0.15 6.1 MS-4 MS (E)HPC 2"C., 4#1, 1#6GND 46.4 38.6 40 0.1 1.6 - MS-16 / (3P45AT) Z HDPP-5 HDPP (E)ELEV#1 3/4"C.,3#6,1#10 GND 34.0 28.3 20 0.15 6.9 MS-5 MS (E)HDPB 4"C., 4#600KCMIL, 1#2GND 365.1 303.6 2001 0.56 13.4 - 2 "HDPP" DUPLEX SUMP PUMPS 30 sec. MS-10 / (3P400A) HDPP-6 HDPP (E)AHU#2 3/4"C.,3#8,1#10 GND 27 22.5 201 0.12 6.1 MS-6 MS (E)TA 3 1/2"C., 3#500KCMIL, 1#3GND 270.6 225.0 30 . 0.08 21.7 - ELECATORS #1 HDPP-7 HDPP (E)AHU#1 3/4"C.,3#8,1#10 GND 27 22.5 20 0.15 6.1 MS-7 MS AIR HANDLERS 1 3t 2 (E)HUA 2"C., 4#1, 1#6GND 30.9 25.7 180 0.31 6.9 - VENTS HDPP-8 HDPP (E)TR 1 1/2"C.,3#1,1#6 GND 68.6 57.0 20 0.08 8.0 MS-8 MS (E)HPA 2"C., 4#1, 1#6GND 42.5 35.3 350 0.83 4.1 - Z (E)HPP 2"C.,4#1/0,1#6 GND 67.6 56.2 20 0.06 8.2 MS-9 MS 3 ELEVATOR ELEVATOR 60 sec. MS-3 HDPP-9 HDPP (E)HLA 2"C., 4#1, 1#6GND 44.3 36.8 20 0.05 1.9 - / (3P70A) z HDPP-10 HDPP E)ELEV #2 3/4"C.,3#6,1#10 GND 34.0 28.3 20 0.12 6.9 MS-10 MS (E)HDPP 3 1/2"C., 4#600KCMIL, 1#2GND 345.9 287.6 420 1.12 8.9 - (1 MINUTE) �r HDPP-11 HDPP E)CIRC SYS 3/4"C.,3#10,1#10 GND 15.0 12.5 201 0.13 5.2 MS-11 MS 4 120/208V POWER MISC. POWER RECEIPT. 90 sec. MS-6 / (3P350A) (E)MCC (2)-3 1/2 C., 3#350KCMIL, 1#1/OGND 480 399 40 0.25 22.2 - LDPA ( TA") MS-12 MS (E)CHILLER 2 1/2"C., 3#250KCMIL, 1#4GND 158.8 132 40 0.12 19.5 - MS-13 MS (E)CHILLER 2 1/2"C., 3#250KCMIL, 1#4GND 158.8 132 40 0.12 19.5 - 5 "HDPB" MISC. POWER 120 sec. MS-5 / (3P350A) MS-14 MS (E)CHILLER 2 1/2"C., 3#250KCMIL, 1#4GND 158.8 132 40 0.121 19.5 - 480/277V POWER (2 MINUTES) MS-15 MS TVSS 3/4"C., 4#10, 1#10GND 24.1 20.0 20 0.21 10.5 - 6 "MCC" MOTOR LOADS 150 sec. MS-11 / (3P600A) MS-16 MS TG 1"C.,3#6,1#10 GND. 36.1 30.0 300 1.92 8.3 - Z MS-16A TO PG 1 1/2"C.,4#1,1#6 GND (12.2) (4.4) 20 0.03 3.0 (208/102V,30,4W) 7 CHILLER #1 CHILLER 300 sec. MS-12 / (3P300A) a �) tAG6s' � a, (5 MINUTES) Lu ItoA 8 CHILLER #2 CHILLER 360 sec. MS-13 / (3P300A) N (6 MINUTES) in® SUBTOTAL 345.9 287.6 Q SUBTOTAL 2551.9 2121.6 9 CHILLER #3 CHILLER 420 sec. MS-14 / (3P300A ..1 25% OF LARGEST MOTOR 10.0 8.3 25� OF LARGEST MOTOR 10.0 8.3 (7 MINUTES) ) W � V TOTAL LOAD 355.9 295.9114 cc IL 0 TOTAL LOAD 2561.9 2129.9 NOTES; V W = � 1. THE FOLLOWING LOADS SHALL BE OPERATED IN SEQUENCE UPON GENERATOR SOURCE TRANSFER. THE MAIN V cc .4 BREAKERS IN "MS" SHALL BE ELECTRONIC SOLID STATE TYPE WITH ADJUSTABLE DELAY AS INDICATED ON > O V THE MATRIX. COORDINATE ALL DELAY SETTINGS WITH BREAKER MANUFACTURER AND FINAL SETTINGS WITH W V LOAD SUMMARY AND FEEDER SCHEDULE HDPB NEW) LOCATION ELECTRICAL ROOM LOAD SUMMARY AND FEEDER SCHEDULE "EGS" NEMA 3R) LOCA11ON GENERATOR YARD OWNER ENGINEER. VOLTAGE 480/277V,30,4W. 42,000 AIC SYM '400 AMP BUS 400 MAIN CB VOLTAGE 480/277V,30,4W. 65,000 AIC SYM 3000 AMP BUS 3000 MAIN L•0 a 2. MS-1 SHALL BE ENERGIZED AT ALL TIME UNLESS THE 30OKW GENSET STOPS DURING UTILITY POWER OUTAGE; c FEEDER FEEDER CONNECTED LOAD VOLTAGE FAULT FEEDER THE "ATS-1A" WILL TRANSFER TO "MS-1" FEEDER AND "ATS-1" WILL TRANSFER TO NORMAL FEEDERS FOR ® ..1 W = LENGTH DROP CURRENT REMARKS FEEDER CONNECTED LOAD LENGTH VOLTAGE FAULT CHILLERS #'S 1-3 WILL AUTOMATICALLY TURNED OFF-LINE AND LOAD SHED (MS-12 TO MS-14) AS MS-1 FROM TO SIZE BASED ON THW COPPER AMPS. K.V.A. (FEET) 0 FEET) DROP CURRENT REMARKS GOES ON-UNE TO SERVE THE ATS-1 OR "EHPA LOADS. W � NUMBER ( ) (XVD) (Kac) NUMBER FROM TO SIZE (BASED ON THW COPPER) AMPS. K.V.A. ( (XVD) (KOC) HDPB-1 HDPB (E)TB 3"C., 3#500KCMIL, 1#3 GND 270.6 225 20 0.05 12.8 EGS-1 EGS GEN #1 (2)-4"C., 4#600KCMIL, 1#2/OGND 677.2 563 20 0.1 4.0 - oc 9 HDPB-2 HDPE (E)HUB 2"C., 4#1, 1#6 GND 35.7 29.7 20 0.04 11.6 EGS-2 EGS GEN #2 (2)-4"C., 4#600KCMIL, 1#2/OGND 677.2 563 20 0.1 4.0 - >' MCG GENERATOR KW AMPS m HDPB-3 HDPB (E)HPB 2"C., 4#1, 1#6 GND 20.3 16.9 20 0.02 11.6a 1 450 678 W 0 W HDPB-4 HDPB (E)HLB 2"C., 4#1, 1#6 GND 38.5 32.0 20 0.04 11.6 2 450 67$ J Z uj fH D`t°lL 3 I "G-1" 300 450 NOTES: ATS-IA WILL BE CONFIGURED TO TRANSFER TO EMERGENCY ONLY V WHEN BOTH NORMAL POWER AND GENERATOR "G-1" FAILS OR W V BASED ON CONNECTED LOAD FUEL TANK IS EMPTY. ® ® V MS AMPS W Z 00 PRIORITY 1 1 150 r SUBTOTAL 1354.4 1126 1) GENERATOR 1 (45OKW)FAILS �°' (� 10 SUBTOTAL 365.1 303.6 25% OF LARGEST MOTOR - - 25% OF LARGEST MOTOR - - 2 172.8 MS AMPS AMPS REMAINING TOTAL LOAD 365.1 303.6 TOTAL LOAD 1354.4 1126 4 48.4 678 STEP 1 7 30.9 2 172.8 505.2 8 42.4 4 48.4 456.8 9 44.3 7 30.9 425.9 16 36.1 8 42.4 383.5 9 44.3 339.2 STEP 2 10 285 16 36.1 303.1 LOAD SUMMARY AND FEEDER SCHEDULE EHDP (NEW) LOCATION MAIN ELECTRICAL ROOM LOAD SUMMARY AND FEEDER SCHEDULE "ECB-M" LOCATION (E)UTILITY TRANSFORMER YARD STEP 3 3 52 10 285 18.1 VOLTAGE 480/277V,30,4W. 42,000 AIC SYM 400AMP BUS 400 MAIN CB VOLTAGE 480/277V,30,4W. 65,000 AIC SYM 4000 AMP BUS 3500 MAIN CB FEEDER FEEDER CONNECTED LOAD VOLTAGE FAULT FEEDER STEP 4 6 242.3 LOAD SHED REMAINING: MS- 3 6 5 11 12 13 AND 14 LENGTH DROP CURRENT REMARKS FEEDER CONNECTED LOAD LENGTH VOLTAGE FAULT PRIORITY 1 MS-1 "EHPA" WILL BE POWERED BY -G-1- (30OKW) NUMBER FROM TO SIZE (BASED ON THW COPPER) AMPS. K.V.A. (FEET) (XVD) (Kac) � FROM TO SIZE BASED ON THW COPPER AMPS. K.V.A. (FEET) DROP CURRENT REMARKS NUMBER ( ) (XVD) (Kac) STEP 5 5 404.6 y�c\NEER tY� EHDP-1 EHDP (E)EHA 1"C., 4#6, 1#8 GND 16 13.3 20 0.06 12.8 ECB-M-1 ECB-M ATS-M 3000A BUS DUCT 2407.2 2076.1 15 - - - STEPS 11 458.6 to v EHDP-2 EHDP (E)ELA 3/4"C., 3#10, 1#10 GND 17 14.1 20 0.15 8.0 ECB-M-1 A ATS-M MH-1 " 2) GENERATOR 1 (45OKW)AND GENERATOR"G-1•'(30OKW)FAILS OW? _ to o (8)-4 C., 4#500KCMIL, 1#500KCMIL (2407.2) (2076.1) 60 0.17 26.7 - STEP7 12 206.3 % C o EHDP-3 EHDP (E)EHF 1"C., 4#6, 1#8 GND 16.9 14.1 20 0.06 12.8 ECB-M-1B MH-1 MS 8)-4#500KCMIL, 1#500KCMIL IN (E)8-4"C. (2407.2) (2076.1) 160 0.45 24.6 CONDUIT INTERCEPT dd STEP 8 13 206.3 M8 AMPS AMPS REMAINING EHDP-4 EHDP (E)TEP 3/4"C., 3#10, 1#10 GND 11.1 9.2 20 0.10 8.0 ECB-M-2 ECB-M ECB-1A(ATS-IA) (2)-3 1/2"C., 4#350KCMIL, 1#1/OGND (451.1) (375) 375 1.12 11.7 REDUNDANT 678 S � �S/03a EHDP-5 EHDP (E)EFA 2 1/2"C., 4#4/0, 1#4 GND 128 106.4 20 0.06 19.4 ECB-M-3 ECB-M (E)TR 2"C., 3#3/0, 1#6GND 135.3 112.5 10 0.04 25.2 - STEP9 14 206.3 1 150 528 �j ECB-M-4 ECB-M TVSS 3/4"C., 4#10, 1#10GND 24.1 20.0 10 0.11 13.1 - 2 172.8 355.2 4 48.4 306.8 7 30.9 275.9 8 42.4 233.5 0 CID o 0)SEOU N OF OUE TIONS 9 44.3 189.2 r- 0) (BASED ON CONNECTED LOAD) 16 36.1 153.1 SUBTOTAL 189.0 157.1 SUBTOTAL 2656.2 2208.6 ori 25% OF LARGEST MOTOR - - 3 52 101.125% OF LARGEST MOTOR - - NOTES: ATS-1A WILL BE CONFIGURED TO TRANSFER TO EMERGENCY ONLY c�0 obi WHEN BOTH, NORMAL POWER (UTILITY) AND GENERATOR "G-1" LOAD SHED REMAINING: c x TOTAL LOAD 189.0 157.1 TOTAL LOAD 2656.2 2208.6 (30OKW) FAIL OR FUEL TANK IS EMPTY. MS- 10, 6, 5, 11, 12, 13, AND 14 cc CD ti co SCENARIO #1 - GENERATOR 1 (450KW) FAILS E O o 1) LOAD SHED MS-3, 5, 6, 11, 12, 13, 14. 3) GENERATOR"0-1"(300KW)FAILS 11- MOUNTING SURFACE PANEL PG LOCATION GENERATOR YARD U o 208/12OV.,30,4W. 10,000 NEMA 3R AMP BUS MAIN-/ SCENARIO 2 - GENERATOR 1 (450KM AND GENERATOR "G-1" 300KW) FAILS Ms AMPS AMPS REMAINING Z .� 6 VOLTAGE AIC SYM 100 100 C B # 1 ui VOLT-AMPERES , 6, 10, 11, 12, 13 AND 14. 678 VOLT-AMPERES L R M P B C C B P M R L 1) LOAD SHED MS-5 c�D O 0 LOCATION T a. E I L K i I K L I E T LOCATION o O O 2) PRIORITY 1 SWITCHBOARD "EHPA" WILL BE POWERED BY GENERATOR 2 (45OKW) 1 150 1206 OA OB PIC G C S E R R R R E S C G OA OB PIC o 2 172.8 1033.2 GENERATOR YARD 400 4 1 257 2 20 1 1000 BATTERY CHARGER 4 48.4 984.8 GENERATOR YARD 800 2 1 20 3 4 20 1 1000 GEN. COOLANT, HEATER0 L~ SCENARIO #3 - GENERATOR "G-1" (30OKW) FAILS 7 30.9 953.9 J GENERATOR YARD 400, 1 , 1 2015 s 20 1 Ill 1 400 TRANSFORMER YARD 1) LOAD SHED MS-5, 11, 13 AND 14. 8 42.4 911.5 Q Q SPARE - 1 20 7 8 20 1 1 400 TRANSFORMER YARD 0 9 44.3 86:7}2 _z V B-LINE 8631-24 3�-9" 16 36.1 831.1 `"`"- rY3 MtY SPARE - 1 20 9 to 20 1 - SPARE (;� � p v61 ,,_ W U Q TWO HOLE 45' _ nlhfllN�-�'t 1 � SPARE - 1 20 11 12 20 1 - SPARE TUBING KNEE BRACE 10 285 546.4 )7'VC)W V� '1fJ� F U W - SPARE - 1 2013 14 20 1 - SPARE 1 NO ACTION NEEDED 3 52 4941Mtfiec SNF A' €►�r W 0 2 w U B-UNE B116-12 ) ✓1uH4 SPARE - 1 20 151 . 16 20 1 - SPARE THREE HOLE LOADS ON MS-2,3,4,5,6,7,8,9,10,11,12,13,14 AND 16 WILL BE WITHOUT POWER L(1pJ(i/ ■ ■ ■ ■ B-UNE - B1045H PRIORITY 1 SWITCHBOARD EHPA WILL BE POWERED BE GENERATOR G-1 (30OKW) SPARE - 1 2017 18 20 1 - SPARE THREE HOLE U-SUPPORT 6 242.3 251.8 1 1 SPARE - 1 2019 20 20 1 - SPARE ADJUSTABLE NOVI� ��o SPARE - 1 20 21 22 20 1 - SPARE 12 206.3 45.5 cc CORNER ANGLE SCENARIO #5 - DURING SEISMIC DISASTER EVENT These E - EVENT use au fans are aAArgv W SPARE - 1 20 23 24 20 1 - SPARE not nhoriz©d qrO ed insofar as tho c W N O 1) CITY OF RANCHO CUCAMONGA CIVIC CENTER AND PUBLIC SAFETY BUILDINGS LOAD SHED REMAINING: sharantauthorlt t°Orrvgtand! gnstru O re Y o v! awful Thls a Ctlon and W Z - - 1 20 25 2s 20 1 - - O ARE WITHIN THE SEISMIC RISK AREAS. DURING EARTHQUAKE OR MS- 5, 11, 13, AND 14 ;buildin main on tha el°ieor�engol' A�rovaldoes Q J g shall b 1Ab un111 Y, �nY law. h. 1 2027 28 20 1 - - DEMONSTRATED UTILITY UNRELIABILITY 2-45OKW AND (1)-30OKW GENERATORS royal II e ed C a I - - 1 2029 30 20 1 - - L �� SHALL AUTOMATICALLY ENERGIZE FOR THE FIRST 90 MINUTES FOR EMERGENCY Iven to occult Ingpeatlons have been < V o EVACUATION OF CIVIC CENTER AND PUBLIC SAFETY AREAS NOT WITHIN THE N - - 1 20 31 32 20 1 - - l I- 1- EOC PREMISES, THE 2-450KW GENERATOR SHALL MANUALLY SHUT DOWN AND 1 2033 34 20 1 - SHALL BE USED AS A BACK-UP FOR THE 30OKW GENERATOR SERVING EOC. 4) GENERATOR 1 (450KW)AND GENERATOR 2(45OKW)FAILS Od `r° - - 1 20 35 3s 2p 1 - - ONCE THE 1000 GALLON OF 30OKW GENSET EMPTY, ONE OF THE 450KW ■ 3'-9" GENSET WITH 1000 GALLON WILL RUN AS THE FIRST BACK-UP AND SECOND ei i 5 - - 1 2037 38 20 1 - - 1/2"0 KWIK BOLT TZ SST NO ACTION NEEDED " 450KW THEREAFTER TO SATISFY NFPA 110, SECTION 5.1.2 REQUIREMENT. " " 40 1 20 3s ao 2 - - NOTES: WITH 3 EMBEDMENT PRIORITY 1 SWITCHBOARD EHPA WILL BE POWERED BY GENERATOR F= .■ ICBO ESR #1917 "G-1" (300KW) ALL OTHER LOADS WILL BE WITHOUT POWER v - - 1 20 41 20 1 - - PROVIDE/INSTALL MINIMUM 1/2"0 (TYPICAL) 01 a . A VA PER PHASE 400 800 400 1400 1000 400 VA PER PHASE NUTS AND BOLT OR AS PER L O w TOTAL VA PER PHASE 1800 1800 800 BUS DUCT MANUFACTURERS U '� CONTINUOUS LOAD - X 1.25 = - VA 5) DURING SEISMIC DISASTER EVENT MOUNTING REQUIREMENT, o + OTHER = - VA TOTAL CONNECTED VA 4400 WHICH EVER IS STRINGENT. O o/ TOTAL LOAD = 4400 VA = 12.2 AMPS a) AFTER POWER OUTAGE AND EMERGENCY BUTTON IS PRESSED ALL GENERATORS SHOULD START. Z O o O ATS-1A STAYS ON DEAD NORMAL, ATS-1 TRANSFERS TO EMERGENCY WHICH FEEDS O �n SWITCHBOARD "EHPA" AND ATS-M TRANSFERS TO EMERGENCY. U O Z O Q O L" B-UNE 6113 b) AFTER 90 MINUTES LOAD SHED MS=2,3.4,5,6,7,8.9,10,11,12,13,14 AND 16 AND SHUT DOWN N Oi o r FOUR HOLE 2 GERERATOR #1 (450KW) AND GENERATOR #2 (450KW) 00 O ADJUSTABLE NO CHANGE IN ATS POSITIONS. O N a, CORNER ANGLE ) (30OKW) UNTIL IF RUNS OUT OF FUEL. m o O c RUN GENERATOR "G-1" N m �o d) START GENERATOR 1 (450KW) m v ATS-1A WILL TRANSFER TO EMERGENCY AND FEED THE NORMAL SIDE OF ATS-1 WHICH WILL c Y O o " TRANSFER TO NORMAL AND FEED SWITCHBOARD EHPA. ] z 5/8 0 KVVIK BOLT TZ SST / � � ° ca 0 0I IC iii 4" EMBEDMENT r e) RUN GENERATOR 1 (45OKW) UNTIL IT RUNS OUT OF FUEL. D U C (CBO ESR #1917 \ f) START GENERATOR 2 (450KW) j (TYPICAL) � ATS-1A WILL REMAIN ON EMERGENCY AND FEED THE NORMAL SIDE OF ATS-1 WHICH FEEDS Sheet No: SWITCHBOARD EHPA. 2 BUS DUCT MOUNTING DETAIL HTS E4.0 p CL _ E PROVIDE CAST IRON LID - iri N (27' OR 30" DIA.) C o o o v _ B .N o , L fY In Obi O MIN. 2" No T z ' ASPHALT ... r� C�N�R OF 6Ft m $ �' o a CONCRETE rz C r A o r o vi PATCH OR PLANT — `J - 45" 0 0 0 TRANSFORMER TO MATCH EXISTING 4" CONCRETE A 7" TYPICAL o 48 HOUSEKEEPING PAD (4" MI -( It"Altivi 111111111111111111 SQ• s 1/2"� HILTI BK TZ COMM;: » (ICBG #ESR. 1917) (fc=3.0 KSI): 12" 12 WIDE TRANSFORMER BASE CONCRETE HOUSING ' A VERIFY CONFIGURATION 6" FAIN. DETECTABLE ANCHOR-4 ANCHORS MINIMUM t600V) PAD FOR WARNING A UNDISTURBED MOUNTINGEXTERIOR �1N. O 5K� TAPE a EARTH STEEL WASHER x z BACKFILL, COMPACTED OVERIENREOPRENE A y 5 WAS r� .. TO 90%'RELATIVE DENSITY,FREE FROM ..• :•, 1, LARGE ROCKS & DEBRIS INCREASE TO 12—►) 2 1/2" �` = 'S�` REFER TO BETWEEN POWER & - ~'•:'.` '. REINFORCING REFER TO 3 2'-0" MAXIMUM E4.1 ` CONCRETE FLOOR DETAIL 6 FOR HILTI KB TZ • 3 MIN. CONCRETE •. OR EQUIPMENT PAD SWITCHBOARD (ICBO SSR. 1917) COMMUNICATION ENCASEMENT (ALL AROUND) _ :;�;= CONDUITS REFER TO DRAWINGS FOR BREAK OUT SUMP +' -' '` P4. ANCHORAGE REFER TO SCHEDULE 3 3 3 3 CONDUIT SIZES & QUANTITIES L _ FOR SIZE ANCHOR QUANTITY ARRANGE CONDUIT WITH 12" OF 3/4" CALDYN #' 450 PREDRILL CONCRETE INTERLOCKING PLASTIC CRUSHED ROCK VIBRATION PAD. ANCHOR, Z SPACERS 8'-0" O.C. STEEL A &CHED L INCREASE TO 12" � W BETWEEN POWER & COMMUNICATION L C9 -� CONDUITS r Uj OJ 3/4.0 x 10'-0" COPPER CLAD GROUND w OD, GROUND ALL 0 EXPOSED RMETAL PARTS WITH J BARE COPPER #6 MINIMUM. SYMBOL O©O WEIGH AIC NO SIZE NCHORS EMBEDMEN ICBG NO. a• C EGS/ATS-M 90" 88" 61" 3600 12 5/8" 0 4" ESR-1385 � ® ASSEMBLY TO BE PLACED ON 12" BASE COMPACTED ROCK TO INSURE ECB-M 90" 174" 49" 4800 16 5/8" Sb 4" ESR-1385 UNIFORM DISTRIBUTION OF SOIL PRESSURE ON FLOOR. MS 90" 144" 30" 4800 16 5/8" W 4" ESR-1385 - - - - > � v * SEE STANDARD WEIGHTS ON DETAIL 3/E9.1. CC �.. v Uj A UNDERGRD■ MULTI-COND. PLACEMENT NTS 10 5'x4'x5'D CONCRETE MANHOLE DETAIL NTs 7 TRANSFORMER MOUNTING DETAIL NTS 4 ELECTRICAL EQUIPMENT MOUNTING DETAIL NTS � � W Z 1 W CC C, am KEY NOTES: 1. WALL CONSTRUCTION: A. STEEL STUDS PER ARCHITECTURAL/STRUCTURALUj B. 5/8" TYPE X GYPSUM BOARD PER ARCHITECTURAL ■,■� Z Uj 2. CONDUIT SIZE PER DRAWINGS. V 3. -FIRE STOP SYSTEM - ONE HOUR CAULK. APPLY TO INTERFACE WITH FURNISH & INSTALL DRYWALL � WALL SURFACE. ANCHORS, REFER TO ARCH'L DRAWINGS FOR ~ ® V WALL TYPES W pC GRADE OR FINISH 0 ID PAVEMENT 4" DIA. OR SMALLER GROUND CABLE V AlyYV' EMT OR ELECTRICAL CONNECTION HOLE, _ FRONT VIEW CONDUIT NUMBER AS REQUIRED NON-METALLIC v v _ (TYPICAL) A SECTION A-A INSULATOR (TYP.) V CONCRETE FLOOR -� 3 I 18 GROUND PLATE 4"x1/4" NON-METALLIC 1A CONTINUOUS COPPER BUSHING (TYP.) 12" x 12"-.,x 6" CONCRETE MARKER ENGRAVED: "ELEC. STUB # " IDENTIFY 12" IN. 3 STUB OUT NO., SIZE, DEPTH a - d p d p . a - o 0 0 0 0-0 CONDIUT , . » & SYSTEM ON SCHEDULE ON , \\ \\ \\ \\ \ i < v 6 AS BUILT DRWGS. \/\\/\\X� \\�\/\ \/\� 6"MIN. \/\�/ //. `'//�/ //�/\/�\� 3 O 0 0 0 0-0 0 0 p G\NEER,& CONDUIT CAP i\\ //j�i/�//� ' LPLASTIC d' „+ A BUSHING 1/4" BOLT EXTERIOR WALL PER m - a° .'o. TO A. CONTRACTOR SHALL SPACE W/FIRE1 STOP ISEALANTLAR CONDUIT PLANS &0 (36" O.C.) 3" MAX ARCHITECTURAL CONCRETE PVC CONDUIT COUPLING EPDXY COAT ALL GALVANIZED RIGID STEEL CONDUIT 1 OR 2-HR. FIRE (CAULK) APPLIED TO PERIMETER OF GROUND CABLE COMPRESSION TYPES �P ENCASEMENT. EXPOSED CONDUIT CONDUIT AT ITS EGRESS FROM WALL (NUMBER & SIZE 0 0 WRAPPED AROUND WITH 40 MIL. RATED GYPSUM CABLE LUG SIZE � 1sID3a� AND CAP. BLACK ELECTRICAL PLASTIC TAPE WALL ASSEMBLY AS ON PLANS) AS REQUIREDco TO 6" ABOVE FINISHED GRADE CONDUIT TO EQUIPMENT, GROUND RING STRAP UFER GROUND, WATER BOND, O U.L. SYSTEM N0. WL 1001 AND METAL BUILDING FRAME O rn ETC. AS REQUIRED BY m SPECIFICATIONS AND DRAWINGS NOTE: MAX. DIA. OF OPENING IS 13 1/2" to � o �k REFER TO DETAIL 10/E4.1 FOR EXACT DEPTH OF CONDUIT. ANNULAR SPACE OF MIN. 1/4" DIA. Qj CCD rn BEAD IS REQUIRED. J O Rf LO co CONDUIT STUB-OUT DETAIL NITS �11 GOND. INSTALLED BELOW CONC. INSIDE BLDG NTs 8 GOND. PENET. THRU 1-HR FIRE/SMOKE WALL DET. NTS 5 GROUND BUS MOUNTING DETAIL NT$ 2 U— ca U rn O _� 0 Z °' O ca C O � ao O a CONTINUOUS 4"x4"x1/4" LENGTH AS REQUIRED STEEL L RUN FULL PERIMETER OF SWITCHBOARD WITH 5/8"0 x 4" EMBED., ® 24"O.C. DEPTH OF PAD. (IF PAD IS SEPARATE POUR 5 U U 18-O.C. MIN.). HILTI KB TZ (ICBO #ESR. 1917 ANCHORS BOLT WITH U Z LOCKNUTS & WASHERS). SEE SCHEDULE a U J BUILDING WALL PER PLANS BOLTED RIVETED, OR E41 of W J WELDED CONNECTION to 2 W U CAST IRON COVERPLATE. APPROVED HILTI KBTZ 5/8"0 METERING & MAIN CIRCUIT COM�IUNIT BUILDING DIVISIO j ANCHOR, MIN. 3 1/2" » �pEVELOPMENTD)IpgpY(I/IENT Q V) N STRUCTURAL STEEL OR EMBEDMENT GRADE. " . ` ^ r BREAKERS "ECB-M SWITCHBOARD CI1Y pCHECj �� W E SPREADER CHANNEL (ICBO #ESR-1917) AHCHITE'C1'I�FiA O Z t° SUPERSTRUT LY — A' /y Q o E-148 LOC BOLT CLAY PIPE. EXTERIOR GROUND BUS NOV 17 2010 > E 1.48 LOCK Tr ese laps area ro o WASHER & GROUND BAR, SEE 2 SWITCHBOARD FRAME Q pp Ved insofar as the co ~ ~ N E-145 HEX NUT. CONNECTOR. I n grantauthori tovrreota crla alsn (nwsth�sa0nendi° C-749N E4.1 U tY tendlawful.Thls pp royal does C-749N horlaadare correolSUPERSTRUT " 3 4"0x10' CU GROUND ;bu ding shat on cc Jtib unllf Y fans 73 SUPERSTRUT / yvpr Is p E-142-1 2"X15/16 » CONCRETE BUS 9 shaft ba oecupied until I oa plofed and no M ■ 1 3 0 BARE COPPER " e and ap royal Iven to occul nsp©etlons have been -1 SCREW WITH AC-100-1/2 E-142-1/2 X15/16 CLAD STEEL EQUIPMENT PAO # / a CLAMP NUT. SCAMP WITH AC-100-1/2 I GROUND ROD. BONDING JUMPER a ■■ TRANSVERSE OR BOND CONDUCTOR BARE COPPER GROUND % HOUSEKEEPING (D F" TRANSVERSE OR CONDUCTOR SIZE PER `'' °1' P, PAD. REFER TO '� W BRACE. LONGITUDINAL LONGITUDINAL TO GROUND RING. PLANS. �! to o BRACE. • P4. 1#4/0 BARE COPPER ' ` / "GROUND RING". W O 0o METAL UG COLD WATER PIPE O Z O ,� REBAR PER STRUCTURAL 1#3/0 GROUNDING ELECTRODE O O t,7 o DETAIL OO ATTACHMENT TO STEEL DETAILO ATTACHMENT TO CONCRETE CONDUCTOR BONDED TO METAL Z O 0 BARE COPPER o CEILING SLAB �/ FRAME OF THE BUILDING I� - - A - .,/ . FINISH (� Q O O ENCASED BY 2" MIN. OF - 4" GRADE '� o CONCRETE CEC 250-81 c (CEC-250-81(b)) - �- - - N o ( ( )) O rn LCADWELD TO REBAR O O O N o AT EACH END 6" MIN. >, m CONCRETE BUILDING FOOTING, PER STRUCTURAL m Y p i SECTION A—A D I- � o ❑ U ❑ cf) Q Sheet No: U " SEISMIC BRACE ANCHORAGE DETAIL NTS 12 GROUND ROD DETAIL NT$ ELECTRICAL EQUIPMENTS "ECB-M" "EGSIATS" E4 'I / 9 LIFER AND BUILDING FRAME GROUNDING "TS 6 AND "MS" ANCHORAGE DETrA1L NT$ 3 Z I 3" 14" MAX 3" c • • 3" o METERING & MAIN CIRCUIT BREAKER "ECB-M" - E (D o NEUTRALc p o 0 0 1#4/0 ° U U GROUND GROUNDING ELECTRODE rn g i -- 30" I CONDUCTORS ul _ I MAX m HILTI KBTZ 5/8"0 EXPANSION �? ANCHOR, MIN. 3 1/2" EMBEDMENT m o °i o j - - (ICBO #ESR-1917). TYPICAL. p o 0 0 • ® gg NORMAL j 3" EMERGENCY CONNECT BOTTOM Z EXISTING CEILING METAL FRAME OF SLAB -._ .. DETAIL "A" -. CABLE EXIT BUILDING, REFER TO .-0.. Q'e ..a. . . •.a TO GROUND RING 6 u5. o 1 EMERGENCY 4200 q STEEL PLATE 3/16"x 7 GROUND BUS, REFER "B-LINE" B-655 1 1/4"x24"(3/8"0- r �� 700 B-LINE FIG. 5/8"W HANGERS) i"�o TO 2 ROD COUPLING HEX 83019 (3/4'rb MIN.) ELECTRICAL PANEL E41 NUT AND B200 SEE NOTE #2 A •• .0 150 POUNDS MAXIMUM � 3.00 � SERIES SQUARE 1100 'UFER' GROUND. GROUNDING QU RE r .. • 3 ELECTRODE CONDUCTOR, WASHER B-LINE SINGLE CONDUIT HANGER `� `� REFER TO 6 FIG. B3220 B-UNE FIG. 83170 20` 32" 5.50 25.00 5.50 9.00 E4.1 GROUNDING ELECTRODE 3/8"tbx3" LONG HILTI "KBTZ (ICC ESR 1917)" CONDUCTOR, REFER 2 2 1/2" MINIMUM EMBEDMENT WITH FLOOR PLAN TO 6 FENDER WASHER (4 TOTAL). E� z FRONT VIEW E4.1 REFER TO � / FOR a MULTIPLE CONDUIT HANGER. � ,� 30" d MAX Lu r 4v a W d d• C `• 3" '�FUNDERGROUND COLD Lu WATER PIPE NOTE: C7 CONCRETE BUILDING 0 0 FOOTING 1. NOT USED. � 2. PROVIDE SEISMIC SWAY BRACE FOR CONDUITS 17" 2" OR LARGER AND MORE THAN 12" BELOW DECK. MAX. 0 CC a SURFACE MNTD PANEL/CONCRETE WALL NTS 10 GEN. SWITCHBOARD °'EGS/ATS-M" ELEVATION DETAIL NTS 7 DISTRIBUTION SWITCHBOARD "DSB" GROUNDING DIAGRAM NTs 4 CONDUIT HANGER DETAIL NTs � � z �! Z Lugc lu NOTE: REFER TO 12 FOR TYPICAL Zlu EEP4. ATTACHMENT DETAILS 1 V " " " " NCHOR PER Ecc I t51 t51 t36 f36 4.2 7" MIN' SEE STRUCTURAL DRAWINGS 0 'lip 13 3/4" MAXIMUM—�� FOR ANCHOR BOLTS DETAILS. O FASTEN UNISTRUT TO BUILDING I O WALL STUD 6 PLACES /�� 6x168 BACKUP TAB SEE 12 C-749N B ROD DIA. LONGITUDINAL BRACE t� EP4.2 TYPICAL 100'-0"O.C. AND AT O TOP & BOTTOM 3#12- 14x1 7/8 TEK (2)15J SLAB L PAVEMENT OR #5 ® 12" O.C. EA. WAY ~� 0 OR 70A-1200— CONDUIT EACH END OF RUNS. r -- IG Da CLAMPS AS REQUIRED ® ■� (6 TOTAL) TYP. OF 3 EQUALLY I DL J01 HANGER ROD " � STIFFENER SPACED PER 38" WIDE DISTRIBUTION O a 4130 1 1/2" CLR. PANEL SECTION, THROUGH MAJOR 6 TRANSVERSE BRACE 301E " " AC-100 CLAMP NUT. PANELBOARD FRAME MEMBER I MIN. .. I " O.C. ON ALTERNATING SIDES " _ O 2 MIN. DOUBLE CHANNEL MIN. CONDUITS A-1202• j _ WT = 500 LBS. MAX. \ I I C� L SURFACE MOUNTED DISTR. x " PANEL BOARD ENCLOSURE 3" CLR. I i —P-100 UNISTRUT -III-I I III-I LENGTH AS REQUIRED I I 1/2" COMPRESSIBLE —III; I LI I I I i A-1202 1 _ j 2 AROUND MATERIAL ALL III AB-241 SQUARE WAS G` 7 4dD ® Q HER. TYPICAL OF 2. J EXISTING FINISH FLOOR 0 E-145 HEX NUT NEER b, a 3 TYPICAL OF 2. � UNDISTURBED NATURAL 3-3/8"sD ANCHOR, HILTI KB-TZ " SOIL OR COMPACTED FILL „ 7 I I VERIFY WITH GEOTECHNICAL a (ICBO #ESR-1917) 3 1/2 EXISTING ENGR. & �, 6" (MIN.) EMBEDMENT EQUALLY SPACED AT FINISH P i EACH 38" WIDE DISTRIBUTION 4" HOUSEKEEPING WR PANEL SECTION 2MIN. `�• m PAD, MINIMUM ( ) cn ROD DIA. MAX. VERTICAL MAX. BRACE AN LENGTHMAX.LONGITUDIN MAX.VERTICAL F DESIGN LOAD LENGTH `D' *I! INCHES DESIGN LOAD DESIGN LOAD 400 LBS 8-4' (A-1200 24 2150 LBS 2150 LBS 1 700 LBS 10'-0`E-1200 . 30 1944 LBS 1293 LBS 50 1200 LBS 12-0 38- 1620 LBS 1079 LBS 0 r 0) f0 NOTES: COORD. WITH MANUFACTURER FOR THE FOLLOWING: 1. LOCATION AND DIMENSION OF PADS. U) ct c J � 0 2. COORD. WITH MANUF. FOR LOCATION OF RAIL FOOTPRINT AND ANCHORAGE. NOTE: ALL NUMBERS USED FOR CHANNEL OR FITTING 3. SEE DETAIL 4/S3.0 FOR STRUCTURAL REQUIREMENT. IS BASED ON MID LAND-ROSS "SUPERSTRUT". ca Ry ca LO DISTRIBUTION PANEL ANCHORAGE NTS 11 METERING & MAIN CIRCUIT BREAKERS "ECB-M" DET. NTS 8 CONCRETE EQUIPMENT PAD NTS 5 MULTIPLE CONDUIT TRAPEZE HANGER NTS � V i 3" 14" MAX 3" 0 .0 0 C) • • C O 3 C:) O a � ±36" ±36" ±36" ±36"HB 1 r1R01111c�r'` r� $ z W 1�OPJ � U w - 4"MIN.x16 ® 16" 1 SOLID WASHER 30" Ul? I- w U BETWEEN PANEL BACK NOV� co w Lu > MAX d' .0 & TD. 0 a91 u� w U IG DP 0 O ushe a°plane AP® ■ ■ ■ ■ ulhanl aPProv a SP0sha� rant authQPltra Orr edlnsofarastho main vl°Ir°r�and 1 r conatruCN° awful, 6CBOER —54 4130 .. bultding shat!bQ th0!ob u ArOrlr el AA his 5.p rOv d E (ICBOER-4943P) • • 3 ACORN #8126-CP WITH 1 0 .Q .v ma`d---tea rov°5.j°uylQduntlla°(I/ns�complah°ss s N CL " Qan ntll tv Y(aw, a! B TOP & BOTTOM 3 VACUUM BREAKER 1 0 0 0 a • -""�-nn t�...°4 _p°otions have b 0 O W #12-14x1 7/8 TEKS/3 DETAIL »B» 2 3 © : :• :'• :Q Q J Z o0. OVER 20" OF WIDTH " O 4 "a a : CONDUIT PER PLANS C Q o USE 3 SCREWS EA. END 1 -6 ❑ ® 3 N " o 5 PROVIDE/INSTALL U.L. Q v Ld 3/4 TYPE L COPPER. rn ❑ 5 ® APPROVED WEATHERPROOF l � 6 SEALANT AROUND CONDUIT 06 6 TO FILL VOID(ALL AROUND). CORE DRILL EXISTING ! o, ELECTRICAL PANEL O 7 CONCRETE WALL AS j OR CABINET MAX. 7 D V,•_ : •0 REQUIRED FOR ROUTING " J WEIGHT 150 LBS. �� g • a CONDUIT. t MEN FINISHED SURFACE 8 0 0 -` o . .°1c W w 4'x168 JAMB a EXISTING CONCRETE WALL cn D a i -- °• o • 4 9 0 12 o : O . . . O 60OT200-54 _ I o - - - - - I 0 (ICBOER-4943P) 4. �'.a . d ''• ,„ I". �' �•� �a. " 0 . v•; d � O Z O of ` - - - - - �lui o � I1,11 ) II I I11 I��I= 7 FlNSHEXISTING d v�0 U O Z O 3/4" � � " FLOOR a ' A I 3-#10-18x1" N O + TEKS/3 O O I C3 PROVIDE 10 MIL WRAP AS O N j 17" MAX. REQUIRED WITH 50% OVERLAP CD o I m Y p 0 ui Z .� 'ca o DETAIL "A" 0s as / 0 a Sheet No: ' U 0 SURF. MNTD PANEL/ CABINET STEEL FRAMING NTS 12 HOSE BIBB AT GRADE NTS 9 MAIN SWITCHBOARD °'MS" ELEVATION DETAIL NTS 6 CONDUIT PENETRATION AT EXTERIOR WAL NTS EP4.2 ; Z L 3 Exceptions: GENERAL NOTES J. Provide dowels of some size and number from adjacent pour, �= w 1. Wedge or Sleeve type: GENERAL both vertico//y and horizontally to match typical. re/nforcing E shown. Lops to be in accordance with the drawings and One-quarter (1/4) turn of the nut for a 3/8 /n. sleeve anchor only. ABBREVIA TIONS 1. A// work shall comp/y with the California Building Code 2007 - details Dowels shall be cleaned after pour. 2. Threaded t e.• o 0 0 (CBC) and oll other loco/ or state agencies having yP 0 Diameter H.S.B. High Strength Bolt 0 0 4. Use !ow hydrogen electrodes, E-90 (for grade 60), g g N e o 0 jurisdiction over this project. we/din all of reinforcing bars One-quarter (1/4) turn of the screw after /nitiol seating of the # Number or Pounds Horiz. Horizontal a Ln 0 2. All drawings and specifications are considered to be a port g g screw head. of the Contract Documents The Contractor shall be 5. Shop drawings for reinforcing steel shall be submitted to ® At Inti Interlor m responsible for the review and coordination of o// drawings the structural engineer for approval prior to fabrlcatlon. a, a, a 6. Field welding or bending of reinforcing is not permitted 1.2 Chemlca//Adhesive Anchors Center Line Jt Joint _ (O O N O and specifications prior to the start of construction. Any except as indicated on the drawings or as approved by A.B. Anchor Bolt Max. Maximum o discrepancles that occur shall be brought to the attention 0 0 0 of the Structural Engineer prior to start of construction so the Structural Engineer. A hydraulic cylinder shall be used to apply the tension test load to the Anch. Anchor Mech'/. Mechanical o anchor with the cylinder supported on a loading plate having a hole diameter z that a claHrIcation can be issued. Any work performed /n conflict 7. The contractor shall furnish (as into/!ed) 10 tons of reinforcing equal to 1.5 to 2.0 times the anchor hole diameter (confined configuration). Arch'/. Architectural Mfr. Manufacturer with the Contract Documents or any code requirements shall (rebar & tendons) in addition to that required by the drawings to B.O.F. Bottom of Footing Min. Minimum be corrected by the Contractor at his own expense and at no be used at the discretion of the Structural Engineer. (At no Exception: Anchors that are de-bonded over their upper length may be BM. Beam Mtl. Meta/ expense to the Owner additional cost to the .owner.) tested with wide supports (unconfined testing). f J. All symbols and abbreviations used on the drawings are Batt. Bottom (N) New Q considered to be construction standards MASONRY Required test loads shall be the greater of twice the maximum allowable Btwn. Between N.d C. Not in Contract ,r � �• is required, the Contractor shall notify the Structural Engineer tension load or one and a half times the maximum design strength of r c� 1. Concrete blocks shall be of sizes shown on the drawings, type anchors as provided in ICC-ESR. Tension test load need not exceed 809 Clr. Clear N. T.S Not to scale � prior to proceeding with the work. and color as selected by the Architect and conform to ASTM of the nominal e/d strength of the anchor element 0.8 A F � 4. A// dimensions and the site conditions shall be ver/Fied by C-90,Grade N-1. Block shall be medium weight units, fm 1900 � g Se J'n� CO/ Column No. Number the Contractor of the job site prior to b/d submittal, start psi Conc. Concrete 0.C. On Center of shop drawings, start of construction, and/or fabrication 2 Grout mix shall be I.3.•2 Portland cement to sand to pea grave! with Exception:Where it is intended that the embedment develop the ,Weldy of materia/s strength of the bolt or reinforcing bar, the rest load shall not be Cont. Continuous 0.H. Opposite Hand 5. Contractor shall provide and be responsible for the 1/10 port lime putty or hydrated lime, 2000 psi. P P less than 0.8ASeFy0 Det. Detail P/. Plate protection and repair of adjacent existing surfaces and 3. Mortar mix shall be 1:3 Portland cement to sand with not more than areas which may be damaged as a result of new work. one-half nor less than one-quarter part lime putty with Suconem Red Acceptance Criteria.- Dlm. Dimension P/cs Places �.. ! 6. Do not scale drawings Printed dimensions have precedence Labe/ added, Type S, 1500 psi. Anchors shall maintain the test load for a minimum of 15 seconds and shall Dwg. Drawing Reinf. Reinforcing Z over scaled drawings and /are scale over small. 4 All reinforcing shall have a minimum coverage of one bar diameter (1/2 exhibit no discernable movement during the tension test, e.g., as evidenced Sched. Schedule g g inch min. of rout and vertical bars shall be /aced in the center of by loosening of the washer under the nut or by continuous loss of jacking D"'L Dowel M 7. Typical details shall apply in general construction unless ) g P E.F. Each Face the wall unless shown otherwise. pressure. Where other than bond is being tested, the testing device shall not Sect. Section r- specifica//y detailed. Where no detai/s are given, ® (,a 5. Grout cells so/id in a// walls Reinforcin shall be secure/ held in restrict the concrete shear cone type failure mechanism from occurring. E.W. Each Wo Sep�. Separation construction shall be as shown for simi/or work. 9 y y 8. The Contract Documents and S ecifications represent the place. Grout in 4'-0" maximum lifts Al/ masonry units shall be 2. A// anchors shall be tested as follows: v P P (Hordrock f c=3000psi). Ea. Each Sim. Similar ®. � finished structure. They do not indicate the method of /aid in running bond. u,p 6. Nopipes or ducts shall be /aced in masonry unless noted or detailed E/. Elevation Spec. Specification t� construction. The Contractor shall provide a// measures P y ANCHOR WEDGE ®. Zj necessary to protect the structure and safety of workmen specifically. (HIL TI KB-TZ ICC ESR-1917) Elect'/. Electrical Sq. Square W D duringconstruction. Such measures shall include but not 7. Continuous inspection of block laying is required. � 0 2 8. Bolts shall be routed so/id with 1 inch min. rout between bolt DIA. LOAD TORQUE E/ev. Elevator or Std. Standard v be /invited to, bracing, shoring for loads due to g g Elevation Stiff. Stiffener 0 construction equipment, etc. Observation visits to the site and masonry at block face, and shall be accurately set with templates (in.) (LBS) (FT-LBS) by the Structural Engineer sha!l not include in of 9. Al/ concrete to receive masonry shall be sandblasted. " 2204 (Carbon Steel) (E) Existing Stl. a :, Steel UJ � = 3/8 (2 EMBED.) 25 the above items and does not in any way relieve the 2272 (Stainless Steel) Exp. ExpansionSuppt. Support .ted W z Contractor of his responsibilities for the above. STRUCTURAL STEEL Q Z e 2334 (Carbon Steel) Extr. Exterior S Symmetrical °C 9. For trenches or excavations (5) five feet or more in depth 1/2 (215MBED.) 40 ym V Lu 2656 (Stainless Steel) into which a person is required to descend, the Contractor 1. Structural steel shall conform to ASTM Specifications as F.O.C. Face of Concrete T.O. Top of (� > is to obtain the necessary permit from the State of noted below and to the RISC Specifications for fabrication " 4772 (Carbon Steel) �-- 1/2 (3/ EMBED.) 40 F.O.F. Face of Finish T.O.S Top of Steel pp California, D/vlslon of Industria/ Safety, prior to the and erection: 4836 (Stainless Steel) issuance of a buildingpermit. -A// WF shopes A-982, Grade 50. " P F.O.S. Face of Stud Taw To of Wall WUJ P 5/8 (3/ EMBED.) 4560 60 J Z 10. Refer to electrical, and mechanical drawings for details, -Pipe Sections. A-53, Grade D F.O.W. Face of Wall Thk. Thick Lu W -Tube Sections: A-500 Grade S. " 6602 (Carbon Steel) �, v conditions, pits, trenches, depressions, roof openings, 5/8 (4 EMBED.) 60 Fdn. Foundation T T ice/ sleeves, items to be embedded or attached to structural 2. A// we/ding shall conform to the specifications of the American 5670 (Stainless Steel) y°• yP � 0 v elements, etc., not shown on the structural drawings Welding Society and shall be performed by certified welders using 3 " 5994 (Carbon Steel) Fln. Finish U.N.O. Unless Noted C) F°- ® v E70XX electrodes U.N.O. and the electric arc recess 3/4 (3/ EMBED.) 110 Z Z o 11 No holes, notches, b/ockouts, etc. are a//owed in structure/ ( ) P 7874 (Stainless Steel) Flr. Floor Otherwise U elements unless detailed on the structural drawin s or 3. Weld lengths called for on the plans are the net effective 3 " o g 3/4 (4/ EMBED.) 8544 110 Frmg. From/ng V.a J. Verify on Job r approved by the Structural Engineer. length required. Where Fil/et weld symbol Is given without M 12. All information shown on the drawings relative to existing indication of size, use minimum size we/ds as specified in Ftg. Footing V.O.S. Verify on Site .� conditions is given as the best resent knowledge from plans AISC Manua/. of Steel Construction, 13th Edition. Go. Gauge Vert. Vertical 9 P 9 P ANCHOR UNDERCUT g supplied by the owner, but without guarantee of accuracy. 4. A// steel exposed to weather shall be hot-dipped galvanized (HIL TI HDA ICC ESR-1546) Ga/v. Go/vanlzed W/ With U Where actual conditions confl/ct with the drawings, they shall after fabrication. Abraded areas to be touched up with be reported to Engineer so that proper c/ar/fication may be galvaloy. All tubes and/or pipes shall have welded cop DIA. LOAD TORQUE Gr.Bm. Grade Beam Wt. Weight made. Modification of details of construction shall not be plates to sea/ exposed ends (in.) (LBS) (FT-LBS) made without written approval of the Structural Engineer. 5. Bolts sha/l conform to ASTM A-307 specifications typically ! unless noted otherwlse as H.S.B. High strength bolts to M10.• % (3.94 EMBED.) 8730 17 i EARTHWORK conform to ASTM A-325SC (std.). LEGEV/� 6. A// structural steel shall be fabricated in the shop of o M12.• 0.83" (4.92" EMBED.) 10914 59 1. A// required backfi// shall be mechanically compacted in 8" fabricator licensed by the loco/ building department and shop MA TERIALS maximum thick layers Flooding is not permitted. Backfill drawings shall be submitted to the Architect for approve/ prior to fabrication. (HIL T? HIT-RE 500-SD ADHESIVE ANCHOR ICC ESR-2322) Earth Elevation H shall be compacted to 909 of the maximum dry density d obtainable b the ASTM 01557-DO method of compaction. 7 A// fie/d we/ding except tock we/ding, shall be continuous/ ANCHOR y P inspected by an approved we/ding inspector. Concrete- Poured 2. The allowable soil bearing pressure of 1500 psf is based 8. Provide one shop coat of point on a// structural steel not DIA. LOAD in Place � `j on CBC 2007 Toble 1804A.2 covered with concrete, fireproofing, masonry or at contact (in.) (LBS) B/d g. Section � 1 surfaces at high strength bolts " O O 1 g 9 Metol Stud 9. Al/ complete penetration groove welds contained in joints and 1 DEMOLITION splices shall be tested 100.E ,f4 REBAR.• / (3 EMBED.) 5570 10. High strength bolting shall be continuously inspected by on Steel ® Wo// Section 1. A// demolition shall be carried on in such a way as not to 5 REBAR.• % " EMBED. 7732 ,. damage existing elements which are to be !n the Finished building. approved inspector ' 8 (.3!14 ) Grove/ 2. Al/ elements of the structure which are to remain and which ANCHOR BOL T�• 3 1 100 • c *0 • o are damaged during demolition work shall be rep/aced at no added #6 REBAR.• 4 (3/? EMBED.) 9226 Grout or Dr ypock '::. °� N cost Existing elements to be protected to the fu/lest extent 1. A// fle/d into/%d concrete anchors shall be approved for the type and -;•-. .•..::. .;:. possible to reduce such damage to a minlmum. installation, for its application, and materials A// bolts shall have on Minimum edge distance ore as fo/lows• cn o approved ICBO research report number. The following criteria shall app/y Bolt Diameter (d) 3/8" 1/2" 5/8" 3/4" 0.83" Masonry ® NON-LOAD BEARING CMU C T- 9 for the acceptance of instal/ed anchors• ca a, U_ CONCRETE Min. Edge Distance (10xd) 3-3/4" 5" 6-1/4" 7-1/2" 8-1/2" LO -' 1.1 EXPANSION ANCHORS Masonry ® LOAD BEARING CMU 1. A// cement shall conform to ASTM C-150, Type I or II. Notes. h 2. ane and coarse aggregate shall conform to ASTM C-33. ;....,;.•.•r• u. � The test load ma be o lied b an method that wi// effective/ transmit 1. Apply roof test loads to mechanico/ anchors without removing the nut, �r r 3. Concrete shall have the followingminlmum 28 do r '°p y y n ppy'° g Concrete y a measured tension load to the anchor. Acceptable methods me/ude: if possible. If not, remove nut and instal/ o threaded coupler to the f o strength: same tightness as the original nut using a torque wrench and apply load. z ° °' A// concrete U.N.0. - 4000 psi reg. wt. (145 pcf) 1. Hydraulic jack, either unconfined or confined testing. 2. For internally threaded anchors e. drop-ins,ins, etc , verify that the anchor is Continuous o 4. Concrete design mixes shall be approved b the Structure/ g y ( 9 P ) Wood Member ® o 0 9 PP y 2. Calibrated spring loaded devices not prevented from withdraw/ng by a base p/ate or other Fixtures prior to testing. 00 p a Engineer. 3 Collbroted torque wrench for torque-controlled expansion. anchors If restraint is found, loosen and shim or remove Fixture(s) prior to testing. Wood Blocking 5. Placing of a// concrete shall be inspected by a special 3. Reaction loads from test fixtures may be app/!ed close to the anchor being inspector approved by the city to verify that reinforcing Interna//y threaded shell-type anchors and disp/acement-centro/%d tested, !f the anchor is not restrained from withdrawing by the fixture(s). We/ded Wire Fabric - _J Isteel is securely supported in place during the pour. anchors (e.g., drop-in anchors), screw anchors, and adhesive anchors shall 4. She// Type (expansion and undercut) anchors shall be tested by one of Q a 6. Location of construction joints or pour joints shall be as not be tested using a torque wrench. the following methods: Z 1 shown on plans or as approved b the En !neer o. �suoll inspect 259 for full expansion as evidenced b the location Footing Step -,��'---� D Q P PP �' 9 �' P P y D = prior to pouring concrete and conform to CBC, section 1906.4. of the expansion plug indicator in the anchor body. Plug location of a fu//y w Screw anchor may be loosened a maximum of one full turn to facilitate Oroin / Overflow oOR� E- w _J - 7. Anchor bolts, dowels, reinforcing stele inserts, etc., the positioning of a tension test collar. Following the tension test, the expanded anchor should be as recommended by the manufacturer or in the u� w shall be securely tled in place prior to pouring concrete. anchor shall be re-torqued in accordance with the manufacturer's absence of such recommendation, as determined on the job site following ■ Concrete blocks only shall be used to support reinforcing insto/latlon instructions the manufactures installation instructions. At /east 59 of the expansion Moment Connection to off grade. anchors shall be proof loaded, but not less than three anchors per day for Required test loads shall be determined by one of the following methods: each different person or crew Instal/in anchors or p oe 0 0. 8. Concrete slabs shall be cured by keeping continuously wet P 9 Strut Brace �-- O w co for 14 days No curing compounds shall be used unless b. Test 50% of the Instal/ed anchors !n accordance with Section 1916A.8, 2007 CBC. N 1. One and one-half (1-1/2) times the calculated design strength for Q Z approved by the Structural Englneer J _ static tension load or two times design strength for seismic tension Hole In Beam �i-- 9. Notify the Structural Engineer 48 hours minimum prior to a// 5. Test equipment (including torque wrenches) shall be calibrated by an Q 9 P /oods as determined in accordance with Appendix D of ACI 318 (not ?- N d tt pours applicable to screw anchors using coefficient of basic concrete breakout approveesting laboraory in accordance with recognized standard procedures Full Height Connection Plate-�- 0 10. Provide 3/4" chamfer on a// exposed concrete corners strength in tension (Kc=17� 6. Testing shall occur a minimum of 24 hours after installation of the Bent Beam 06 11. Al/ concrete shall be vibrated In place during placing of 2. Twice the maximum o/%web/e tension load or one and a quarter (1-1�4 subject anchors COMMUNirypE DINGpi �ip , times the maximum design strength of anchors as provided in ICC-ESR. 7. A/l tests shall be preformed in the presence of the specie/ Number of Shear Studs on Beam-(8) CITYOFpgNCM�MNT(EpART a� i t concrete. cHlEC AMONGAMENT - _ � J. The manufacturer s recommended into/lotion torque or recommended inspector/Inspector of Record. AROHtTEc•r � 12. No stakes, steel or wood, shall be permitted in any concrete torque in ICC-ESR (not applicable to displacement-controlled anchors Slob Depression EU �'R4" NGALONLY ~ M E N pour.Suspend forms from above grade. and screw andhors). a 13. Orypack sha// be l•3 1/2 Port/and cement to sand with a DESIGN LDADS Top of Steel Framing E/evat�on" 6�� NAV "� ,�Q�(() cin 0 r N minimum 28 doy strength of 4000 psi. above 1st Floor Elevation 0-0"Tension test load need not exceed 809 of the nominal yre/d strength of h Structure hos been designed in compliance with of the California (Malntoln constant slope) Tnese tansare� 14. Grout shall be 1:3.•2 Port/and cement to sand No Peo Grove/ use au nor1zeaare°°,rg o o ( ) the anchor element (=0.8 ASeFya� Building Code 2007 edition Volume 2. sna�re�arizedryap�oia�Qnofarast oconstructtonand with o minimum 28 day strength of 4000 psi. Deter!/ bull oanoetan-rhytaw•�'nese o 15. No Pea Grovel Concrete m/x shall be used unless a roved b in cn the ot,until eap r0�aidoes rn PP y Acceptance Criteria.• 2. Seismic Design Catogory = D made$,d watt ao Aocupiad untiWOt� Is completed and o O O to the Structure/ Engineer. Site Class = D igen to ecce po0t1pns have b Z o 2 A. Hydraulic Rom Method- een � -' rn o Occupancy Catogory = IV Section `_ REINFORCING Anchors tested with a hydraulic jack or-s ring loaded devices shall I = 1.5 0 p c� o maintain the test load or a minimum of 15 seconds and shall exhibit Ss = 1.613 S1 = 0.60 `t N 1. All reinforcing shall conform to ASTM A-615 specifications, no discernable movement during the tension test, e.g., as evidenced >, SDS 0. = 1.076 SDI = 60 m Grade 60. Welded bars shall be ASTM A-706. f3 bars mage by /oosenlg of the washer under the nut. >, Grade 40. J. Snow Load- Pg = Zero m Y o Cn 2. Reinforcing bars shall be spliced and bent in strict accordance B. Torque Wrench Method- co caU Z with the drawings and details and C.R.S.I. pub/!cations No kinks 4. Wind = 85 mph (3 - second gust), Exposure C o V o 0 allowed A// burs shall be clean prior to concrete p/acement. Anchor tested with o calibrated torque wrench must attain the specified torque within / tum of the nut. 5. Flood Hazard- N/A Sheet No: j a F- U G"ENERAL� 11� OTENS' NONE S1.V i a Z ! 1" DEEP X CONT. SAWCUTS' ® 20=0" O.C. MAX. FIRST SLAB POUR 14 0 18" a C. EA. (400 SQ. FT.) £A. WA Y WITHIN THE SAME DA Y SUBSEQUENT POUR WA Y A T CENTER OF AND SHOULD NOT MOR£ THAN 12 HOURS OF 2-, 4 CONT. SLAB, TYR. U.N.O. POUR. GROUT FILL AFTER 28 DAYS OR "BURK£" 2" X 4" CONT. SHAPED KEY OR "BURKE" "PLASTIC ZIP STRIP JOINT FORMER" OR EQUAL. REINF. SEE i4' "KEYED KOLD JOINT" OR EQUAL LOCATED o REINF. SEE i4' Q 1=g" A T CONTRACTORS OPTION ac RECTANGULAR N 6" SLAB- Q SEE PLAN FOR DEPRESSION OR CURB SQUARE, ROUND 4" N °' N `0 U.N.O. TTP. 6" U.N.O. o o o (WHERE OCCURS) OR W COLUMN o A . A2 0 0 0 0 V N 6" U.N.O. COL. } to p � 90' 90' oNATURAL UNDISTRIBUTED SOIL _? N O OR 9OX MIN. COMPACTED FILL, TYP. 4 x 3'-6" 0 16" O.C.A— TYPICAL CONTROL JOINT c✓ WALLZ (WHERECONTINUOUS POURIS USED) Typ• x 6® 1 "O C -O6TOOLED JOINT ALL INTERIOR SLABS SHALL HAVE SEALANT PER SPECIFICATIONS _B— TYPICAL CONSTRUCTION JOINT ® CURB AT EXPOSED COORDINATE ANCHOR BOLT 2 p CONT. C— TYPICAL SLAB DEPRESSION CURB AREAS WHERE OCCURS, LOCATION PLAN PLAN W/STORE FRONT, ROLL-UP TOOLED RADIUS EATER THAN 1=0" BENT 1=0" C3 DOOR, MANUFACTURE; TYP. I I TY I EXTERIOR SLAB ON D.O. 2 TYR I GRADE WHERE OCCURS, 1,q g COORD. ttiYITH REINF. SEE A' I '- '� �.� � •��•::•�'.�. �•` ••o� - - PLUMB'G DWG FIRST POUR VARIES --- - TOOLED Z -- ------- RECTANGULAR 4 `p . _ COLUMN t - ; OR ROUND OPENINGf FACE z c . II 2 DEPRESSION u . " PREFORMED 2 4 2 2 I ti : '.::,' s FILLER 11 14 ALL AROUND COL. Z w 8 T ADD 14 ® 12" TYR SLAB ON STEEL KEYED FORM STRIP (MIN. 2 PER SIDES) GRADE REINF. (PER MANUF'S RECOMMENDATION v � Lu " ECTION A W � a 6 W = o D_ TYPICAL EDGE OF EXT. SLAB E—PLAN A T OPENING OR DEPRESSION C, v 2 SUMP PIT 2 ,2 X2 �D� = a O C) cn a TYpDC�QL SLAB ®D� C�G�Q�iC� DL�`�aDl�s � NONE j CONSTRUCTON JOWTS NONE 2 ® .J w z AFTER SET CLEAN TO REMOVE' _mow C� ALL LAITANCE AND SCUM TOuj m Q EXPOSED COARSE AGGREGA TE E LAP REINFORCING SANDBLAST PRIOR Tl� NEXT POUR � � w PER TYPICAL 2 SEE PUN AND SECTIONS J Z L REINFORCING � � � � � ' VERT. TYR FOR DIMENSION TYP. SEE PLAIN MECHL., � v DETAIL OR EZ.EC FOR SIZE v 10 U.N.O. 2 0 VERT 2x PLANKING CONT. AND LOCATION OF PAD. FIN GRADE �' UA U) U.N.0. CONC. PAD C) TYPICAL \Z Z Z o 1!12 CER, V c --- - HOOKA0ERNA TE TYR AM 0 16" 0.C. Z V ' (2 MIN.),tEA. WAY _ _ • Q EXISTING UTILITY V SINGLE CURTAIN REINFORCING 1 LEVEL TOP WHERE OCCURS 1 BOTTOM OF FTG. HOOK REINF. C co = OR SLURRY FILL ` PER TYPICAL 2� VERT. CLEAN OUT BOTTOM (NOTE '1) REINFORCING U.N.0. CONC OR MASaVRY OF FOOTING PRIOR FORMWORK NOT , DETAIL TYP. SEE PLAN - TYF'. TO FOUNDA TION POUR PERMITTED BELOW GRADE UNLESS 90z•MIN. COMPACTED FULL Y FORMED OR UNDISTURBED CLEAN do ROUGHEN SURFACE 1 1 f 1 BEFORE POURING PAD \ I 2 V�7PT' STAKES NOT PER- NATURAL SOIL, TYP. d ma MI77ED WITHIN FOOTING SECTION HORIZONTAL 2- 5 FOOTING WIDTH 11NTEC�G AT` ON PAD VERT. U.N.O. " NATURAL UNDISTRIBUTED REINFORCING NDS PLUS 2 SOIL OY? 90X MIN. TYPICAL PADu. 0. �:Elf I TYP. LAP REINFORCING PER 1. FOUNDATION CONCRETE MAY CGt{OPACTED FILL AS 76 �, TYPICAL REINFORCING DETAIL BE PLACED DIRECTZ Y INTO DETERMINED BY EXCAVATION (AS SHDiWN� GEOTECHNICAL ENGINEEIP, ZVOU-S:. COORD. MECHANICAL W?TH ELECTRICAL AND TYP. PLUMBING OWLS. FOR THE FOLLOWING I. LOCATION AND DIMENSIONS OF PADS 8 NOTE a �, DOUBLE CURTAIN REINFORCING 2. ANCHORAGE NOT SHOWN FOR CLARITY, SEE 1. THE CONTRACTOR TO LOCA TF BOTTOM OF FOOTING r � I 3. DETAILS S SUPPORTS; ELEVA TION TO A VOID SURCHARCHING ON EXISTING .°' � CORNER INTERSECTION ✓AMB ISOLATORS OR OIHERS SUBGRADE UTITITIES. cn o 2. NEW UTILITIES ARE SIMILAR U. I � cu ll I�D�ln1L� �L�DIIVIr©�VuDI1VO /n1� DuV�L�Ul1�LS��D®UV NONE ��D�ln1L� II�©O�DUV D NONE � o cp C� FORMING DETAIL 4 ` YP11CALI� C�ONCc�f�ETE PADD DETADL NONE 5 G OOTDD�G PARALLEL T NONE � "= n ® QCD M�DL�D�� i 0 0 0 { 10t0" MIN. z L r FOUNDATION o � COMPACTED TAMPED SAND GAL V. L3x3x/,� (U-N-0.) WIY2 JPO x 3%" 180 DEG. BEND OFFSET 90 DEG. BEND o o a 1=6" MIN. BACKFILL 1=6" MIN. HEADED STUD ® 12 .SEE NOTE 2) FINISH WALL COMPACTED BACKFILL AND PROVIDE 1 0 4 MAX. FROM 'd' BAR DIAMETER 2 EA. END, CORNER, INMRSECTIO/V - _ AND SPLICE GRADE FINISH GRADE FOUNDATION '0 4d 1 1 i T i j?jI/V�\ �I 1 1 vw � _ PIPE _ L-6- U) w c) BERM _10- Trrrt TM TAMPED MAX. D = BAR BE(L Flail- ND DIAMETER E SAND SLOI°E 6d FOR , 3 1HRU ,�fB M -------- - -- ---- 8d FOR „{9, h#'10, AND /11 p od to N -= - ---- 4" MIN. - ------\--L-== -- 3 7YP. HOOK WHERE Q Z i N 6" MIN. NO PIPES ; t1l 6" MIN. �6 �+ r�o• SHOWN, ALTER- - NATE SIDES Q °j PIPE HERE �°.' PIPE 3 " �'�' U �xSTUO BOLTS CAP STIRRUPS MAYBE USED ti t-- F- 06 ®1=0"MAX. WHEREVER 135 d v 4" MIN. _ _ _ NO EXCA VA TION SPACING dog CLOSED TAMPED =___-- - --- -f-BELOW THIS LINE BAR DIAMETER STIRRUPS ARE SHOWN IN p 1 SAND ---- ----- ------ mom GRADE BEAM aWY. N ---- ----- _----- ------ . 135°DEG. ® � ` PIPE 6" MIN. PIPE 1 NO EXCAVATION \ i BELOW THIS LINE CAP STIRRUP o - _ Q o PLACE C6W6RE7E FILL AROUND S TPE , NOTE PIPE de TRENCHES.• I" CLEAR AL TO BE PRIOR TO POURING FOUNDAMCK d BAR DIAMETER RE REINFORCING o o L UNLESS OTHERWISE RECIOMMENDED BY THE SOIL REPA?T, MAKE SAME WID1H AS FOOTING AND FULL TOGETHER --- _j z o AROUND PIPE. OPEN OY4 BAGY(FILLED TRENCHES PARALLEL W/A FOOTING 02V H Olt PIPE TRENGKI (2'-O"MIN.) C �'�"��'' 3 °' � � ,r", cV ai S PALL NOT BE BELOW A PLANE HA LING A DOiNVW ARDS FROM �i��i£�� A to 0 2 �FiGtdi`rJ*'c: ttt> ib7� TUNr�I. Gf 1 UNIT VERTICAL TO 2 UNITS HGf�'IZ. (50X SLOPE) FROy{! � ' m A LINE 9"ABOVE THE BOTTOM EDGE O!F THE FOOTING AND B NOTE ONLY 10- NOT CLOSEI? 7HAN 18"FRG14/ THE FACE OF SUCH FOOTING. 1 (1) FOR INFO. NOT SHOWN, SEE A' 50 d - 2=0" MIN. U.N.O. NHERE PIPES CROSS UNDER FOOTINGS THE FOOTINGS SHALL BE SPECIALLY NOJL� " Y 17 2010o m DESIGNED. PIPE SLEEVFS SHALL BE PROVIDED NHERE PIPES CROSS' THROUGH FOR MORE INFO, SEE e 1 -6 MAX.O (2) COORD. WITH MANUF. FOR ACTUAL SIZE. _ - ° these plana area roved InSo(ards the cengkructfon and U N .0 FOOTINGS OR FOOTING WALLS & SLEEVE CLEARANCE_WALL PROVIDE FOR POSSIBLE I use authorized aro torr et nnsi►nw(UI, � .tee � � -� LAP SPLICE not grant authority to v(aptP 9r pan a snq 1®wPWhese plans U FOOTING SETTLEMENT, BUT NO LESS' THAN 1"ALL AROUND PIPE. Shan rgmaln on the jQpp until Wgw Io corn P o made led .Aleted a F buildn nhalpaOVeocwp p an no TY �t �p n p n n 2 n 2 �a M and a C�n to ocla�N int ),Ii,)ns have been Sheet No: l Z U If"o I�DpC �G��D�C��I paG�Q��CL� / ®MD�DQ�IC�D� NONE 11 if l�'D�ln1L� If-Dl�'lS �(f�UL��V�W DD��/n1D� NONE EMBEDDED ' �M� � a �C �C NONE ��p �Q � G � � =OG � �� D��D�S NONE 10 S2.® i 1 ACI TENSION LAP SPLICE FOR f = 3,000d, AND 4,000 psi f= 3,000 psi fc= 4,000 psi Q 75 Bar L ap Top Bars OtherBars Top Bars Other Bars N .0 a Size C /as a 3 o Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 o v 3 B 28 42 22 32 24 36 19 28 ,f4 B 37 56 29 43 32 48 25 37 to 5 B 47 70 36 54 40 60 31 47CU o N o C>- 16 16 B 56 84 43 64 48 72 37 56 0 z j7 B 81 122 63 94 70 106 54 81 B 93 139 72 107 80 121 62 93 - ' FOOTINGS POURED AGAINST EARTH " B 105 157 81 121 91 136 70 105 � FORMED SURFACES BELOW GRADE ...................................2 x 00 B 118 177 91 136 102 153 79 118 WALLS. EXTERIOR SURFACES ABOVE GRADE ..................2" � x'11 B 131 196 101 151 113 170 87 131 INTERIOR SURFACES 1" ........................................... i NOTES, COLUMNS AND BEAMS TO MAIN REINFORCING ..............2" 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL-WEIGHT 4. LAP CLASS A VALUES ARE 7HE THE REOIUIRED TENSIO)V DEVELOPMENT LENGTHS, JOIST TO MAIN REINFORCING .........................................1" CONCRETE. (145 PCF) /d ; LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVLZOPMENT LMG7H.5: 2. TENSION DEVELOPMENT LEN07HS AND TFNSIO)V LAP SPLICE LENGTHS ARE BASED OW A01318--02, STRUCTURAL SLABS, TOP ................................................1 GLASS B = 1..3 /d (ACI 318-05, SEC770YV 12.15.1 " SE0I7ANS 12.2.2 AND 12.15, RESPECTIVELY. TABULATED VALUES FOR BEAMS R COLUMNS 5. 7?P BARS ARE HRIZONTAL BARS WITH MORE THAN 12 INOYES 6F COMO?ETF CAST STRUCTURAL SLABS, BOTTOM .......................................... %" ARE BASED OW TRANwRSE RE7NFRG£ME)VT AND COWGY?ETE cowR MEETING MINIMUM COD£ BELOW THE BARS. `Z REOUIREMENTS LENGTHS ARE IN I 6.Na1ES FR EPDXY-COATED REINFORCING BARS, MULTIPLY THE TABULATED VALUES BY .3 CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL MEMBER, CONCRETE COVER, ONE OF THE FOLLON?NG FAC70RS z W o AND THE CENTER-TO-CENTER SPACING OF THE REINFORCING BARj ARE DEFINED As- seams s UjBeoms or Case 1 Cover at /east ldband c.-c. spac/ng at /east 2db Concrete Cover and Spacing Top Bars Other Bars 0 a a v Columns Case 2 Cover less .than 1db or c.-c. spacing less than 2db Co ver 3d6 or c.-c. spacing < 7dg 1.7/1.3 = 1.31 1.50 a Z case 1 Cover at /east 1db and c.-c. spacing at /east 3db Co ver 3db and c.-c. spacing > 7db 1.20 1.20 W j A# Others V v Case 2 Cover less than 1db or c.-c. spac/ng less than 3db O20 co v CONCRETE LAP SAIL[IC E SCHEDD MLCNONE � CONC. PROTECTION Oo N G OGS RCMP. STEED NONE 2 NOT USED - 3 0 a z a V (3 ui 1B" � �' °� MAXIMUM WALL HEIGHT FOR NON-BEARING METAL STUD SECTION PROPERTIES TRACK �" Ixx MIN. Z LU m � INTERIOR STEEL STUDS, 'S162' SECTIONS (*} (EFFECTIVE) SECTION (M 3) (in') w Z z A BO �,E STUD 16 GA 18 GA 20 GA SECTION sxx 3 (LM , 4 '0.56" LLJ v SECTIGyI! SPACE ( ) (43) (33) ( to ) ( in ) 25oT150_54 0.273 0.368 77' rOCK ~ 7 3 TLP. 16" 12'-6" 10'-6" 250S162.33 0.180 0.235 - _ .$EE O & PUN 362$162 250$162.54 0.295 0.370 400T150_54 0.489 1.025W GAUGE. 0 Z z U 362S162.33 0.292 0.551 Z Z FOR ANCHOR BOLTS DETAILS ,q 400$162 1 s" 18'-0" 14'-2" 36251 s2.54 0.481 0.873 Q 400S16233 0.332 0.692 600T150_54 0.843 2611 V_ SLAB ON GRADE S ® 12" AC EA. WAY B W�8 O"MAX 40OS16254 0.549 1.098 V j SEE 16 GA. C6x1 GA. 6005162 16" 28'-0" 26'-0" 19'-0" > NO TES. 1 s = 600$16233 0.577 1.793 7RACK ON 16 STUD BLOC 600S16243 0.767 2.316 800T150_54 1.272 5.214 V to GA. S7VD TYP. 3 16" 32'-0" 30'-0" 600$16254 0.953 2.860 ILP. S' STUD SEC770N / BOOS162 80OS162-43 1.158 4.633 PAR77770NS.• * 800S162.54 1.434 5.736 1. ALL TRACKS 770 BE SAME GAUGE AS STUDS OR 16 GA. xzsr REQUIREDA AS IV07ED BELOW OR SCHEDULE.• GAUGE -III =_I =I = _,III; I S1U0 TRACK III, I I I I C6x16 GA. STUDS 2. ALL STUDS SUPPORTING DBL JOIST 70 BE 16 GA 16 GA. ® 16 O.C. " 3" GYR. HEAD SECTION q S7VD TRACK ILP., U.N.O. SEE NOTE UNDER GENERAL x 1%" FLANGE. Y2 COMPRESSIBLE , „ O GENERAL- 7x W-0-0 TO 3-0 J. ALL PAR77770NS SUPPOR77NG ANY OF 7HE FOLLOW?NG MAIFRIAL ALL OROTUND MAXIMUM SPAN FOR CEILING JOIST 1. METAL STUD EFFEC77VE PROPER7IES ARE.• 5 G I7FMS SHALL BE 16 GA x 158;"' FLANGE ELEVATION ti� e yr INTERIOR Fy=50ks1 FOR 14 AND 16 GAUGE S£C770NS. A) HUNG CABIN£7S 0NDIS7RI8ED NA AURALF - sS C3 SOIL OR 90A'MIN. CG41lPAC1F0 FILL TYPEa m 20 18 8) FREE STANDING CABINE7S AND EQUIPMENT TALLER 33k / FOR 18 AND 20 GAUGE SEC77ON .� k (33) (43) 2. 362$162-33 DL 07ES MANUFACTURERS CALL- THAN 36" ANCHORED Tn WALL. 1s" 1o'-0 11'-0" 05UT FOR A S7U0, WITH 1%" FLANGE LENGTH & C) ANY WALL HUNG ITEM HAS WEIGHT S1UDS16 GA STUDS J. GA 400$162 3/ DEEP do HAS A THICKNESS OF 20 GAUGE. (INCLUDING CON7ENTS) OVER 20 LBS cn r2-C6XI6 _16 3. THE MAX. HEIGHT GIVEN ARE BASED ON THE ASSUMP71CW OF " " 5 PSF MAX. LA IERAL LOAD AND THE WALL IS ANON-BEARING TOTAL SUPPORT BY A SINGLE STUD 60OS162 is 12-0 15-o WALL (NOT SUPPORT ANY LOAD, SUCH AS CABINET, SHELF, ETO:) D) MAXIMUM WEIGHT SHALL NOT EXCEED 1501 1_16 SUPPORTING LOAD, SEE NOTES UNDER PART777ON THIS DETAIL. f' FOOT FR HUNG CABINET. o GA. 1-16 4. FR WALL WV/ COUNMR- 7i0 BRACKET ATTACHMENTo16 GA. H = 12=0 MAX. USE 2- 400$162.54 STUD °'NO S.' S7UD TRACH = 12'--1" TO 14'-0" MAX. USE 2- 600$162.54 STUD o 1. CORD. WITH MANUFACTURER & MEP PLANS FOR 7HE FALLOWING.• ✓AMB SEC770N ✓AMB SE-CH = 14=1" TO 20=0" MAX. US•E 3- 6005162.54 STUD co rn HEAD SEC770N B (DB c 2. LOCATION AND DIMENSION 6F PADS OA " " " " � I .3 CORD. W77H MANUF. FAR LOCA 7YaV OF RAIL FOOTPRINT AND ANCHORAGE. W�=3=0" 10 8-0" W--0-0 70 4-0 W=4-0 TO 8-0 J C r CONCRETE EQUIPMENT paD NONE14 �� QL EXTERIOR' WALL OPENING DET. NONE15 EXTERIOR MTL. STUDSCHED. ANDSECTION PROPERTIES NONE E; 0 o S 1 Z � 0 o ()o O a j 12" 12 RU LL7 l bASION COMMUNITY VEL.OP NTQEPAArM1=N-r C1 IT Of ANCHO C CAMONGA "' CHECKED POFi 1-- Q aV-, %" MIN. / MIN. AFICHITECTUfitAUSTFtLF&nUt4ALONLY f LY U W J NOV 17 2010 W w >- SEE PLAN FOR SIZE SEE PLAN FOR SIZE AND NUMBER OF AND NUMBER OF These plans are approved insofar as the construction and ANCHOR BOLT USED ANCHOR BOL T USED use authorized ere correct and lawful.This approval does UNIT not grant authority to viclate.or cancel any law.(hese plans UNIT building shall b®occupied unto$!f inspeatlona.have been � V) a sha remain on the Job until t","" IS cornpletod and no made and ap royal 9(ven to occu O W E M TOP OF TOP OF N (N) CONC. (N) CONC. Q __jQ PAD PAD a� Q U N it W 0 ■o®. E • : ffi 'o 0 o CONC. SLAB 0 to 90X MIN. COMPAC7ED ON GRADE 90X MIN. COMPACTED (N) CONC. SLAB Z o OR UNDISTURBED OR UNDIS7ilRSED ON GRADE Q H N vA NA 7ZIRAL SOIL, TYP. NA 7ZIRAL SOIL, rW. o o d- 01 Ln C m o a� ai NOTE:• a NOTE: � � ca � � I FOR INFO. NOT SHOW SEE 4 FOR INFO. NOT SHOWN, SEE 5 Q 0 U - Sheet No: A D DETAIL TqILL13/4- 17 U if Imo. EQUIPMENT G°�C�G;IOG aC C DC�TQOL� 3/4" NOT USED NOT USED - 10 S3.� TYP. EQUIPMENT aC HORAGE D z 23' 8 JQ EO. EO. EQ. 6+I$ �' 0.157"0 HIL TI HSS SEE PLAN a PIT, COORDINATE It t1'r ��t �� 5� v E E n . J# �� y• 5 W/£LEC PLANs q�'� ��, �j � � a . � x-U ® 32" o.c. l- i �� t i C7 14/0 ,- f 1 ICC ESR-2269 0 o o / - 1- --- ------ H=x5x/ HSS5x5x/ ( ) y o 0 0 1 M C3 •• 5 Tw. a S O -------�- -------- -- -------� ,� ••"' _ ,f'10 SMS AT EA. STUD �. 4 7 I I %"0 WATT KB-1Z STAINLE.�S S1FEZ .OI \'o 0° �, W/4"EMBED. (ICC£SJP-1917) M HSSBx4x% 0 ic (0 co N O f I I 10 ANCHORS MIN. a13 16 GA. TRACK CONT. ---/ SLOPE L6 0 0 + i i lyP. 4 TYP z - --- 5 - O "I + 60VERA70R 7 I I I T)P. ,I j I MAX. Old I I i 7 °� � � TYP. �, � z i W. =24001Q�' - Z �� - -- --- --- ---- � / i I HSS8x4x C6x16 GA. METAL 7� I \ STUDS 6a 16" O.C., U.N.O. (N) CANC. PAD I (£) ASPHAL T TO B£R£M0t�F0 I - i POURING NEW CWC SLAB AN MADE �' I °p a I I I I 7 rn j q' I % -q OPE i / I j HSS8r4x% O 16 GA. TRACK CONT. W .1 " `+ 10 SMS A T EA. STUD TYP. HIL TI X-U FASTENER ® 32 O.C. Z / t-�---- --- --- --- -, 1 I I I GAL V. STEEL GTi'ATING W/ 1�/�"x 1s" I I I I BEARING BARS 0 116" O C & CROSS (ICC ESR-2269) W GN£RATOR,A2 i I I ; w.� BARS 0 4" O.C. END BANDING; TYP. ; W � O OI 6 I � �1 I I �' O 0 `n I \� V Lu 1 I ICL CURB i /ERE OCCURS C3 a -70 `1 CL z 4 7 / I r� HSS&4x 8 COINC. 1 W = 2 I / (N) PAD 4 HIGH �+ f I %"0 HIL TI KB-1Z STAINLESS SW 6bp ' m O v CURB + I --� SLOPE IYP. I f VIA W I I I I W/3/ 61118M. (ICC EM--1917) AT n 1H_ e SS5x5x/ _ ----i-----i ---- ---- I I G4. GARNER G 'UNIT TYP. cpTt71A & BOTTi?M ��Q�, ��luJ� ®��L��DO� ��V Q�LI� NONE �j .,� W z I I i arr I LYCT I LKT I ATS I / 1 I � O � � � V LCL! w BKR I BKR I BKR I I I o Z LuVHSS5x5x4 18 70P & BOTTOM/ a E3 Z Z 0� 5 8 OPEN' . 4"HIGH CURB (E) WALL 8 & - Q.F 1 EQ. EQ. EO. 1=0" w v 1 * r---'--"--i TO REMAIN . a f__ e� W v 2=0 I I 2=0 ^o f }' 7 I I CAP PZ HSS K W I I WHERE OCCURS TTS L-------J m V ----------- --- -- I I I HSS BEAM 1 I I + + ----------J PER Pi-A(N) 6MC PAD I i TYP. N 7'YP � Y4Y4 C5Ism_ NOTES.- I I I i I HSS ON I I HSS POST 1. CANTRACTAR SHALL PROP IDE A SAMPLE Ole I I I I I FARSIDE + i PER PLAN THE BRICK VFNEQR TO 7HE CITY FAR APPROVAL cn 1 PRIOR TOINSTALLATIAII. 2. CANTRACTOW -WALL PROVIDE A SAMPLE 6F THE CONCRETE CAP TO THE CITY FAR APPROVAL f 6�J�j AH R V � rn I PRIOR TO INSTALLATIAII.. �li�� .3. GENERAMP ENGYOSURE DOORRS ARE 70 BEA 10 11 %"/HIL TI K8-1Z ,� LOUVER TYPE DOR MATCHING THE EXISTING f " ' Nr = ti TI; STAINLESS STEEL W ,�/ �-u�tA� � � G,LNERA7OR DOORS AT THE POKILY'D£PAR7MENT. / Z � ��•� CITY TO APPROW PRIOR TO INSTALLATION. E�//BED. (ICC £SW-1917) AT NOV �10 aS ti EA. GARNER AF UNIT. TYP. 7h �a `II use au�fti��ire approved ins L not rantPt��ed r000rrAotarasth ca L .- � rn G OMV�DQTUO�1 pL�Q�] 1/4„ G G�Q(M NG PLAN 44 2 HSS POST/BEAM EAM CONN C�� '� R"L,� a'a.1.41 �rov s � �a a o n d �n e ' }a .Scomp Qc P©ctlo and (� « C o 4 O o rn Zcu ai 1"�E 4« MA HSS 8x6 COL. o f 1 Q I SEE PLAN ao O a MAX. 3 O I 1".t CORROSION RESISTANT CL OF BM. do COL. TEKS 00-16 SELF I I I I DRILLING TAPPING a � I I I SCRE�`f'S' AT 12 O.C. � 0 w J Lu STUCCO FINISHING BRICK VENEER , W v 4 `�-- 1-- - SECTION A - A I I TO MATCH EXISTING Q ' a I I I I 14 GA. GAL V BURKE R".ING i ASPHAL.T TO MATCH I I MASOWRY ANOYOR AT 12 0.C w M I I EXISTING PA V?NG I I SLAB ON GRADE 16 GA. METAL STUD Q Z N ---- = STUCCO FINISHING SEE DETAIL 1 --i - ------------- O TO MATCH EXISTING I I '� A T 16 MAX. I I PRECAST CONC. 2.0 s I 4 ; }^3 CANT GAL V WIRE _- N I I COVER PANEL, SEE v' I I ds --------------- •. 6" S1U0 ® 16" O.C. 101 N I I AT EACH ANCHOR - IYP. (1 STUD A T EA. I I BRICK VENEER TO 11 I I MA 7O'H EXISTING - I I O BRICK VENEER t HSS BEAM f « I I SIDE OF HSS COL.) I I i . Iti"1i';, CONC. CURB TO MATCH (E) ; 314 TIES ANCHOR N ® 2 O.C. 3- 4 CONT. I I CONT. I�'RIICAL 22 GA. SLOT L MEN WATERPROOFING u• �, I I o GAL V BURKE fZEMING PAPER BACKING *• , HSS POST I I I I ao ? ANCHOR SLOT A T 16 O.C i I 1 m I I ,I '~ I I 0 0 W I N ASPHALT TO MA Tl:H 47 VERT. O rn o I I V I + EXISTING PA VING h 3 I I « t ,�9 GAL V WIRE a p p o I I ,I �s 1 I 14 17ES ® 8 0.C. rn Z o N of I I r co 0 PEENING ANCHOR 's 0 d- I � . PLAN DETAIL a u 2L I O m 43 w o j O m' 1 I •• 4"x12"x1=0" PLATE 3 -0 14 VERT. ® 4=0" O.C. ; cu o U o in N 1 -4 IV o 2-P CONT. 2=6" MIN. DIA. Sheet No: 0 WSS CO�VNECT�ON D� ETA= L� NONE �ETG=�1�L� NONE FOOT�NG DETA= L� NONE o ��CK VENE R ON METAL STU� VV AL L NONE � �74.0 z r c 5 6 6.2 2"0 HIL 77 KB-77 12 Q E ai = _ cn STAINLESS S7FEL W/ 3%" PRECAST CONC. COPING o o EMBED. (ICC ESR-1917) 12" � /,� 2-12 SEE 2 '2 AT EA. CORNER OF UNIT > � g TYP. SM. THREADED SLEEVE EMBED. EA. PANEL END 0.F GRATING 4 m NEW MAIN DISTRIBUTION a I I TO PARAPET p o "MS" REFER Tn 6 t f09=9" ' - RS O N O 0 O O O 11+ Z CAULKING I ~ 4 L Tx4x% STL. I 3 » » ANGLE i x — � Q / 0 x10 THREADED ROD �' C1W HEX NUTS & WASHERS, HSS5x5 I CAULKING & BACKE f0 I i (N) CDNC. PAD A T EA. PANEL END R ROD 30,E BLDG. PAPER I - 1f i i I YSS5x5x%" S7FEL FRAME, i 4" BRICK VENEER NEW DISTRIBUTION » y2_ SEE S7RUCT. DWG tT qt PANEL "EHOP" 4 I MASONRY ANCHORS fall I I Z. %" 7HK. L3x8 ANGLE __ 4" LONG EMBED. A T 6» METAL STUDS Z CONCRETE PAD. £A. PANEL £NO I ® 1'-4" O.C. W 8" ALL AROUND J I 2 O i I CEMENT PLASTER aV W " _ I 1 I METAL LATH O V p w ----GROUT FILLED W m 0 U a� � o LOWER LEVEL MAIN IN CLLCC�V GSI �° O 0 e ' o e o �c (a fr _° C� ROOM POWER PLAN i4 �I COPING AT EQUIPMENT T ENCaLI�OSURE NONE � �®pII�C� DLS u G,1Ql� NONE � 0 W z PTD. MTL LOUVERS SET IN � � PRECAST CONC. BRICK PTU. MTL REBATE-PYRE 3 6 y. a PANEL FRAME C1W GAL V PRECAST CONC. � V m W Lu z z SGWEDVZNG rO MATCH (E) COPING, SEE z d .. o v • PRECAST CDNC. PANELS ® v F_ D . W Q4s = • •. • - • • • . d HSS 8x6 � 4" BRICK VVENEER AND o MASONRY ANCHOR SYSTEM 2 O BACKER ROD f CAULKING " BOTH SIDES 4 %0 6 M7Z. STUDS 8. -0-- 1_3 0 °0 � EXTERIOR BRICK VENEER ,mays BACKER ROD f CAULKING i ,5;• 3 ». BO1N SIDES • . CEMENT PLASTER � No rE AND M7z. LA TH a ' 1.) PRECAST CONCRETE PANEL WIDTHS VARY TO MATCH EXISTING PANELS, .. • . � EXCEPT WHERE NOTED. " ' 2.) PRECAST CONCRETE SU9CON7RACT0R TO BE RESPONSIBLE FOR STEEL EXTERIOR EMBEDS IN PANELS, THREADED RODS/BOL 75, NIS & WASHERS AND FOR A TTACHMENT OF PANELS. ,� o 3.) GENERAL CON714AC70R TO BE RESPONSIBLE FOR SUPPL Y & CR � n INS TALLA TION OF MISCELLANEOUS STEEL FOR PANEL A 7TACHMENT AS 2-4'x8'x1%" THK. PID. HM. DETERMINED BY PRECAST CONCRETE SUBCONTRACTOR. LOUVERED DOORS AND FRAME TO CD 0 MA TCH EXIS77NG. J _ to Ir G=�NEU o RIC�G JOINT NONE 4 PANEL L JOINT NONEELEVATION p E2V e 2 Np p p � 2 n � n/� � L- �L�I� V Q�I®� �lf� �I1V�t�®�IuJ�L� NONE DOOM J1n1M o e p � _ �• DC��QIIL NONE � � W v c U of O C 0 z c ca c O SEE PLAN, MECHI., 12" C)00 O a NEW CONS7RUC710N EXIS7ING OR ELEC'ti. FOR SIZE AND LOCATION OF PAD 8!12" MIN. " 1-14 COWT., HOOK & J 4 FAR '4 LAP 0 PLAN CORNERS a 5 FAR . 1/" CLR, » » U a ® 12 O.C. SEE PLAN FOR SIZE LAP PER I¢ ® 12 0.C (2 MIN.) � = 0 6 4"FAR/6 TYF? EACH WA Y DOWEL (TYP.) AND NUMBER OF � � w w a D HSS BEAM 2 ANCHOR BOLT USED (n 2 w v Vy - CONC. PAD UNIT 7 (N. WT. CONC.) V LEVEL TOP J A9f OF - -------------- I— �. (N) CONC. C) i w CL _ _ PAD a0Z N I -- • e o i I ------------- I I i �, . ar a I I I ° e 1- 1-10 06 I I I �.' .v v. z • d ° i— — EIN M ° LEAN & ROUGHEN SURFACE -a BEFORE POURING PAD • • . � 0 mom PLACED BAR IN DRILLED HOLE a'' 90X MIN. COMPACTED W/HIL 71 HIT-RE 500-SD 4 HSS COL. I I I a: •: ...'' OR UNDIS77JRBED (ICC ESR-2322) 90%MIN. COMPACTED CONC. SLAB o 00 ° NA 7URAL SOIL., TYR OR UNDISTURBED ON GRADE rn �`' EXISTING CDNC. SLAB `n NATURAL SOIL, TYP. � J � z o I I ON GRADE - _ -- -- Q rn O p a 1FVu pVf Wi3 N O I w AM�l, �, k o ISM p: 'E Fi t �l O � r� co 0 PLAN VIEW r PLACE BAR IN DRILLED l Alia flilo'r P' ' ` Ii � uHAI,t�NW o `r DOWEL TO MA TCH BAR SIZE & SPACING HOLE W/HIL 11 HIT-RE 1. ANCHORAGE NOT SHOWN FOR CLARITY, SEE 11 ^/�TLr• N � �7 �� m 'v o �, 500-SD PER ICC ESR-2322 2 CONTRACTOR SHALL IfRIFY THE LOCA7ION c �c OF EXIS7ING REINF. STEEL PRIOR TO DRILLING. FOR INFO. NOT SHOWN SEF 10 0 @ ui N KE7Thew I�h��fe approved insofar as the oonstruation and ecu DO NOT DAMAGE ANY EXISI7NG REINF. usa i�u�hgnr'ad+aru oorrnc and lawfu6 7hlR approval does p U p not Shang au{hgrity to vi Iota ter�An a ar�y law,Tha�g plans shall re-n I on the Jp ut1Sl!Wort/la 44rnpi9t®d and no building aha�l fid t3at7up ed l�ntll all Inpae11on h a v a baen Sheet No: 0 i mWriAniyr�l n iae EXISTING NONE-1--s CONCRETE PAD D QT QC) SLAB NONE 1O EQIPMENT ANCCORA_` D_ C` AIL NONE c GG .O .s HSS CONNECTIONDETAIL NONE 8 & NEW SLAC CONNECTION i I I C O i 12" D " o 4( U o O 0 HSS5x5X% 0 0 o �' ' PIU 2/"x2/ STL. CU o N o 6" MTL. STUDS BRICK VENEER ANGLE, KZD TO HSS POSTS •. Os" SR. PLAT£ EMBED AND C. a A T£A. END & 70HSS '� o " I I (N) BRICK VENEER, SEE 8 ABOVE WELDED TO EA. BENT BAR z 6 MTL. STUD l J ® 16" O.C. 1--- - - T� FACE OF EXTERIOR I 101X, / 2-6 PLASTER BEYOND (N) HSS5x5x% j j L.3x4x%" LLH I Q P1D MTL. LOUVER 8 4 'r BACKER ROD & CAULKING 30,E BLDG PAPER BOTH SIDE P?D HSS6x4x% WELD ERIM£TER Q. Tt�®SS POSTS AT EA. I CAULKINS BOT�L SIDES %" DIA-x8"x2" BENT STL. -------------- K — BACKER ROD AND BAR ® BOTH SIDES & 4" (E) CONC. COPING 0 j CAULKINS BOTH SIDES BRICK VENEER BEYOND HELDED TO S& POSTS EQUIPMENT ENCLOSURE Z i A T LOUVER PERIMETER W (E) BRICK VENEER PTD. MIZ- LOUVER PTD H.M DOOR Z Uj :V4" FRAME C.) 0J IL PLAN WEW Ww (3 ®. V D > O ♦v� Vo�? gF— _DCQL NONE LOUVER JAMS AT DMCC NONE WALL SSCTONDC ML NONE 3 SPANDRELJ�LL4 -1 � DD ETAL ® W Z � z e tu � J Z � HSS5x5x%" BEAM pe LV < w LLJ S1Z. GRATING --------------- ------------ ® Z Z BEARING.BARSEND BANDED LLI (� o --------------I————————————— STL. GRATING r " IHK. SID. PIPE I I SEE PLAN e V II � j TYP. Y4 I I II II , II II I I HSS3xYx 4 POST11 IL %"� U BOLT TYP. 4► f6 I I HSS Li BEAM I SEE PLAN C3 8 ---------------------------- 1 S,1 ________________------ _____ 1" L2x2x% ANGLE cn NOTE: SS5x5x%" BEAM o NOTE.• h COORDINA TLS W/M£P & M4NUF. U BOL T CONN. A T EVERY PANEL JOINT. I OR OPENING SIZE AND LOCATION. � 11,0- X C �— m lL OPENHQ AT GIl�ln1TWG NONE15 HSS L�EG�111VI1 & COL. CONN.V. NONE � ��1=�1�� ® �L�ln1� �©uVOVo NONE � �p p p . _ � � n NOT USED S m U 0 0 o Z •L O c o 00 O a U 2 o U Q 2 UW — W U Uj W U 0 a i Ca m N LU I N l�tE=Er1' i � Q Af7�'f-i Q V�,1n� . Lo 06 NOV 117 2010 3 Thesapplane aro approved insofar as the construction and use authorlzcd Qre correct and lawful.This approval does 1— ■■S not grant authgrity to violate or oancel any law.These plans o shall remalrl pn tha Joq until work is completed and no building shall po ooagled until all Inspections have baen N -nPH(4 and v')r)rax+l van 1�r,coun U) 0 0 rn 0 I 0 p O o W 0 O O i Vi J O Z O u I 2 o ~ N 0) o c0 O N O d' v >, rnl 100 o � O g gi Z 0 y o o U O i a Sheet No: NOT USED Z NOT MSC D -- �I� �l®�' USED D - �l� NOT USED I2 S6.O � I 0 .Q x U DEMOLITION NOTES DEMOLITION LEGEND CONSTRUCTION NOTES CONSTRUCTION LEGEND GENERAL N T 1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE,ANY DAMAGE,WHETHER ® O C C� INSIDE OR OUTSIDE OF THE PROJECT LIMITS,TO UTILITY SYSTEMS,SURFACE O REMOVE EXISTING CONCRETE SIDEWALK PAVING,SAWCUT AS REQUIRED. ES PAVEMENTS,FIXTURES,STRUCTURES,OR VEGETATION THAT IS NOT 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS 1O NEW GENERATOR ENCLOSURE.PAVING AND GATES PER ENGINEER' THESE NOTES SHALL BE USED SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS DEMOLITION PLAN. 1.. O EXISTING ADJACENT SIDEWALK TO REMAIN.PROTECT IN PLACE. GRADE DESIGNED WHEN DIFFERENCES OBVIOUSEXIST THAT UNKNOWN OBSTRUCTIONS MAY NOT AVE BEEN KNOWN DURING S PLANS. IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. m ALL DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION,AS DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE O EXISTING GENERATOR ENCLOSURE.PROTECT FROM DAMAGE. o ACCEPTABLE T O THE OWNER. ATTENTION OF THE LANDSCAPE ARCHITECT.THE CONTRACTOR SHALL AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING 4: -v�J O REMOVE EXISTING SHRUB AND GROUND COVER PLANTING.SALVAGE AND SET WORK. NCING ANY ri 2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE, ��ww..��ll ASIDE PLANTS FOR LATER USE TO FILL IN DISTURBED PLANTER AREAS.REFER FAILURE TO GIVE SUCH NOTIFICATION.ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO A 3O INSTALL PULL BOX FOR IRRIGATION CONTROL WIRES.CONTRACTOR TOcc 6 ALL CLEARED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND TO PLANTING PLAN SHEET L-2. ALL WORK SHALL BE PERFORMED ACCORDING TO CUR0 16 RENT CITY STANDARDS AND THE CURRENT C) SHALL BE REMOVED AND DISPOSED OF LEGALLY OFF-SITE.SEPARATE - PROVIDE OPENING AT WALL AS REQUIRED.REFER TO IRRIGATION PLAN ON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. � RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER 2. ALL FORMS AND ALIGNMENTS OF SPECIAL PAVING AREAS SHALL BE SHEET L-2 AND DETAIL L,SHEET L-3 FOR ADDITIONAL INFORMATION. Z WITH OTHER MATERIALS.STORE OR STOCKPILE WITHOUT INTERMIXING ® O EXISTING SHRUBS AND GROUNDCOVER TO REMAIN.PROTECT IN PLACE. REVIEWED AND APPROVED BY THE POURING(GIVE A MINIMUM OF 48 HOURSENOTICE)RESENTATIVE PRIOR TO THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES. /4_\ EXISTING SIDEWALK TO REMAIN.PROTECT IN PLACE. COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. 3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY O REMOVE EXISTING TREE AND ROOTS TO 36"BELOW GRADE.(3 TOTAL). 3. FOR SITE GRADING,SEE NOTES BELOW. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENTUTILITIES DETAILED,OF EXISTING CONDITIONS OF TREES AND PLANTINGS,ADJOINING BACKFILL AND COMPACT EXCAVATION. O CONSTRUCT 4"THICK CONCRETE SIDEWALK PER CITY STANDARD PLAN 103 UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO AND 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR O WORKING DAYS PRIOR TO CONSTRUCTION. - ; CONSTRUCTION,AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES. WITH MEDIUM BROOM FINISH.SEE DETAIL A,SHEET L-3. Z DAMAGE CAUSED BY SITE CLEARING. O EXISTING TREES TO REMAIN.PROTECT IN PLACE. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL t3 DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. t .11 4. THE CONTRACTOR T TO SUBMIT RECORD DRAWINGS IDENTIFYING AND O INSTALL EXPANSION JOINTS WITH WATERPROOF SEALANT. Y 4, ACCURATELY LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE —. O REMOVE EXISTING IRRIGATION HEADS AND LATERALS.REFER TO 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD � STRUCTURAL,ELECTRICAL,AND MECHANICAL CONDITIONS. SEE DETAIL B,SHEET L-3. SHALL COMMENCE,AND UPON WRITTEN IRRIGATION PLAN ON SHEET L-2 FOR ADDITIONAL INFORMATION. UNDER PAVED AREAS AS REQUIRED.REFER TO IRRIGATION PLANS. VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(60 DAYS,SEE SPECIFICATIONS)SHALL COMMENCE. SAID MAINTENANCE SHALL 5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH O7 PROVIDE WEAKENED PLANE JOINTS AT 8'ON CENTER MAX. CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT REMOVED. SO EXISTING IRRIGATION HEADS AND LATERALS TO REMAIN.PROTECT IN PLACE. OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH SEE DETAIL B,SHEET L-3. HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. M _ _ AINTENANCE SHALL INCLUDE CONSTRUCTION OPERATIONS AS SHOWN. MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, 6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO O REMOVE PORTION OF EXISTING IRRIGATION WATER MAINLINE.REFER TO FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER■• SO INSTALL NEW ELECTRICAL CONDUIT UNDER SIDEWALK PER ENGINEER'S MAINTENANCE ALSO INCLUDES ALL REPAIRS REPLACEMENT, O ER CARE AND UPKEEP. I PREVENT SOIL EROSION AND DISCHARGE OF SOIL BEARING WATER RUNOFF OR 7. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY PLANS.CONDUIT SIZE,NUMBER OF WIRES AND SPE KEEP THE IRRIGATION N ,CLEANING,AND ADJUSTING NECESSARY TO AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. IRRIGATION PLAN FOR RELOCATED MAINLINE LOCATION. COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION SPECIFICATIONS PER GATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE R 7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PER SPECIFICATIONS. ENGINEER'S PLAN.DEPTH OF TRENCH PER CITY OF RANCHO CUCAMONGA FINAL ACCEPTANCE OF THE WORK BY THE CITY. REQUIRED PRIOR TO PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE ""° 10 EXISTING IRRIGATION WATER MAINLINE TO REMAIN.PROTECT IN PLACE. STANDARDS. APPLICATION OF ANY CHEMICAL AVAILABLE RECORDS.THE CONTRACTOR IS REQUIRED TO TAKE DUE 8. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH S SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER 11 REMOVE AND SALVAGE EXISTING UTILITY PULL BOX AND EQUIPMENT FOR GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND SHARP TRANSITIONS. APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. LINES NOT OF RECORD AND NOT SHOWN ON THESE PLANS.THE CONTRACTOR O EXISTING IRRIGATION WATER MAINLINE.PROTECT FROM DAMAGE. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, SHALL CALL TOLL FREE UNDERGROUND SERVICE ALERT TWO WORKING DAYS RELOCATION. 9. ALL CURVILINEAR WALKS,CURBS,HEADER BOARDS,AND WALLS SHALL PHONE NUMBER 760-438-0525. PRIOR TO STARTING ANY EXCAVATION WORK. HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS 10 INSTALL NEW REROUTED MAINLINE.SEE IRRIGATION PLAN FOR ADDITIONAL v— 12 REMOVE PORTION OF EXISTING TUBULAR STEEL FENCE AS REQUIRED FOR MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE INFORMATION. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: Z 8. REMOVE SLABS,PAVING,CURBS,GUTTERS,AND AGGREGATE BASE AS OF WORK. INDICATED.NEATLY SAW CUT EXISTING PAVEMENT TO REMAIN BEFORE NEW CONSTRUCTION. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE W REMOVING EXISTING PAVEMENT. PAINT ENDS OF STEEL REINFORCEMENT IN 10. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES 11 EXISTING CONCRETE CURB AND GUTTER. PROTECT IN PLACE. HEADERS w . CONCRETE TO REMAIN TO PREVENT CORROSION. " " <9> 13 EXISTING TUBULAR STEEL FENCE TO REMAIN.PROTECT IN PLACE. AND/OR ELEVATIONS,THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. BETWEEN CITY MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6"DEEP CONCRETE HEADERS W 12 EXISTING IRRIGATION EQUIPMENT TO REMAIN.PROTECT IN PLACE. BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS O Q 0 ~ 14 EXISTING GENERATOR ENCLOSURE WALL w/ACCESS GATES TO REMAIN. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS r PROTECT FROM DAMAGE. Q Q 13 INSTALL CONCRETE PAVING PATCH AFTER SLEEVE INSTALLATION.FINISH EXISTING FENCE TO REMAIN.PROTECT IN FROM DAMAGE. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL _j U Cif SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS W (J 15 EXISTING CONCRETE CURB TO REMAIN.PROTECT FROM DAMAGE. .AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION APPROVED BY THE PUBLIC WORKS INSPECTOR . 14 < � O_ � TO MATCH EXISTING ADJACENT CONCRETE. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: / , 16 EXISTING SIGN TO REMAIN. PROTECT IN PLACE. SEE IRRIGATION PLAN ON SHEET L-2 FOR SLEEVE SIZE AND LOCATION, v w O PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. U W 2 PRIOR TO THE COMMENCEMENT OF ANYPLANTING.APPLY SOIL AMENDMENTS PER TEST Q U 17 REMOVE EXISTING CURB.COORDINATE LIMITS WITH CIVIL ENGINEER ON NEW 15 EXISTING SIGN TO REMAIN.PROTECT IN PLACE. RECOMMENDATIONS IN THE SPECIFICATIONS. 15 13 GENERATOR STRUCTURE WALL LOCATION. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. U 1 5 18 SAWCUT AND REMOVE PORTION OF CONCRETE PAVING INSIDE EXISTING 16 EXISTING PARKING LOT TO REMAIN.PROTECT FROM DAMAGE. U W � O 1 GENERATOR STRUCTURE FOR INSTALLING NEW IRRIGATION WIRE SLEEVE. _ U) 17 INSTALL NEW PULL BOX FOR EXISTING WIRES.SEE IRRIGATION PLAN FOR _._I W Z 11 13 9 LANDSCAPE A 0 z 10 SEE IRRIGATION PLAN ON SHEET L-2 FOR ADDITIONAL INFORMATION. CONTROLLER WIRE NOTE. I I f�1 QUANTITIES ES = Q w 8 19 EXISTING STREET LIGHT.PROTECT FROM DAMAGE. 4 (� Ur ui 18 EXISTING VALVE BOX TO REMAIN,PROTECT IN PLACE. CITY HALL PARKING AREA U R! { - ' ' ' ' ` ' ' 1 � - _ r - LIMIT OF WOR f QTY. } � 4 f r =_ r r y y 10 LMD LANDSCAPE SUMMARY Z Uco r r - 2 r TOTAL SQUARE FOOTAGE1,014 SF W W r r r 11 TOTAL ACRES < J Z Ze 0.02 Acres n/ W < W MAINLINE REMOVAL NOTE: _ 7 11 f LANDSCAPE AREA 362 SF LLL U r i IRRIGATION AREA y� W U 362 SF Q CONTRACTOR TO CUT AND REMOVE 6 pq h pq SIDEWALK AREA(UP TO 4'IN WIDTH) 652 SF PORTION E EXISTING MAINLINE AS w� O z U SHOWN.SEE IRRIGATION PLAN FOR PA 15 pil 17 PROVIDE EXPANSION JOINT AND z Q o r SMOOTH TRANSITION BETWEEN W o LOCATION OF NEW MAINLINE r EXISTING AND NEW SIDEWALK O CONNECTION: _ 19Vj Y 15 5 13 '� /BCR SHEET INDEX — i 13 r U ° 3 0 r Q .��~ ' L-1 DEMOLITION & CONSTRUCTION PLAN s ' ° r % r>�''`' L-2 IRRIGATION & PLANTING PLAN LL V. ; 1 . � � 1 o % 17 o - Q 11 7 _. -•_- �' L_4 CONSTRUCTION, IRRIGATION & PLANTING DETAILS r 8 j ti �G CONSTRUCTION IRRIGATION & PLANTING SPECIFICATIONS 12 10 f 7 � % I �If oiv 3 r f b 6 1 14 J 9 1 f. 18 9 r % W 7 tc t�=) to `.e 3 1 / aU. 9 75 -%.0 QAC..-e1vSr J l flrr� iA"� c¢i o o N� A. Z 0 0,� 3 Non s S - % 18 - '♦rfi �`'�. g t ,zp Co jr♦r♦r♦ PA ♦,�fi� !1 I� M CU M Ll Uj_ _�.—_ 'fi,,f♦r` Uj 6 I.. ,r♦r rr 9 z OP0,< '`♦`♦''fr,' �" 15 1 4 .. _..__.� ®4 f♦f,j♦♦,r 12 1 / r,.`1+ V z Z U Q C l14 I ♦r,,,f °•`� 6 ................_. f♦ir ✓ C7 a u-u) I f♦rrrrf 8 16 ,f,♦r♦, 8 , / 5 7 9 �� 8 15 a WWC7o� MAINTENANCE RESPONSIBILITY MAP W oQoC� F,q rr♦rr♦r''frifr,r, e+'°'�"-�' ^� j 2 3 .�� r j f O f;`r/rf'rlff, �� ` }�`J C' LLJ a Fes- j'U g - f [ frrljrllr 2 \ •1' %ir♦rrr,f �` / N N it c�V �0 l 1. I _ - _ .....-_.. ? lrfll�llfl/fj{/!f/Ilf1f111 f//lf! "�`,,..�♦frrf rrr/r/ri{filrflil / ¢T O ,f'''f� 16 L� �•-•- !f/f/�lfr/{�� LIMIT OF WORK � _� �PA ._; - ...._' lrrf !{11111frlfff!/flf/f11/111ff1f f1 !1 �� {!/ I!//If//Nllf/t/lllfl//{/f/f/1111//Itf/fl////f/rlf{I!// //I!/I/ lllf/ 1// ! I ♦ r ♦♦`} 'YY', Tri frr,rr ii !llfif!litifiiii!!!ilitislliifiiliiiliiiifiiiii�ffliifiliiii�lffiffiiflff/!lflliiflfilrr, PA 4 ♦i,r,♦r♦i q,rf♦r �l � '�. �-:... rif \�, C-�1.�� .��-iLonl�. 6l' C,�i�-�� `' ♦'''- '° 2, `:: ly MAINTENANCE AREA 0110- C/M/'rTrrir �I"l,r, r{♦ � ,,,♦/ ' 'firir tilELECTRICAL TRENCH NOTE: OF4/M,r,f„rrPLANTING REMOVAL FOR r�r 1 O�c r I TRENCHING IN NEW �,P z ELECTRICAL CONDUIT. rir �j ��31��JMUAijy � 1p Q r'r''r♦r / LOCATION PER ENGINEER'S rr{ rfr/rlr r r �3j./� F � A�j r J PLAN. " rlir 1 SIDEWALK CONSTRUCTION NOTE: I r' per //ori/fliffir// li�i !i /. r{{lrirrlfr{frlfr/!{+,frfl{/{/ faROHI P +jF7CKEGq�EIJ z Z ,� {/,,,./ i �� QCT HAt/ST U 06 CONTRACTOR TO COORDINATE WITH CITY MAINTENANCE /! TURAL ONLY % o�� 1 DEPARTMENT REGARDING ANY EXISTING TREE ROOT TRIMMING ��QY 1 _O.Q REQUIRED PRIOR TO CONSTRUCTING NEW SIDEWALK. 2010 _._.__._.._...___......_...__. l: _ :........._................................._._...._...__._...__..........__1� V, These plens SALVAGE NOTE: use authorized°approved insofar CONTRACTOR SHALL.RETURN TO THE f t rant a i6-'leo violate o��law/ult Th s a struction and J CITY MAINTENANCE DEPARTMENT ALL b on the job u ancel an P royal does O SALVAGED IRRIGATION EQUIPMENT. r ❑ Shall be occ ntll work is Yta.. These Ptans V ode ot,r,l�u I until aItvnspect opis nava and DEMOLITION PLAN � CONSTRUCTION PLAN z SCALE: 1"=10' �'''��,, a, O U Lf SCALE: 1"=10' ''�.,,,♦�f�r w U ' �ti �ffrr1jr{rrllrrll/r//fr c 79 0 C T ^O, CD ''^^ N r W Underground Service Alert d U r II -J 0 = O �, NOTE: •' A. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL DAMAGES TO /\ >, • • Cc1II: TOLL FREE THE SITE DUE TO CONSTRUCTION IMPLEMENTATION. m m O B. MAINLINE REROUTE CONSTRUCTION TO BE COMPLETED WITHIN A PLAN CROSS Z e 24 HOUR WINDOW.COORDINATE WITH-CITY INSPECTOR FOR OSS REFERENCES z 1-800 11 SCHEDULE TO SHUT OFF WATER SERVICE ATCONSTRUCTION AREA. 0 5' 10' 20' 40' U 422-4133 FOR NOTES AND LEGENDS, SEE THIS SHEET C. CONTRACTOR TO COORDINATE ELECTRICAL GENERATOR FOR DETAILS, SEE SHEET L-3 Sheet No: l B/7r SCHEDULE WITH CITY INSPECTOR PRIOR To POWER SHUT OFF. FOR CORRESPONDING IRRIGATION AND PLANTING PLAN, SEE SHEET L-2 = TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING SPECIFICATIONS SEE SHEET L-4 111=10 i i i PLANTING NOTES: IRRIGATION NOTES 1. CONTRACTOR 0 SHALL NOTIFY THE CITY IAND-LANDSCAPETLLINGIRRIARCHITECT OF SITE CONDITIONS THAT PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE 1. .THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND S B '" - RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. HALL E INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE:AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURES. o £ 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS AND BACKFILL REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK.ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. p in 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE o REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 3. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST FOR TO THE CITY, h ANY DAMAGE OF SAID UNDERGROUND FACILITIES. o 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED,FINAL GRADES HAVE 4. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS WALLS INCLUDE ETC.THIS SHALL INCL D T _ BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. HE SELECTION AND T INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION, 5. ALL PLANT MATERIALS SHALL m TO APPROVAL BY A REPRESENTATIVE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR oATIVE OF THE CITY PRIOR TO EXCAVATION. 5. SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE.ALL ADJUSTMENTS SHALL BE N o MADE AT NO ADDITIONAL COST TO THE CITY. a 6. ACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK THAT IS A DIRECT RESULT OF THE LANDSCAPE ' CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. 6. AUTOMATIC CONTROLLERS ARE EXISTING.MAKE ANY MODIFICATIONS REQUIRED AND VERIFY AUTOMATIC OPERATION OF ALL VALVES.. o 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Z 8. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4"ABOVE FINISHED GRADE. 9. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONSa�g (SEE SPECIFICATIONS).ROTOTILL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SHUB BEDS. 4 CY.NITROGEN STABILIZED SAWDUST rU 120 LBS GYPSUM a U 125 LBS GRO-POWER PLUS µ y 10. LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON,GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: ARTESIA SAWDUST 13434 ONTARIO AVENUE ONTARIO,CA 91761 TEL.(909)947-5983 FAX.(909)923-7208 V ,W Z W W M PLANTING LEGEND: IRRIGATION LEGEND O Q ❑ 11"QTY THIS SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUSG.P.M. P.S.I. J Q U SYMBOL CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING SHEET COMMENTS m RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 0.20 30 W 0 Q GROUNDCOVER W O ® RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' 0.25 30 < Z UW ❑ ° i S-1 Festuca o.'Glauca' Blue Fescue 1 gallon 12"o.c. 322 ♦ RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 0.50 30 W ry g RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 1.19 300 S-2 Cotoneaster lacteus Cotoneaster 5 gallon 5'o.C. 12 Z RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 U W Q U W O RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 10' 0.40 30 O 07 W U t V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 TREE REMOVAL NOTE: '��w�k"? Q W m?jH� Existing plants to remain.Replace all damaged plants in this area with 1 gallon Festuca o.@ 12" U CONTRACTOR TO PROVIDE SOIL BACKFILL "�" o.c.'Glauca'and/or Catoneaster @ 5'o.c. to the satisfaction of the City Inspector.Install new 3 CONTROLLER WIRE NOTE: RAINBIRD 1812-SAM-PRS-XXXX EXISTING POP-UP-SPRAY HEAD Ur u i AFTER TREE REMOVAL AND SET FINISH layer of mulch in this area. CONTRACTOR TO RECONNECT ALL WIRE > GRADE FLUSH WITH EXISTING. BUNDLES IN VALVE BOX EQUIPMENT LonL-lill IMITF WORK LIMIT OF WORK m o � zW ❑rCALSENSE EXISTING EXISTING 32-STATION ELECTRIC CONTROLLERS.v ,�,� k'Y i ! MAINLINE CONNECTION NOTE: J �' �, v .fff Q W S-1 Y�'� CONTRACTOR TO CONNECT TO EXISTING W U fin h 21/2"MAINLINE RAINBIRD EFB-CP-NP-HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN. LL �z r�/s 49w`; % v x�a• k' ��r .71tP 0111- �gggg $� SEE PRS-D NOTE BELOW ' W fn U ff" ` "� 001* r j RAINBIRD 33-DLRC 3/4"QUICK COUPLER VALVE WITH LOCKING COVER. _ O U 2 O wu ver I , ■ - EXISTING MAINLINE 71 CD S-1 ASC l' A �: / 0 • ) EXISTING LATERAL LINE V �f Z f':' rkk /bks y ! ■■ APPROVED CLASS 315 PVC NEW 2112'MAINLINE,MIN.COVER 18". V_ r L�1 d r d �, j APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12". U Y fey A APPROVED SCH.40 PVC (2)2"PVC CONDUIT SLEEVES BELOW FINISH GRADE TO CARRY WIRES FROM V Y • - CONTROLLERS A&B TO WIRE PULL BOX. cr r A P.r f200 tea" r 24 O � ` � Vi�,s`�"tet; i PRESSURE REGULATOR MODULE(PRS•D)NOTE: Q % �v4� V- CONTRACTOR% t j TO ALLOW SUFFICIENT ENT AMOUNT OF PRESSURE ADJUST PRS MODULE AT TO 0 OPERATE VALVEOTE CONTROL k8. 8AS NECESSARY B28 54 P. J fJ �� 72 11/2" 1144 Sq % CID "— ..............._.............i N Q _......._....................................................................... e s U. SEE CONTROLLER WIRE CROSSING 6 rjrr MAINLINE CONNECTION NOTE: rrr �� DETAIL L,SHEET L3 0 0�, yid P i ........_._.__.._._........_........_..___.._...._................. ; �� CONTRACTOR TO CONNECT TO EXISTING rr �� g SN�a n t 5� r4 0, 21/2"MAINLINE rri J h n !f A F }!f r ....._. _. ...-........................................_._............., f! rr T 9y'.rc%rrr O rr}r GO W o No j _ •, r OP m S-1 - A C) ri} CS 97 rri, U ............ ... ■ �� r}frrrrrrr RR PAGR OROREPLACE REPAIR GAT ON LATERAL UNITS AND HEADS AS REQUIRED W a cc O ......i .. •• rrrr I_ z �F-Ornw IN THIS AREA DUE TO UTILITY LINE TRENCHING OR SIDEWALK INSTALLATION / s rt sin }''et- REPLACE REMOVED OR DAMAGED SLEEVING NOTE' !- rrrf}frJr V z Z V¢u 1 ---T w �� r•'ir SHRUBS DUE TO TRENCHING OPERATIONS ........... - rrf C3 Q � ra `£�u a }if CONTRACTOR TO INSTALL 2 2 PVC rr Q � 1. j �� I � Jrr} r �,�""" "''^m.,� CONDUIT SLEEVES BELOWFINISHGRADE TO r}fif! Q -J w(Do 3 I r................_......._....... I,ar} W p Z O , ,NO�k>r b 5'h v�'.rt Y•, a `»a \ }f O ~ 1 r �' rrs r} r o' CARRY WIRES FROM EXISTING I f}f W a o¢ o.. aw ¢ � J � x A .%� •} CONTROLLERS A&B SEPARATELY <cz N ! f} _ J ''� Y a + 3 k'r frrJ "Or - i t}f} �Q 6 F— / ,yti `d_�k'`'�s7 �/ q�' �4 � • r}f} �.exww �� f}f Q / ��xr cy k ¢yy" �p r# ,b Ap ffriJ Jf °m" 'F-^ W U^Z / �r � %� ��z ✓' �' k r� rlfJ{ g �' CONTROLLER WIRES NOTE: =o oU a F ` k y"y. � � v ¢.� �v� �wp5,, r{f!!j{rI} t CONTRACTOR TO RECONNECT ALL WIRES \� }}}r z �.- ar' a kY�t / i �.._....) € C �g �` �� ak'ra �," • ss� �a',:w e� ";;;a.f{f!f!!r{lf�r!!! BUNDLES FROM CONTROLLERS A&B - --�__ rfii}f!!ff!!!ir Q ¢ U . .�r � �r "r /sl� ,�� . � . rs . •<* • a9 JJfrrJ!!lilJrr •!r{rrJ �6 IN A VALVE BOX.VERIFY OPERATION OF ALL �— I f •.`—; t � >. 4•,✓ gy- ,rr f� I i !J/{rlrrllylJ!lIIlJJfff{/ � / t s�7's IJ/!/!! Z J I..._....� .... ... ......:...4...........-'. '�w"., � ';J�f.� Iry r f}r! VALVES ............... ........ `' .. 1 • � b �""`�'r� ' Jr}r r^s i.rr rs asvr, W ,✓r.w, krtJ� afv,tbx' wsq �!'.,` � a�H akar„ Ir r}JI r lfllllfflllflffl/lfllfffllfl//ffl/!f!}f � �� ✓„yr'°��Y��wbk 4 �� -k �, '""�'+—+••=•3;u,L^`s"t `sr-�� -.r. �` I,rr r// /f!J!!/1!!/!/I///!/J!J////!////!!//J!J!J!!/////J!!/J/// //!J//J lJJ// J!//J/J!f!J/} �rp..t '� k �f '`SsKG�i�"k,�r� q�yf3yi "s•�y d •” ffrr }rrf .vu�.,� fjf} _ r j, • �� r�! CONNECT 2'NEW LATERAL LINE TO frfr rr _"g � t EXISTING LATERAL AS PART OF VALVE B-28. fii f it ' I}}-�� '�'�y� y'�, e Xx�r� � �...r•/F y�,li•' /� kf r r}fff€ �,< .;,.�,k ��y yr'�� s y �'vr`� s`�a �<��,X�Gf�t7r�.��'�` *�:•t� :l fn��a a�� x�.�r� ��,a «s��w� ! . {jf��,�..�,�b �'f'� �� .�',?•�✓4s�k4 a�'�',�"��y�s�'..a,aa�/hd� ��5�iesa�r7�7'%,n%�`'`r, ��K,��G'�x... � ',�AG�� rfI}r � �"�' % � • I }l} lr6s �� k4 k,�6.6f< N Mn� ,r•n .✓ / 21 f _ �.�.�..,,w.,,,,,,® � rfrf � J }} � , rrr/r}f Z T�/C�►►rAfi}•ff{i��u�+��s. �4�£�� tx �"v� ��4�F�'�'vrY � � � rffrfrr ar 1 YVQ ff`lrlr�fii9g ��` s�� / I Rk � Jf� r � yr fJ! i fff'a f r }rJff!!}ff!!!f J '2' 4 ..JJJJ!!!!f!!! z frfllf{JJ!!/jj fJrllJllf!!r//1 !/// //! f !`!!Jf!!!!fI/I!/ �( z w ^ owl COM UNIFY pE�ylN.p MI IN)tt TMF O nNl VALVE SIZING KEY " IT�� p� �HM , A �— I s'XOD 0p�{ ROCK NOTES: AReHI SEC, r usTRUC7URAL ONLY < z NO ROCKS LARGER THAN 3"WILL BE ALLOWED SYMBOL LEGEND 1 10�G PM IN THE BACKFILL FOR ALL PLANT MATERIAL. VALVE# PIPE SIZING CHART: 0 SHRUBS VALVE SIZE 3/4" 22.--SQ. FT. A 3/4"0-8 GPM �� t ��p E+ z SALVAGE NOTE: B 1"8-15 GPM CALL-OU CONTRACTOR SHALL RETURN TO THE C 11/4'15-24 GPM rr CITY MAINTENANCE DEPARTMENT ALL Thes© lana area r 1- J SYMBOL D 11/2"24-52 GPM use auppho►Izad ay approved r as t e�®apt ro tlon and PLANTING PLAN IRRIGATION PLAN SALVAGED IRRIGATION EQUIPMENT. E 2'32-50 GPM not grantaulhorll to violate ora' p afl remain on the ob rV11 any law.These plans QUANTIT F 21/2"51-70 GPM buildingJ until wor Is oompleted and no ohtzli be ocouplOd until nil inspvctlons have been SCALE: 1"=10' m'adP rovAl ivpn io ppoitp ,. d SCALE: 1"=10' I U o 0 3 L1_ o o ' 9 N rrU r I I r I Underground Service Alert LO Call: TOLL FREE • °_° z PLAN CROSS REFERENCES o 1-800 0 5' 10' 20' 40' U FOR NOTES AND LEGENDS, SEE THIS SHEET 422-4133 FOR CORRESPONDING DEMOLITION & CONSTRUCTION PLAN, SEE SHEET L-1 Sheet No: FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-4 L-2 TWO WORKING DAYS BEFORE YOU DIG FOR PLANTING SPECIFICATIONS, SEE SHEET L-5 1.,=10, 1 2 TT/1�1 SECTION LEGEND: TT 1 3 O CONCRETE PAVING,FINISH PER : _ 0 CONSTRUCTION PLAN.SCORING . = 3 6 HARDSCAPING(CONCRETE HEADER, PER CONSTRUCTION PLAN. iV Z a. 1/4"' CURB&GUTTER,0SIDEWALK,ETC.) 0 2 1/2"RADIUS AT ALL EXPOSED EDGES. 4"oFCQMPADTEDWQODQHIP o co3 3O LIMIT OF PLANTER AREA COMPACTED SUBGRADE, ONE REMENALF OF SPACING MULCH. WEAKENED PLANE WATERPROOF EXPANSION JOINT REQUIREMENT FINISH SOIL GRADE /� DEPRESSED WATERING BASIN o TION u TIGHTLY COMPACTED BERM TO FORM l T FINISH GRADE. 12 SEC3" � 04 . I LEGEND: TOP OF ROGTBALL To - 4'WOOD CHIP MULCH. '"V_ `11',_�1_1_X\, -_ EXTENDYABOVE NO WOOD CHIP MULCH SHOULD BE "��FINISH GRADE PLACED OR ALLOWED TO REMAIN ' i i OCONCRETE PAVING.SEE CONSTRUCTION PLAN FOR OVER THE ROOTBALL WIDTH,COLOR AND FINISH. FINISH GRADE V I,1 il, ,IIII IIII IIIiIIIITIIhIIIITI IIiIIIIIiIIIIITIII o 0 O2 1/2"RADIUS HAND-TOOLED JOINT.1/3 DEPTH OF PAVING. wul ,� I-11=1SHOVEL CUT EDGE COMPACTED O3COMPACTED SUB-GRADE PER SOIL ENGIN_EER'S �_�_ �=1=� DISTANCE EQUACENTER SPA L TO THE DISTANCE EQUAL TO THE NATIVE SOIL Z RECOMMENDATION. =III-11 -I�-_-1 SPECIFIED SHRUB I 1`'('CING OF ON CENTER SPACING ROOT BALL I�I-III= �"-'� '- 1� SPECIFIED SHRUB OF '' ' `,..! O4 1/4"TOOLED RADIUS. �- I DISTANCE EQUAL TO THE ON CENTER PLANT PIT TO BE 12)TIMES THE SPACING OF SPECIFIED SHRUB, WIDTH OF THE ROOT BALL. UNLESS SPECIAL CASE AS DESCRIBED O5 GRAY COLOR"SIKAFLEX 1-A"WATERPROOF SEALANT. II-1TI ----- . _ __ __ - - - -- CONCRETE 4.12 PROTECTION 3.02 OBSERVATION SCHEDULE 4.01 RECORD DRAWINGS PARTS- 3.11 MAINTENANCE PART 1- nPF OF WORK All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricades shall be A, Contractor will be responsible for notifying the Landscape Architect and Owner's I EXECUT/ON placed immediately after concrete finishing. Contractor shall furnish,place and remove all of his own A. Record accurately on one set of black and white prints of the drawings,all changes in the Representative in advance for the following observations according to the time indicated: 3.01 GENERAL PREPARATION A• Maintenance operations shall begin immediately after each /ant is /anted and h I barricades.Cll be for shall be responsible for any damage to new construction and replacement of repair of work constituting departures from the original contract drawings,including changes in P P s a i be 1.01 WORK INCLUDED continued satisfactorily for a period of 90 days after the time all items of work have been the work shall be made without added cost to Owner. both pressure and non-pressure lines. completed as specified herein and to the satisfaction of the Owner's Re resent tiv C •Pre-job Conference-7 days A. ' Commence work as directed by the Owner's Representative and conduct operations P a e. o Work includes,but is not limited to the following:Furnish all labor and materials,appliances,tools, 4.13 PATCHING Pressure supply line installation and testing-36 hours B. Upon completion of each increment of work,transfer ail such inform ti n continual) to com lett n a o and dimensions Y P o unless weather conditions are unfavorable. All work shall B• p p System layout-36 hours Coverage tests-36 hours unn them in m to the prints. The changes and dimensions shall be recorded in a Ie tole conform to hi h standards o r 9 a tenance period specified in' ora ra h A. equipment, act ut i transportation,and services necessary for installing all concrete work complete as p g p above,all plants and planted 'r Final Inspection-48 hours g and workmanlike 9 f p actice within the trade. areas shall be kept watered at all times;weeds shall be removed and disposed of basins v E ` indicated on the drawings and specifications including,but not limited to: If patching is necessary and permissible,a bonding agent such as Weld-Crate,or equal,shall be used. manner to the satisfaction of the Owner's Representative. When the drawings are N B: Clean u and remove from and depressions shall be maintained and cultivated and kept well formed around trees and N 5 B. When observations have been conducted by other than the regular Owner's approved,transfer all information to a set of reproducible drawings at cost by the Owner's P planting areas all existing plant material not removed under the shrubs; a er and debris sh II y rn general site construction contract,including roots and any accumulated debris and t P a be regularly removed from planters;and water system shall - oncrete footings and sidewalks. 4.14 CLEAN-UP Representative. be maintained and repaired;rodents shall be controlled;and the entire project shall be so c�i Representa�ive,_show evidence of when and by whom these observations were made. rubbish before commencing work. Legally dispose of such materials off the site. •N \ cared for that a neat and clean condition is presented at all times. Keep walks and curbs e ART- N RA! Upon completion of all concrete work and before final acceptance,Contractor shall remove all tools,surplus C. Dimensions from two permanent points of reference(buildings,monuments,sidewalks, C. No observation will com\nce without as-built drawings. swept clean. Legally dispose of excess materials including paper and debris in /anted curbs,pavement,etc.). Locations shown on as-built drawings shall be kept day to day as C, Underground Obstructions to Planting: areas. P °' materials,apparatus,debris,etc.,from the site and the site shall be left in a clean,neat condition the project is being installed. All dimensions noted on drawings shall be 3/8-inch in size. All requirements of subsection 3.31,standard specifications for Public Works Construction,shall apply acceptable to Owner. 3.03 WATER SUPPLY: 1. If underground utilities,construction or solid rock ledges are encountered,other C. Maintain a sufficient num �' except as specified herein. D. Show locations and depths of the following items: locations for planting may be selected by the Owner's Representative. Dama a ber of men and adequate equipment to perform the maintenance m PPPPPPBART 5-WARRANTIES Connections to the existing points of connection shall be at the approximate locations shown on the 9 work herein specified from the time of planting until completion of the maintenance period o to utility lines shall be repaired at the Contractor's expense at no additional cost and acceptance by the Owner. ai 2.1 INSPECTION OF SITE drawings. Minor changes caused by actual site conditions shall be made without additional cost to the •Point of connection. to the Owner or Tenant. M c6 0 In addition to manufacturers'guarantees or warranties,all work shall tie warranted for one year from the date Owner. Routing of sprinkler pressure lines(dimension maximum 100 feet along routing. D. Protecti n E ' D• An i 0 of xi m a I cation D C; of final acce lance a ainst all defects in materials and workmanshi b contractor.Warranty shall also st Vee i of fer i i - xamme re ate wor and surfaces before starting work in this section. Report to the Landscape Architect P g p y •Sprinkler control valves(buried only). g g tat on: PP t I zer shall be made to all landscape areas just rior to the com lei o of the maintenance period according to the recommendations for P P ton in writing,site conditions which will prevent the proper provision of this work.Beginning the work in this cover repair of damage to any part of the premises resulting from defects in materials and workmanship to 3.04 LAYOUT' - - •Routing of control valves. the re wired soils section without reporting unsuitable conditions to the Landscape Architect constitutes acceptance of site ' the satisfaction of the Owner. •Other related equipment(as may be directed by the Owner's Representative. 1• The surrounding existing plants shall be screened off in a manner that will rotect laboratory report. _ q o the areas before excavations begin. P Z conditions by the Contractor' Any required removal,repair,or replacement of this work caused by Layout sprinkler heads and make any minor adjustments required due to differences between site and E. A written n ' drawings. Any such deviations in layout shall be within the intent of the original drawings,and without E• Quick coupling valves. otice requesting a pre-maintenance inspection shall be received b the Owner' unsuitable conditions shall be done at no additional cost to Owner. E. Storage: Store plants and materials on the project site,and ensure that they are Representative at least 5 days to completion of the.project. y s END OF SECTION additional cost to the Owner. Layout shall be approved by the Owner's Representative before installation. protected from damage by sun,rain,wind,theft,vandalism,and construction work. Water 2.2 PROTECTION OF EXISTING CONDITIONS F. Maintain as-built drawings on site at all times. plants regularly. -0 F. A written notice requesting final inspection shall be received by the Owner's 3.0 GRADES: Representative at least 5 da s rior to com lett n Af O LANDSCAPE IRRIGATION SYSTEM G. Make all changes to reproducible drawings in ink. If necessary,use eradicating fluid when 3.02 INSP Y P p o of maintenance period. .�a I O ECTION OF WORK IN PROGRESS Contractor shall acquaint himself with all site conditions. He shall take necessary precautions to protect s � existing site conditions. Should damage be incurred,this Contractor shall repair damage to its original Before starting work on the sprinkler system,carefully check all grades to determine that work may safely redoing drawings. j G. The Contractor shall make a periodic inspection of plant materials until the end of the U condition or furnish and install equal replacement at his own expense,to the satisfaction of the Owner. PART 1- � N RA1 proceed,keeping within the specified material depths. � A. Installations and operations in progress must be approved at various stages by the guarantee plant period. If unfavorable conditions exist which mi ht be harmful 1 4.02 CONTROLLER CHARTS Owners authorized Re resentative. 9 to the P guaranteed plant,the Contractor shall notify the Owner in writing of the condition,or he / 2.3 COORDINATION 1.01 3.06 ASSEMBLIES may be held responsible under the guarantee. y`gy. A. As built drawings must be approved by the Owner's Representative before charts are B. In no event shall the Contractor proceed from one state to another of the work,without � Refer to standard contract documents for non-technical contractual requirements and conditions. A• Routing of pressure supply lines as indicated on drawings is diagrammatic. Install lines prepared. prior approval of the Owner's authorized Re resentative. H. Pre-maintenance ins e i A. Cooperation On Site;Coordinate and cooperate with other contractors to p pct on and final inspectons are to be held with the understanding that the project has been reviewed by the principals of the responsible Contractor in enc a the work to proceed as rapidly and as efficiently as possible. (and various assemblies)to conform with details on plans. B. Modify existing controller chart for each controller. C. The Contractor must notify the Owner's authorized Re resen advancer the revi 1.02 SCOPE OF WORK: The chart is to be a reduced drawing of the actual as-built system. following stages of work: P tative for inspections of the ew by the Owner's Representative and/or Owner. Discrepancies noted B. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. during this advance review are to be correc The chart shall be a blackline print and a different ted before the project receives these official ork With Other Trades;Coordinate with General Contractor items of other ins ections. trades to be furnished and set in place. Such portions of their work as all or In Furnish labor,materials,equipment,appliances and services necessary for the execution and completion of When called for,the pressure relief valve shall be the last assembly. color shall be used to show the area of coverage for each station. 1. When all radio wi P "Landscape Irrigation"as indicated on the drawings and/or herein specified. g g thin planting areas has been completed. part embedded,built in,attached t0,or Supported by the work shall be C. Brass pipe and fittings shall be assembled using Teflon dope,or equivalent,applied to the C• When completed and approved,the chart shall be hermetical) sealed between tw 1. The Landscape Contractor shall refer Y o pieces to the Landscape Maintenance Manual for further 2. When all plants are ready to be delivered at the nursery or when plants have been maintenance requirements(if applicable. . executed by them in ample time that progress of the work is not delayed. PART 2-MAT R/A1,S male threads only. This is also true of plastic pipe and threaded fittings. of plastic,each piece being a minimum 20 mils.thick. The chart shall be mounted using ) Any cutting h patching made necessary to comply with this injunction shall Velcro or approved equal type of tape. delivered to the site and prior to any planting. be done at the Contractor s expense. PART 4- ARANTFFS Materials shalt be of first quality and of domestic manufacture unless otherwise noted. 3.07 LINE CLEARANCE• D. These charts must be completed and approved prior to final inspection of the irrigation 3• When all trees and shrubs have been spotted on the site where shown on the 2.4 APPROVAL system. drawings. 4.01 GUARANTEE 2.01 SUBMISSION FOR APPROVAL: All lines shall have a minimum clearance of 4 inches from each other,and 6 inches from lines of other trades. 4. When all tree and shrub pits have been excavated after water has leached out of erever the terms"approve,""approval,"or"approved"are used in the S ecifications,the mean a Parallel lines shall not be installed directly over one another. All shrubs and row P y pproval Furnish the articles,equipment,materials,or processes specified by name on the drawings and in 4.03 GUARANTEES the pits. g ndcover shall be guaranteed by Contractor as to growth and health for period of ninety �--' of the Landscape Architect,the Owner's Representative or their field representatives,or in writing. specifications. No substitutions wilt be allowed without prior written approval of the Owner's Representative. (90)days after completion of the specified maintenance period,and/or final acceptance by the Owner's z 3.08 TRENCHING. representative. All trees up to 24 box size shall be guaranteed by Contractor to live and grow in an A. The sprinkler system shall be unconditionally guaranteed by Contractor as to 5. When weed germination and removal is complete,and seedbed is prepared but acceptable u ri ht osition f r r� W A. p complete material list shall be submitted to the Owner's Representative prior to prior to installation of seed. P 9 P o a period of six(6)months after completion of the specified maintenance v PB13T__�--��-LE(ilA� A. Dig trenched and support pipe continuous) on bottom of ditch. La material and workmanship,including settling of backfilled areas below grade for a period of period,and/or final acce lance b th C Y y pipe to an even P y e Owner's representative. Trees in 24"boxes or larger,and all field C pe orming any work. Catalog data and full descriptive literature must be submitted grade. Trenching excavation shall follow layout indicated on drawin sand as noted. one(1)year following the date of final acceptance of the work. Owner may exercise r wn whenever the use of items different than those specified is requested. Notarized g 3.03 FINE GRADING 9 o specimens shall be guaranteed by Contractor to live and row in O option to withhold part of final payment until the one year producUworkmanship guarantee eriod of one 1 9 io acceptable upright manner fora W P Oyear after completion of the specified maintenance eriod,and/or final acce W M i Materials shall be of first quality and of domestic manufacture as noted below: certificates must be submitted by plastic pipe and fitting manufacturer indicating that Where lines occur under paved area,these dimensions shall be considered below has elapsed from date of final acceptance. P ptance by the ti subgrade. A. The soil shall not be worked when moisture content is so great that excessive compaction Owner's representative. 0 Q � material complies with specifications,unless material has been previously approved. O � � A. Portland cement shall conform to ASTM-C150,Type I or Type II. will occur,nor when it is so dry that dust will form,or clods not readily breakup. J Q 1 B. The material list shall be submitted using the following layout(double space between each B Provide minimum cover of 18 inches on all pressure supply lines. B• If within one year from the date of completion,settlement occurs,and adjustments in 4.02 REPLACEMENT STOCK Q pipes,valves and sprinkler heads or paving is necessary to bring the system or paving to B. The Contractor shall be responsible for dust control in areas within the scope of this � U i B. Concrete aggregate shall conform to ASTM-C33. item): the proper level of the permanent grades,contractor,as part of the work under his contract. All replacement stock shall be subject to the r�r�11 C. Provide minimum cover of 18 inches for all control wires. Provide minimum cover of 12 1 same warranty requirements as the original stock. Any W v Q I C. Water shall be clean,tree from strong acid,alkali,oil or organic matter. Item No Desc_ri tion Manuf t ur r inches for non-pressure lines. contract,shall make all adjustments without extra cost to Owner,including the restoration damage due to replacement operations shall be repaired b the Landsca a Contr P-- ---r�-P- �� of all dama ed lantin g p Y p actor. At the end of the Q j� Ur 1. Pressure Supply Lines Lasco Schedule 40 9 P g,pavin or other im rovements of any kind.Should any difficulties C• Rough grade requirements shall allow for soil amendments. Coordinate with General warranty period,inspections shall be made jointly by the Tenant's Construction Re resentativ D Z develop within the specified guarantee period which Owner feels may be due to inferior Contractor. P e, eveloper, W = O Provide minimum cover of 24 inches for all lines under paving. Tenant and Landscape Contractor. All plants and lawn areas not in a healthy growing condition shall be U 2. Lawn Head Buckner Etc. material and/or workmanship,these difficulties shall be immediately corrected by removed and replaced with plants and grasses of a like kind and size before the close of the next planting X � 3. Etc. Etc. Etc. 3.09 BACKFILLING Contractor to the satisfaction of Owner at no additional cost to Owner,within 48 hours of D• Bring to the attention of the Owner's authorized Representative all soil in planting areas season. V Q Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305.Wirefabric: ASTM-A185 written notice,including any and all other damage caused by such defects. Failure of that contain any deleterious substances such as oil,plaster concrete,gasoline,paints, O U i C. Equipment or materials installed or furnished without the prior approval of the Owner's A• Initial backfill on all lines shall be of a fine granular material with no foreign matter larger Contractor to respond in a timely manner to repair damaged conditions,shall prompt owner solvents,etc.. Upon the approval of the Owner's authorized Re resentative rem v C) P o e and END OF SECTION U IL' Q U that 1/2-inch in size. Backfill material shall be approved soil. to repair same and deduct costs of labor,material and equipment used from Contractor's dispose of all above mentioned soil to the level of dryness in the affected areas.The I Forms: Representative maybe rejected and such material removed from the site at no expense to final payment. affected soil shall be replaced with native soil. If the Contractor fails to notify Owner's W W O the Owner. authorized Representative of the above-mentioned soil,the Contractor shall be U) = 1. Lumber shall be"construction grade"Douglas fir. B. Backfill material shall be tamped in 4-inch layers,under the pipe and uniformly on both C. The Owner reserves the privilege of making any emergent re air without relievin res onsible for n d W U D. Approval of any items,alternates,or substitutes indicates only that product(s)apparently sides for the full width of the trench and the full length of the pipe. Materials shall be Y P g P a y amage to installed plants caused by such substances. Contractor's warranty obligations. O J z Z 2. Plywood for forming of concrete which is exposed shall be ealedm. All plywood meet the requirements of the drawings and specifications on the basis of the information sufficiently damp to permit thorough compaction under and on each side of pipe,to E. If an area to be landsca ed is not I, p acceptable to the Contractor,he shall notify the Q W � I used for forming shall be at least 518-inch thick and edge sealed. or samples submitted. provide support free of voids. Backfill for trenching shall be compacted to dry density D. Written guarantee shall be supplied in the completion of the project,showing date of Owner's Representative. �r� equal to the adjacent undisturbed soil,and shall conform to adjacent grades without dips, completion. V V LLl F. Expansion joint filler shall conform with ASTM-D1751(premolded). E. Manufacturer's warranties shall not relieve liability under the guarantee. Such warranties sunken areas,humps,or other irregularities. Under no circumstances shall truck wheels > I be used for compacting soil. F. Finish grade all planting areas to a smooth and even conditions,making certain that no }- IX shall only supplement the guarantee. The Owner's Representative may,at his option, END OF SECTION water pockets or irregularities remain. Remove and dis ose of all forei m o PART 4- X ,lIT1nN require a manufacturer's warranty on any product offered for use. p gn materials,clods . C. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. and rocks over one inch in diameter within six inches of the surface so that,after W C) IX PLANTING conditions and planting,the finish grade in shrub and in groundcover areas is 3"below the z 4.01 CONCRETE DESIGN MIX 2.02 GENERAL PIPING 3.10 PVC PIPE top of all curbs and 1"below the top of all walks. J Q H W Z A. Pressure supply line from point of connection through backflow prevention unit shall be PART G. Patch all areas having damage from erosion and so related earth movin to create W Il A, Contractor assumes responsibility for the design mix and guarantees the specified A. PVC pipe shall be snaked in a manner which will provide for expansion and contraction asL1IEBdL g a < U 1 per local code. Pressure supply lines downstream of backflow prevention unit shall be per smooth and regular surface for planting. Final grade to be approved by Owner's U ultimate strength as indicated or specified herein. the legend. recommended by the pipe manufacturer installed label up. Representative. 4� W I 1.01 0 � p > B. Concrete,minimum 28-day ultimate strength shall be 2500 PSI. B. Non-pressure lines shall be Sch.40 PVC pipe. B• All plastic to metal joints shall be made with plastic male adaptors,unless otherwise 3.04 SOIL CONDITIONING(also see Fine Grading Section) U I shown in details. Refer to standard contract documents for non-technical contractual requirements and conditions. z Z > C. Ready-mixed concrete shall conform to ASTM-C94. 2.03 PLASTIC PIPE AND FITTINGS A. Broadcast the soil additives per 1,000 square feet and cultivate to a depth of 6" `} W Q o I C. The joints shall be allowed to set at least twenty-four(24)hours before pressure is a lied / V O to the PVC pipe system. 1.02 SCOPE {..� .- A. 4.02 CONCRETE PROPORTIONS&CONSISTENCY Ali Pipe shall be extruded of an improved PVC virgin pipe compound featuring high tensile B. In all planting areas the following application shall be made per 1,000 s ware feet strength,high chemical resistance and high impact strength. In terms of the current A. Work included: All labor and materials,appliances,tools,equipment,facilities, of area and shall be h q 1 D. Main lines shall be tested in place before backfilling for a period of not less than four(4) transportation,and services necessary for and incidental to perforrnin all o erations in t oroughly cultivated �� (� ASTM Standard D-1769 or D-2241,this compound shall meet the requirements of cell hours and shall shown no leakage or loss of pressure. During the test period,minimum 9 P in two directions into the to 6 of it A. The proportions of aggregate to cement shall provide a dense mixture which will readily connection with furnishing,delivery,and installation of"Landscaping",complete,as P so ,and the area watered down: work into all corners of the forms and around all reinforcements without an se re ation of test pressure, a the highest point le the section being tested,shall be 150 pounds per shown on the drawin sand/ors ecified herein. l♦ ♦) Y 9 9 classification 124546 for pipe and 134546 for fittings. This compound must have a 2,000 square inch. Center filling of pipe lengths is allowed. 9 P Work includes,but is not limited to the 2 CU.YDS.nitrolized wood shavings `� U ^ the materials,cause excess free water to collect on the surface or cause excessive psi hydrostatic design stress rating. following: 20 LBS.iron sulfate bleeding of the forms. E. After all new sprinkler piping and risers are in place and connected,all necessary work B, All pipe must bear the following markings: Manufacturer's name,nominal pipe size, has been completed and prior to the installation of sprinkler heads,control valves shall 1• Provide the fine grading in all areas to be planted. B, The recommended practices of the American Concrete Institute shall be followed mall C. Planting pits shall be excavated three times the diameter and 2"shallower than the rootball applicable procedures. The maximum slum shall not exceed 4" four inches for footin s, schedule or class,pressure rating in P.S.I.,and NSF(National Sanitation Foundation). opened and a full head of water used to flush out the system for a minimum of five(5) de th for trees twice a wid 2. Preparation of soil in all planting areas per soils analysis. P s e and 6"deeper than the rootball for shrubs. (Refer to planting P ) 9 The manufacturer shall also mark the date of extrusion on the pipe. ' minutes. details). slabs on grade,and mass concrete;5 inches for foundation walls. p Y F. At the conclusion of a s g, 4.03 CONCRETE APPROVAL C. Solvent cement joints for plastic pipe and fittings shall be made as rescribed b the ystem flushin the heads shall be installed and tested for 3. Furnish and install all plant materials. D, For plants.backfill plant pits with 2/3 soil excavated from pit and 1/3 nitrolized wood shavin s. manufacturer. The high chemical resistance of the pipe and fitting compounds specified peration in accordance with design requirements under normal o eratin g ° p g pressure. in the foregoing sections makes it mandatory that an aggressive primer,which is a true Contractor shall verify head pressures with pitot tube and adjust valve to correspond with 4. Furnish and apply mulch. 3.05 WEED CONTROVABATEMENT The concrete quality,proportions,consistency,etc.,is subject to the approval of Owner,and no changes solvent for PVC,be used in conjunction with a solvent cement designed for the fit of the design pressure. I shall be made without prior written approval. pipe and the fittings of each size range specified. 5. Maintenance of all plantings until end of maintenance period and acceptance. A. Weed abatement: after earthwork,installation of irrigation system,and soil preparation, 4.04 FORMWORK 3.11 SPRINKLERS but prior to planting,perform weed abatement program to all planting areas as follows: � XZE T D. Each pipe installer expected to make solvent joints shall receive instructions in the proper - 6. Guarantee of materials and workmanship. � GN b� assembly of such joints from the representative of either i e,cement,or fittin 0 03 9 P P 9 A. All nozzles on sprinklers shall be tightened after installation. All sprinklers having an F Forms for concrete work shall be either metal or wood. Forms that are warped or that do manufacturer before starting the job,unless he has been previously instructed on adjustment stem shall be adjusted on a lateral line for the proper radius,diameter and/ r B. Q 2 6 o Related work specified under other contracts(copies available from the Owner). 1• Shrub and hand planted areas; e o recommended solvent cementing procedures by a competent representative of the = ¢ 3� not ave a smooth straight upper edge shall not be used. Forms shall beset with the gallonage per approval of the Owner's Representative. e a upper edge of the board true to line and grade and shall be staked rigidly in place with manufacturer. 1. Concrete sidewalks a. Apply pre-emergent weed control chemicals to hand planted � F m i stakes set not more than four feet(4')apart so as to remain immovable throughout the B. Sprinkler heads and risers shall be installed according to details for final approval. groundcover areas. ¢ r I a v construction. I forms shall be approved by Owner within a tolerance of one percent E• All fittings shall be standard weight schedule 40. At the purchaser's discretion,contract 2. Rough grading. w o =tn 1%. All materials shall be accurately and separately weighted and mixing shall continue preference may b'e given thdse suppliers able to furnish all types of fittings required under' C. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case a y �^ O b. Proceed with installation of shrubs and groundcover after removal of unti a distribution of material is uniform and the mass of concrete is homogeneous. this contract from a single manufacturer,in order that responsibility will not be divided in shall the spacing exceed the maximum recommendation by the manufacturer. 3. Electrical. any weeds by cultivation. � warranty claim situations. ca ,O� gold P B. Two and one-half(2 1/2)gallons of water per cubic yard,shall be withheld from the mix at 3.12 VALVES C. Verification of Plant Quantities: Quantities given for plant materials are shown for c. If stubbor Z SN Ca n and residual weeds should persist,i.e.Bermuda grass, � .70 n t the plant,and all or a portion may be added to the mix at the job site as directed by the F• All fittings shall be injection molded of an improved PVC fittings compound featuring high convenience only. The Contractor shall provide all plants shown on the tans. eradicati n P o procedure shoud be repeated. The type of weeds that nspector. The concrete shall be mixed at least 5 minutes after such water is added and tensile strength,high chemical resistance,and high impact strength. In terms of the A. Remote control valves shall be adjusted in order that a uniform distribution of water is exist should be identi ie f d and coordinated with an approved licensed not less than 3 minutes of this time shall in immediately prior t l the discharge of the current ASTM Standard 4B. Where the compound must meet the requirements described applied by the sprinkler heads to the planting areas for each individual valve system. PART 2-MAT Rb4LS pest control advisor to ensure compatibili with chemical and se tY ason a atc . Total mixing time after adding original water shall be at least 15 minutes. in cell classification 134548. Where threads are required in plastic fittings,these shall be of application. Do not use material or method that would adversely W o 0 - injection molded also. All tees and ells shall be side gated. - affect new plantings. C,o B. Quick coupling valves shall be set approximately 12"from walks,curbs,header boards,or 2.01- MATERIALS• - LU ^ti Concrete which isnot placed within 90 minutes after the introduction of cement and water, _ = U o� and concrete which has stood for 30 minutes after leaving the mixer,shall not be used. G. Apply primer and solvent on all pipe sizes and fittings. Primer solvent on both female and paved areas where designed. Refer to installation detail. Place quick couplers in valve - - o j boxes. B. The Contractor shall be res p g I_ Z W¢v I 4.05 REBAR male ends. If requested,samples of soils additives and plants shall be submitted for inspection and stored on the site ponsible for control of weeds in all landsca a areas throw h the C1 H. All fittings shall bear the company's name or trademark,material designation,size 3.13 FLUSHING THE SYSTEM: until furnishing of materials is completed. Delivery may begin upon approval of samples,or as directed by final acceptance of the work. Any selective weed control spray or physical weed removal n.w Z-,O shall be the Contractor s res P y 9 W ¢ o} the Owners Representative. A copy of delivery slips on all materials used on project shall be forwarded to ponsibility and the Contractor shall re air an dama e ¢ F_ z Ot-OOo)� einforcing bar shall be spliced with 40 bar diamers minimum overlap. applicable I.P.S.schedule,and NSF seal of approval• After all new sprinkler pipe lines and risers are in place and connected,all necessary diversion work has the Owner's Representative. Substitutions in any material will not be permitted unless specifically approved resulting from weed control activity. � _ ��- w in writing by the Owner's Representative. U Z (D y Q is o- been completed,and prior to installation m sprinkler heads,the control valves shall be opened and a full C. All herbicides shall be applied only by a licensed herbicide ap lication a enc . No ¢u_. 4.06 CONVEYING AND PLACING I• All threaded nipples shall be standard weight Schedule 80,with molded threads. head of water used to flush out the system for a minimum of 5 minutes. Sprinkler heads shall be installed P 9 Y Z Z¢U A. Soil and Soil Amendments: herbicides shall be applied without first obtaining written approval from the city inspector. 0 g¢LL O - Rep after flushing of the system has been accomplished to the complete satisfaction of the Owner's Q w w<0 C) i A. Before pouring,all forms shall be thoroughly cleaned and made tight. The bottom of 2.04 PVC CONDUIT/SLEEVING Representative. t. Fertilizer for soil conditioning and mainterfance�s�iall:.bear the manufacturer's o trenches shall re wet down before pouring footings;earth shall not ar muddy at the time of guaranteed analysis,and shall be as recommended In the required soils 3.06 PLANTING SHALL BE DONE AS FOLLOWS: W d ❑¢C)000 I- Pie yp laboratory report. '1. 1+' Q W <H Q N¢. pouring. Concrete shall not be placed until reinforcements,rough hardware,and forms are p that is used for control wires sleeving shall be PVGconduit Schedule 40: T e 1220. All wires under 3.14 ADJUSTING THE SYSTEM approved by Owner., paving shall be installed in PVC conduit,or sleeves as indicated in details and Legend. 1. ¢¢U ro I- 2. Fertilizer plant tablets shall be'GRO-POWER'to be applied per A. Planting Vines,Shrubs and Groundcovers V � w 4 Z A. Adjust the valves and alignment and coverage of all sprinkler heads. If it is determiried N N 1_N Z) I B. Before depositing new concrete against old concrete,all laitance shall be removed,and 2.05 AUTOMATIC CONTROL VALVES,ELECTRICAL that adjustments in the irrigation equipment or nozzle changes will provide proper and Manufacturer's Specifications. N U rn the surfaces roughened to expose the embedded aggregate. The surfaces shall then be more adequate coverage,make all necessary changes or make arrangements with the 1. Vine and shrubs shall be planted in pits at least one and one-half times realer O =o oU 1 3. Organic amendment shall be nitrolized redwood sawdust(.5%actual nitrogen),or than the diameter of the rootball and 6"below the bottom of the ball. g z 0 r Oz°' covere wit cement grout,using the specified mix with 1/2 of the course aggregate A. Valve shall be per legend. manufacturer to have adjustments made,prior to any planting. These changes or Fir Bark 1%nitrogen). It shall be fine textured,having minimum 80%passing#8 Compacted soil at bottom of pit shall be loosened and the it f'll ¢ U': omitted,1-1/2 inches thick. adjustments shall be made without additional cost to the Owner. p i ed with"native J Z� I screen and minimum 95%passing#4 mesh screen. Salinity shall be no higher soil"to the bottom of the ball. When the plant has been groped set,the it shall ¢w B. Valve shall be capable of being operated in the field without electricity at the controller,by than 3.5 millimhos per centimeter at 25 Centigrade as measured by saturation be filled t h Y P o t e required grade with amended soil and thoroughly settled n F Conveying and placing of concrete shall be done so as to prevent separation of a bleeding valve. B. The entire system shall be operating properly before any planting operations commence. extract conductivity. Organic amendment shall be mineralized with iron sulfate. tam le and a requi . AI ' I ngredients,and in no case shall the free fall exceed 6 feet. Tremies shall be used as p g g I vines shall be removed from stakes,untied,and required. Surfaces'of concrete shall be kept reasonably level,with a minimum amount of Pine shall not be used as an organic amendment. securely fastened in an approved manner to the wall,fence or other surface next concrete being allowed to flow after being placed. Placing shall be performed as a C• Valve shall be completely serviceable in the field without removing valve body from the 3.15 COVERAGE TEST: to which they are planted.(Refer to planting details) continuous operation until each section is completed. - line. B. Plant Materials When the sprinkler system is completed,perform a coverage test in the presence of the Owner's 2. Prepare a depressed water basin as wide as /ant root ball D. Concrete shall be spaded and vibrated with mechanical vibrators to a maximum D• Valve shall be installed in a shrub area whenever possible and installed according to Representative to determine if the water coverage for planting areas is complete and adequate. Furnish all 1. Qu li P s at each plant. Water I a ty and size of all plants shall conform to the California Standard Grading thoroughly,backfilling any voids with additional prepared planting mix. subsidence,without separation of ingredients. The moving of concrete by vibration will construction detail. materials and perform all work required to correct any inadequacies of coverage due to deviations from Code of nursery stock and shall be No.1 grade. Plants shall be vigorous,or not be permitted. plans,or where the system has been willfully installed as indicated on the drawings when it is obviously normal growth,free from disease,insects,insect eggs and larvae, All plants 2.06 AUTOMATIC CONTROLLER inadequate,without bringing this to the attention of the Owner's Representative. .This test shall be shall equal or exceed any measurements specified and shall be supplied from the 3.07 PRUNING: 4.07 CURING AND PROTECTION accomplished before planting begins. source indicated when a source is specified. A. The Automatic Sprinkler Controller is existing. Pruning of nursery stock shall not be done prior to delivery. Plants and trees shall only be pruned for health 3.16 HYDROSTATIC TEST: 2. Container stock shall have grown in containers for.at least one year,but not over or structural reasons,including the need to eliminate diseased,damaged,or structurally unsound rowth. A. All exposed surfaces of concrete shall be protected from damage due to temperature, B. All wiring to and from the controller shall be through color-coded plugs and sockets. 'two years. Samples shall be shown to prove that no rootbound conditions Pruning shall a performed according to ANSI A-300 or International Societ of Arboriculture stand rd elements,and construction operations. under supervision of a qualified arborist approved b th y a s All Hydrostatic tests shall be made only in the presence of the Owner's Representative,or other duly prevail. No container plants that have cracked or broken balls of earth,when y e Landscape Architect. LEAVE OPEN WOUNDS authorized representative of the Owner. No pipe shall be backfilled until it has been ins ected,tested,and TO AIR-DRY-DO NOT USE ANY FORM OF"TREE PAINT"OR WOUND SEALER. B. Curing shall be as follows; 2.07 WIRING,LOW VOLTAGE p taken from container,shall be planted except on special approval from the approved in writing. Pressure supply lines shall be tested under a hydrostatic pressure of 150 pounds per Owner's Representative. '/1 1. All exposed surfaces of concrete shall be protected form premature drying and A• Connections between the controller and remote control valves shall be made with direct square inch for a period of four hours. 3.08 MULCHING: z vJ burial AWG-UF type wire,installed in accordance with valve manufacturer's 3. Nomenclature conforms to customary nursery usage: For clarification,the term ,,,,xx Z freshly kept `color a shall be protected against wash by rain. All concrete "multi-trunk"defines a plant having a minimum of three trunks and a maximum of W shall be kept wet for a period of ten days after placing. In order that curing water specifications. Wire color: black or color coded for control,white for ground. 3.17 COMPLETION O may reach both surfaces of walls,the forms shall be loosened and water shall be five trunks of nearly equal diameter. A. All planting areas(except as noted)shall be mulched(top dressed)with a minimum of 3" j_f' depth layer of wood fiber material. Remove mulch falling on hard-surface areas. z (D O poured over the tops of the walls and allowed to run down between the concrete B• Sizing of wire shall be according to manufacturer recommendations,in no case less than A. Upon completion of the work,make ground surface level,remove excess materials, 4. Insppctions;All plant materials must have been previously inspected at the - /l- 7 and the forms. #14 in size,taped at 15'intervals. rubbish,debris,etc.,and remove construction and installation equipment from the h,o t�y�R � V O = '•_ nursery by a State or County Horticultural Department,and shall be subject to 3.09 CLEAN-UP "" Ihl�"� �jQP premises. the inspection and approval of the Landscape Architect before planting. ,,. ,__ IU 9, 0 MO �Y () - L Q 2. All liquid curing compounds shall be used in accordance with the manufacturer's 2.08 SMALL SHRUBBERY SPRINKLER HEADS ,��0 NO G (j `O I_' ( , recommendations and shall not be used on surfaces receiving concrete B. Supply as part of this contract the following tools: A. Durin OAMM "(Y®F Oi q CTURA ( hardener. See irrigation plan legend for manufacturer and model numbers. a. Inspection of Plant Material: Inspection of plant materials required by g the course of the work and at its conclusion,remove surface material from the site Ot CMS RU Q �. •Two wrenches for disassembling and adjusting each type of sprinkler head supplied. City,County,State,or Federal authorities shall be the responsibility of and leave the premises in a neat and clean condition. �1}'R /!R ' the Contractor and where necessary he shall have secured permits or Af kok"M ' � V Q LL i 4.08 DEFECTIVE CONCRETE •Two guys for uple aey uratic controller. certificates prior to-delivery of plants to the site. B• Remove all tags,labels,nursery stakes and ties from all plants. 2010 0) EE _.J � 1 I PART - X /T/l7N •Four wick cow ler ke s with attached hose swivels. ce ('► 1 � � `J •Four(4)of each to all types of sprinkler heads and nozzles. b. Plants shall be subject to ins ection and a I p QI I n and Z ��++ LU A. Concrete which is not in accordance with these specifications,out of line,level,or plumb; •Two keys for enclosure lock. 1 p pproval or rejection at lace . 3.10 PROTECTION onstructlo dpes N LL showing structural cracks,rock pockets,voids,spalls, honeycombing,exposed 3.01 GENERAL •Two cover lifting tools for valve boxes. of growth and on the project site at any time before and during progress ,the C royal s O = reinforcing or other damaged surfaces shall be considered as defective. of work or during the maintenance penod. Poor condition,latent Contractor shall carefully and continuously protect all areas included in the Contract includin I insofar a } fh}s appphp$e Plan - defects,injuries,and improper size,variety,and shape shall be cause materials,fences,su rts ublic safe e 9 s ant pro"ed ndipvaf+r n taWT d and no f- r U) i A. Materials shall be of first qualify and of domestic manufacturer unless otherwise noted. C. The above equipment shall be turned over to the Owner at the conclusion of the project. PP° .P ty, tc.,until final acceptance of the work b the Owner's pre cP pct p Cut a Y tete pn v vJ ; for rejection.. Rejected plants shall be removed from the roject site Re resentative. Y e }ane ate torr or can s c0 . ave by N B. All fines and irregularities shall be removed from exposed concrete surfaces while the p I p .flies r}Zed, v}o}pre Work} i10ns h pf B. Coordinate the installation of all s g P P P Before final acceptance can occur,evidence that the Owner has received materials must immediately. Ugp a In authontythe lob u u�tll all InsPpo r I concrete is still green. Where patching is required,all loose and uniform concrete shall be prinkler materials,includin i e,with the landsca a be shown to the Owner's Representative. not 1a atn on }pd r:,�� (n 1 removed prior to patching. drawings,to avoid interfering with the trees,shrubs,or other planting. tern a Occup to o�c C. For PART 4-RECORD DRAWIAI CHARTS&MAN /A S 5. Substitutions for the indicated plant materials will be permittedp provided the b adenand pPp %' I 4.09 CONCRETE FINISHES purposed of legibility,sprinkler lines are essentially diagrammatic. Although size and substitute materials are approved in advance by the Landsca a Architect and bpd I location of sprinkler equipment are drawn to scale whenever possible,make use of all data the substitutions are made at no additional cost to Owner. Except for authorized ! '� Flat surfaces shall be screeded to the required levels and slopes and then any excess water or laitance in all of the contract documents and verify this information at construction site. variations,all substitute plant materials shall conform to the requirements of ' W rem v o ed Concrete shall be compacted wish a grid tamper and then floated to a true and level surface within these specifications. If the accepted substitute materials are of a less value -I D. All work called for on the drawings by notes shall be furnished and installed whether or not than those indicated or specified,the Contract price will be adjusted in m i the tolerance ly m inch along a 10-inch straight edge. Contractor shall ensure positive drainage°n all accordance with the provisions of the Contract. flatwork. Apply a medium broom finish to all exposed flatwork. specifically mentioned in the specifications. O U T N JOINTS E. Do not willfully install the sprinkler system as indicated on the drawings when it is obvious C. Mulching:Mulch shall consist of processed wood fiber material.Submit sample of any _J in the field that unknown obstructions or grade differences exist,that might not have been alternative material prior to purchase and/or placement for Owner's Representative's , c0 N 0_ Placement of expansion joints shall be as directed and determined b la outs of slab markin s noted on considered in the engineering or if discrepancies in construction details,legend,or � r, Q O � Y Y 9 approval. = U drawings. Expansion joint material shall be Poly Foam,or approved equal,oras noted on Plans. Expansion specific notes are discovered. All such obstructions or discrepancies should be brought Q EC - < ,- joints shall be recessed one-half inch from finish surface and sealed with a waterproof polyurethane sealant to the attention of the Owner's Representative. In the event this is not done,the . °r equal. Silica sand to match concrete color shall then be tamped into thiokol bead. Contractor must assume full responsibility for revisions necessary. Before any work D. Herbicides: .. O commences,confer with the Owner's Representative regarding general details of work of m Z I this contract. 1. Herbicides used must comply with all applicable State and Federal laws and be ; N 4.11 CONTROL JOINTS registered with the U.S.Environmental Protection Agency Herbicide control shall C Y U be: U ill Z Control joints and other edges shall be formed in fresh concrete using a clean edging or jointing tool to (a) Pre-emergency application of"Treflan 5%Granules"or equivalent, V provide a smooth uniform finish. applied according to manufacturer's recommendations and incorporated - U 0 into soil as specified. . (b) Post-emergence application of"Round-up"or equivalent,applied as Sht32t NO: i specified by manufacturer. Spray with extreme care to avoid contact with landscape plantings. . . L-4 / f y COM F (� !�lf��F��S� i A Mr UrMLONLV NOV 17 2010 These plann�rgt use rantaL fe. '' )vodinaofarasthecon not grants as shall rem iiolateanplawful.This structionand building shad,, Job until cancel anylawPproval does made and a or ' cuplod until ork is completed a Plans "'at gIVM ton all Inspections have Ccu been ;Plannhinga I IvIolan Norss°o, . City of an ,ho c-Imonmpy, M pate: File No; • .aQl?5 For- Please contact the Planning Division at (909)477-2760 for final Inspection. ENGWEERINO DEPT.APPROVAL Approval of this plan does not constitute a pennit for work within the public right-oi=way;this is only a release.to the Building&s Safety Oept,1,0 proceed with their building pennit process. Ail ac-.jvities within the public rig t-of-may sh:111 he•pt;rG)nn,.d under an Engineering i_'onstructior•Permit«:aich is to be pulled in th Eng �eerinr, )ept.O09) 77-274,91 BY. TE: �7 O AX City of Rancho ucamonga E � f 11/17/2010 8/17/2009 PMT2009-01757 SUBMITTAL DATE ORGINAL DATE CASE NUMBEF Civic Center Electrical Service Replacement and Generator Upgrade PROJECT DESCRIPTIOP i 10500 CIVIC CENTER DR SITE ADORES: t