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HomeMy WebLinkAboutCD 2017-0030; IONIS PHARMACEUTICALS; Consistency DeterminationD C B A (+) (-) A AC ADA AF AFF AFG AHJ AIC AL APPROX AS ASSOC AT ATS AVG AWG BKR BLDG C CB CBC CEC CFC CKT CL CMU COMM CONC CSFM CT CTR cu DAS DC DET DIA DIM DISCO DWG (E) EA EC EG EGC ELEC ELEV EMT ENT EXT F FIN FL FR FT G GALV GC GEC GFI/GFCI GFP GND HDG HH HZ IMC IMP IN ISC J/JB JST 1 2 3 4 CONSISTENCY DETERMINATION SUBMITTAL FOR IONIS PHARMACEUTICALS 2855 GAZELLE COURT CARLSBAD, CA 92010 APN: 209-120-20 5 w 0 ~ O'l 0. N Cl) ~ NEW PHO1·ovoL TAIC SYSTEM I 579.2 kWDC (452.9 kWAC) ~ O'l <( <( Oo o· -0 lL 0 o-<( 0 a. z co 0 O'l 0 N If) ~w ABBREVIATIONS • POSITIVE kAIC KILOAMPERE INTERRUPTING RATING NEGATIVE kCMIL THOUSAND CIRCULAR MILS AMPS, AMPERES kV KILOVOLTS ALTERNATING CURRENT kVA KILOVOLT-AMPERES AMERICANS WITH DISABILITIES ACT kW KILOWATTS AMP FRAME, AMP FUSE kWh KILOWATT-HOURS ABOVE FINISH FLOOR LBS POUNDS ABOVE FINISH GRADE LF LINEAR FEET AUTHORITY HAVING JURISDICTION LV LOW VOLTAGE AMPERE INTERRUPTING RATING M METERS ALUMINUM MAX MAXIMUM APPROXIMATE MCB MAIN CIRCUIT BREAKER AMP SWITCH MFR MANUFACTURER ASSOCIATION MIN MINIMUM AMP TRIP MLO MAIN LUGS ONLY AUTOMATIC TRANSFER SWITCH MSB MAIN SERVICE BOARD AVERAGE MV MEDIUM VOLTAGE AMERICAN WIRE GAUGE NEU NEUTRAL CIRCUIT BREAKER NC NORMALLY CLOSED BUILDING NEC NATIONAL ELECTRIC CODE CONDUIT NEG NEGATIVE CIRCUIT BREAKER NEM NET ENERGY METER CALIFORNIA BUILDING CODE NEMA NATIONAL ELECTRICAL MFR ASSOC CALIFORNIA ELECTRIC CODE NF NON-FUSED CALIFORNIA FIRE CODE NFPA NATIONAL FIRE PROTECTION ASSOC CIRCUIT NO NORMALLY OPEN, NUMBER CENTER LINE NRTL NATIONALLY RECOGNIZED TESTING LAB CONCRETE MASONRY UNIT NTS NOTTO SCALE COMMUNICATION(S) oc ON CENTER CONCRETE OCPD OVERCURRENT PROTECTION DEVICE CALIFORNIA STATE FIRE MARSHAL OH OVERHEAD CURRENT TRANSFORMER (P) PROPOSED CENTER p POLE COPPER PB PULLBOX DATA ACQUISITION SYSTEM PH PHASE DIRECT CURRENT POCC POINT OF COMMON CONNE9"UON DETAIL POS POSITIVE DIAMETER PT POTENTIAL TRANSFORMER DIMENSION PV PHOTOVOLTAIC DISCONNECT PVC POLYVINYL CHLORIDE DRAWING QTY QUANTITY EXISTING REQD REQUIRED EACH RGM REVENUE GRADE METER ELECTRICAL CONTRACTOR RGS RIGID GALVANIZED STEEL CONDUIT EQUIPMENT GROUND RM ROOM EQUIPMENT GROUNDING CONDUCTOR RMC RIGID METAL CONDUIT ELECTRIC, ELECTRICAL RMS ROOT MEAN SQUARE ELEVATION RSD RAPID SHUTDOWN ELECTRICAL METALLIC TUBING sec SHORT CIRCUIT CURRENT ELECTRICAL NON-METALLIC TUBING SCH40 SCHEDULE 40 EXTERIOR SCH80 SCHEDULE 80 FUSE.FUSED SLD SINGLE LINE DIAGRAM FINISH SCHED SCHEDULE FLOOR ss STAINLESS STEEL FRAME SW SWITCH FEET SWBD SWITCHBOARD GROUND SVVGR SWITCHGEAR GALVANIZED TEMP TEMPERATURE, TEMPORARY GENERAL CONTRACTOR TYP TYPICAL GROUNDING ELECTRODE CONDUCTOR UGPS UNDERGROUND PULL SECTION GROUND FAULT CIRCUIT INTERRUPTER UL UNDERWRITERS LABORATOR!ES GROUND FAULT PROTECTION UNO UNLESS NOTED OTHERVv!SE GROUND V VOLTS HOT DIP GALVANIZED VA VOL T-AMERES HANDHOLE VAC VOLTS-AC HERTZ VDC VOLTS-DC INTERMEDIATE METAL CONDUIT VMP MAX PO'vVER VOLTAGE MAX POWER OPERATING CURRENT voe OPEN CIRCUIT VOLTAGE INCHES w WATTS SHORT CIRCUIT CURRENT WP WEATHERPROOF JUNCTION BOX WW WIREWAY JOIST XFMR TRANSFORMER GENERAL NOTES 1-WORK SHALL COMPLY 1NITH THE REQUIREMENTS OF THE 2016 CBC, 2016 CEC, 2016 CFC, 2014 NEC AND ANY ADDITIONAL CODES BEING ENFORCED BY THE AHJ (SUCH AS THE SAN DIEGO AREA ELECTRICAL NEVIISLETTERS IF APPLICABLE). 2-VI/ORK SHALL COMPLY 1//iTH THE REQUIREMENTS OF THE SERVING ELECTRIC UTILITY. 3-ALL PV MODULES AND INVERTERS ARE LISTED, IN COMPLIANCE WITH UL 1703 & UL 1741 AND INSTALLED PER THEIR LISTINGS. 4-EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 5-NEV'\/ EQUIPMENT INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. 6-DO NOT SCALE FROM PLANS -USE GIVEN OR CALCULATED DIMENSIONS ONLY. WHEN IN DOUBT, CALL THE DESIGNER. 7-ALL ROOF, WALL, FLOOR AND CEILING PENETRATIONS SHALL BE COORDINATED WITH BUILDING OWNER, ARCHITECT, ROOFER & STRUCTURAL ENGINEER. 8-ALL 'NALL, FLOOR AND CEILING PENETRATIONS SHALL BE SEALED WITH FIRE RETARDANT PER 2016 CBC. 9-ALL ROOF PENETRATIONS SHALL BE SEALED AND WATERPROOFED TO MAINTAIN THE EXISTING FIRE RATING, AND SHALL BE PERFORMED BY A LICENSED ROOFING CONTRACTOR. ANY FLASHING DETAILS SHOWN ARE EXAMPLES ONLY. 10-CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES. 11-PV MODULES, ASSOCIATED EQUIPMENT AND WIRING MATERIAL SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. 12-ALL EFFORTS SHALL BE TAKEN TO PREVENT GALVANIC CORROSION DUE TO DIRECT CONTACT OF DISSIMILAR METALS. 13-PROPER ACCESS AND WORKING CLEARANCE SHALL BE MAINTAINED PER CEC 110.26. 14-MARKING OF THE PV SYSTEM SHALL BE IN ACCORDANCE WITH 2016 CEC, 2016 CFC, 2014 NEC AND THE SERVING ELECTRIC UTILITY -SEE MARKING DETAILS ON SUBSEQUENT SHEET(S). 15-CONTRACTOR SHALL OBTAIN APPROVAL FROM THE SERVING ELECTRIC UTILITY PRIOR TO ACTIVATING THE PV SYSTEM. 16-REMOTE MONITORING OF ANY PV SYSTEM REQUIRES AN ALWAYS-ON NETWORK INTERFACE CONNECTION. 17-PLANS MAY ASSUME SOME WORK NOT SHOWN. CONTRACTOR WILL PROVIDE A COMPLETE AND FUNCTIONAL PRODUCT. 18-SEE SUBSEQUENT SHEETS FOR ADDITIONAL ELECTRICAL AND STRUCTURAL NOTES. ,.. '<O .T ':~ -,· VICINITY MAP '}il,cc·,, .• _;.-,+ PROJECT SITE~ . '""·''·'" ., .,,,-~---"'·· GENERAL CONTRACTOR AND ELECTRICAL ENGINEER BAKER ELECTRIC, INC. 1298 PACIFIC OAKS PLACE ESCONDIDO, CA 92029 760-745-2001 PM: TODD MCHENRY ENG: AUSTIN EARLEY ~;~·,,,,,,,,'.:;;,::,;r. ~, ,.,,, ., PROJECT TEAM STRUCTURAL ENGINEER TKJ STRUCTURAL ENGINEERING 9820 WILLOW CREEK ROAD SUITE 455 SAN DIEGO, CA 92131 CONTACT:BOJAQUESS CIVIL ENGINEER O'DAY CONSULTANTS 2710 LAKER AVENUE WEST SUITE 100 CARLSBAD, CA 92010 CONTACT: TIMOTHY O CARROLL, JR. LANDSCAPE ARCHITECT NERI LANDSCAPE ARCHITECTURE 928 HORNBLEND STREET SUITE#3 SAN DIEGO, CA 92109 CONTACT: JAMES P. NERI SHEET INDEX NUMBER IDENTIFIER I DESCRIPTION GENERAL ' 01 G-001 l COVER SHEET REGISTRATION BAKER ELECTRIC, INC. 1298 PACIFIC OAKS PL. ESCONDIDO, CA 92029 (760) 745-2001 C10-161756 EXP. 8/31/2019 CIVIL __ 1-=:::::::::=-----r------,-----------------------------------1,,.·---~~ ,,1 • _// -- 01 EROSION CONTROL PLAN //--if~-/---/ V\ .. ---- 02 EROSION CONTROL PLAN. LANDSCAPE 01 IRRIGATION PLAN 02 LANDSCAPE PLAN ELECTRICAL 01 E-101 ELECTRICAL SITE PLAN 02 E-102 ELECTRICAL EQUIPMENT LAYOUT -GROUND MOUNT 03 E-103 ELECTRICAL EQUIPMENT LAYOUT GM-1 THRU GM-4 04 E-104 ELECTRICAL EQUIPMENT U1YOUT GM-5 THRU GM-6 05 E-602 SINGLE LINE DIAGRAM 06 E-801 PVDATASHEETS STRUCTURAL 01 S-0.0 STRUCTURAL NOTES & SITE PLAN 02 S-1.0 GROUND MOUNT PV MODULE LAYOUT -UNITS A, B, C, & D 03 S-1.1 GROUND MOUNT PV MODULE LAYOUT -UNITS E & F 04 S-2.0 DETAILS .. , ' " UJ --' !:: I-... u w , 10/05/2017 5 6: ~ u "' w 0 t;:; t-w w ::r: Cl) 0:: w 6 (.) 1------------------------------------------------~ SITE INFORMATION & PROJECT SCOPE 0. w I (/) SITE DESCRIPTION APN: 209 120 20 LEGAL DESCRIPTION: PCL A CC NO. ADJ 09-05 USE CODE DESCRIPTION: PLANNED INDUSTRIAL ZONED COUNTY CODE: P-M PROPERTY OWNER BMR-GAZELLE LP 2855 GAZELLE COURT CARLSBAD, CA 92010 SCOPE OF WORK APPLICABLE BUILDING CODES 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA ELECTRIC CODE 2016 CALIFORNIA FIRE CODE 2014 NATIONAL ELECTRIC CODE A GROUND MOUNTED RACKING SYSTEM WILL BE INSTALLED ON THE EXISTING NORTHERN SLOPE ON THE PROPERTY THE DC SYSTEM WILL OPERATE AT A MAXIMUM OF 1,000VDC. THE PV SYSTEM WILL INTERCONNECT IN PARALLEL WITH THE EXISTING AC ELECTRICAL SYSTEM. THE ENERGY GENERATED BY THE PV SYSTEM WILL OFFSET A PORTION OF THE FACILITY LOADS. PHOTOVOLTAIC SYSTEM SUMMARY 579.2 kWDC (452.9 kWAC) GROUND MOUNTED PV SYSTEM CONSISTING OF: ** (1,448) LG LG400N2W-A5 PV MODULES (400 WDC-STC, 368.4 WDC-CEC) ** (13) SOLAREDGE SE33.3KUS 33.3kW INVERTERS (33.3 kW, 98.5% CEC EFFICIENCY) ** (1) SOLAREDGE SE20KUS 20kW INVERTERS (20 kW, 98.0% CEC EFFICIENCY) '* (XXX) SOLAREDGE P800s (800 woe MAX, 98.8% WEIGHTED EFFICIENCY) **AGROUND MOUNTED RACKING SYSTEM ** A MODULE LEVEL DATA ACQUISITION SYSTEM •• AC AND DC EQUIPMENT REQUIRED TO CREATE A COMPLETE, CODE COMPLIANT, SAFE AND FUNCTIONAL PRODUCT z Z >-0 00--z I-I-w <( !!: I-z Ill: If) ~ t) If) 0:: (I) z w w O 1-Cow 0 r--- ~ w 0 ~ ~ 0 D -D ~ >-w Ill <( > D w ~ "' PROJECT NUMBER 16853 DRAWN BY IV/AE CHECKED BY DATE 10/05/2017 REVISION a.10 SHEET IDENTIFIER G-001 SHEET 01 OF 01 Octe Plo~;:ed : Oct GS. 2D17 -4: 28prn © 2017 BAKER ELECTRIC, INC. EROSION CONlROl NOTES J. IN CASE £.W£RG£NCY WORK IS REQUIRED, CONTACT _______ AT(_) __ -__ . 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING TH£ RAINY SEASON. ALL NECESSARY MA 7£R/ALS SHALL BE STOCKPILED ON Sil£ AT CONVENIENT LOCA 7/0NS TO FACIUTA 7£ RAPID CONSTRUCl/ON OF TEMPORARY EROSION CONTROL DEVICES W'rfEN RAIN IS IMMINENT. 3. FOR PROJECTS COI/ERED BY STAT£ SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION QI/DER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, TH£ DUALIFIED SWPPP PRACl/7/0NER (DSP) SHALL UPDATE ANO MAINTAIN THE WATER POLLUTION CONTROL (trPC} PLAN TO ADDRESS UPDATED S/7£ CONDITIONS OF THE PROJECT. TH£ UPDATED WPC PLAN AND UPDATED SWPPP SHALL 8£ KEPT AT THE PROJECT S/7£ AND MADE A VA!LABLE TO THE CITY INSPECTOR. ADDITIONAL CDNSTRUCl/ON BMP's BEYOND THE ORiG/NAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS S/7£ COND/llONS NOT ANTIC!,0 A7£D. THE QSP SHALL REPORT BMP DEACIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUAL!FlEO SYrPPP DEi/ELOPER ANO THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER, TO THE SA 7/SFACl/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF Pl?OOUCING l?AINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENG/NEEl? DUE TO UNCOMPLETED GRADING OPERA 7/0NS OR UNFOl?ESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUl/ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA TrRS CREA 7£ A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPOl?A TrD HEREON. 8. GRADED AREAS AROIJND THE Pl?OJECT PERIMETrR MUST DRAIN AWAY maw THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PR07£Cl/V£ DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE F!V£(5} DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCDIT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ta ALL GRA I/EL BAGS SHALL BE BURLAP TYPE MTH 3/4 !NCH MINIMUM AGGREGA 7£. 11. SHOULD GERM/NA 7/0N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEClll/E COI/ERAGE OF GRADED SLOPES PRIOR TO NOVEMBER 15, THE SLOPES (90% COVERAGE} SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT HANDBOOK OF THE DEPARTMENT CONSERVA 7/0N, STA 7£ OF CALIFORNIA. TEMPORARY EROSION CONlROl PLANTING AND /RR/GA TION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECllON 212 OF THE STANDARD SPEC/RCA 7/0NS ANO THE FOLLOWING: A. HYDROSEEDiNG SHALL BE APPLIED TO: 7. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) Ol? STrEPER WHEN THEY AR£: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGi-iT. 2. AREAS GRADED FLATTER TtfAN 6: I WHEN ANY OF THE FOLLOWING CONDIT!ONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCl/ON OR GENERAL LANDSCAPING} WITHIN 60 DA YS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREA llON OiRECTOR AS HIGHLY VISIBLE TO TH£ PUBLIC. c. HA V£ ANY SPECIAL CONDITION ID£Nl/FIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA 7£ TREATMENT. B. HYDROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: /. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE !RR/GA TED BY HAND WA TER!,IVG FROM QU/C.K COUPLERS/HOSE BIBS OR A CONVENl/ONAL SYSTEM OF LOW PREC!PITA TION SPRINKLER HEADS PROVIDING 100% COVE.RAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE !RR/GA TrD AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDhVG THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. !RR/GA 770N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP77MUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF T'r/E FOLLOWING.· 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECl/ON MAY BE OMIT7£D ON LOCA 7/0NS WHERE T'r/E AREA BEING HYDROSEEDEO IS NOT VISIBLE FROM £/THE/? A PUBLIC Sli?EET OR RESIOEN77AL Sli?UCT'JRES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A N/Ti?OGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEED!,'VG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS Willi THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CER77F!CA 770N TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. i NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs. PER AC.RE. TYPE 5 MULCH (STRAW) MAY BE SUBS7777JTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PLINCHl./1/G NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FER77LIZER CONSISTING OF AMMONIUM PHOSPHA 7£ SULFA 7£. 16-2D-D, WITH 15% SULPHUR APPLIED AT THE RATE OF 5D0 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEP£/? THAN 6: I b. HARROWING AREAS 6: I OR FLATTER THAT ARE sumc!ENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANl/NG BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADD/770N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVE.RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN77L THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WI-/ERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UN77L THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. F. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED W!THI.N TEN (JO) DA i'.S' OF THE 711./E WHEN EACH SLOPE IS BROUGHT TO GRADE AS S.'IOWN ON THE APPROI/ED GRADING PLANS AN APPROVED EROSION CONTROL PRaDUCT (RECP} SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERM/NA 7/0N OF HYDROSEED FAIL TO PROVIDE EFFICIENT COI/ERAGE (NO LESS THAN 70%} PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. SO'M/N. 1 PUBLJC RIGHT-,-----=~~----, OF-WAY I i -:: !3.Jk=wrrr~ .· Jf _,.-==i ". ,:_·ir~~hln~TtlL, · ";"/'-\"~ 12 ~;~FILE 'IT-1TI"3Tffi~Tf=ll'_c I 2· MINUS ROCK FILTER FABRIC EXISTING GROUND I 30'MIN. \ STEEL SHAKE. PLATES/RUMBLE RACKS PROVIDE APPROPRIATE TRANSmON BETWffN STABILJZED CONSTRUCTION ENTRANCE AND PUBUC RIGHT-OF- WAY 20'M/N RADIUS PUB C RIGHT-OF-WAY \ ~II FENCE/BARRIER TO RESTRICT TRAmc TO THE CONSTRUCTION ENTRANCE STABIUZEO CONSTRUCT!ON ENTRANCE PER CAUFORNIA STORMWA TER BMP o,w; TC-1 GRAV£L BAGS OVERLAP ONTO CURB , ) ~-----.v RUNOFF GAP BIT.VEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THR£E LAYERS OF GRAV£l BAGS WITH ENDS OVERLAPPED GRA~ BAGS 4•_5• ROCK/RUBBLE (3" CRUSHED SAN MARCOS GR,'.NllE (RCP, SAN MARCOS)) OR APPROVED EQUAL) Ovf:R lfEEl) FABRIC (TYPAR 330! OR APPROVED EQUAL) E){fSllNG C'JRB I EXISllNG AC PAVEMENT 35 25 · 20 m 0 ----··· --··--.. _____ 3~,,4" .. ··-_ ----__ ,_ TYP. 5 15 GRAVEL FILTER I WIRE SCREEN OVERFL~ / I FILTERED WATER •• I ...... --- \__ DROP INLET WITH GRATE ~--coNCRETE BLOCK CURB INLET PROTECT!ON RBER Rot.1 4• MIN. NOTE: INSTALL RBER ROLL ALONG A LEVEL CONTOUR SEE DETAIL ABOW: RBER ROLL .. _ _ _ . _ S/Jf'f'_(J8.[ EO!illlifi£NJ18E. __ _ LENGTH OF PANELS ____ , ___________ _ SCALE: HORIZ N 1 = 5 --------------------vERr.--N-·-t" =--sL ------------ 20 25 30 35 40 45 q:~ DESIGNED BY: P.K. DATE: SEP1EMBER 2017 PREPARED: SEPTEMBER 11, 2017 "AS BUILT" BENCHMARK NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Doy Consuitants, Inc. G:\171033\EroslonContr~l\1733A-EC-01.dwg Sep 11, 2017 11:04am 2710 Loker Avenue West Suite "100 Carlsbad, Cclifomio 92010 750-931-7700 Fax: 760-931-8680 ODayConsultcnts.com Xrefs: 1733A-EC-SHET; 1733A-NOTE; 0978\~C; lanis -cross sections 2017.09.07 iv s Civil Engineering Plcnning Pmcesslng Surveying DRAWN BY: P.K., G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 171033 ENGINEER OF WORK: DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 ----------~------- TIMOTHY 0. CAR,~OLL, JR. DATE RCE 55381 EXP. 12/31/18 RE\~EWED BY: INSPECTOR DATE DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMA.R AIRPORT ROAD, 300 FEET WEST OF MELROSE DR/1/E RECORD FROM: //.D.S. NO. 17271 (PT. NO. 71} ELEVATION: 444.00 M.5.L DATUM: NG'ID 1929 1. SET POSTS AND EXCAVATE A 4 fff 4 IN (10 BY 10 CM) 7i1ENCH UPSLOPE FROM AND ALONG THE LJNE OF POSTS. 9 IN (23 CM) ' 2. STAPLE WIRE FENCING TO THE POSTS. ; I 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EARTHEN RIDGE CITY OF OCEANSIDE OF VISTA SITE OCEAN <i. ' ~ ! r r CITY OF ENCiNITAS _..n..J VICINITY MAP NO SCALE LEGEND DESCR!PllON SYMBOL LIMITS OF CLEARING. . ............ ,--L ---J - ROCK/ RUBBLE ................. {7..L?'..l7 JZ::Z7)7Z FIBER ROLL ..................... ,-------------- UNUNEO SWALE tk BERM ~~--· ---·--··---- -------·--····· ·------ 50 55 60 65 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOT£ CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING Ulll/TIES IN THE AELD PRIOR TO CONSTRUCTION! DATE INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 0,1 i 1 2017 I SH1ET I CITY OF CARLSBAD I SH2TS I ENGINEERING DEPARTMENT EROSION CONTROL PLAN FOR: /ONIS PHARMACEUTICALS kWOC PHOTO VOL TA/C PROJECT APPROVED: JASON S. GELDER I ENGINEER MANAGER PE 63912 EXPIRES 9/30/18 DATE OWN BY: P.K., G.M. PROJECT NO. DRAWING NO. CHKD BY: P.I.P. 09-02 RVWD BY: -- I I I I I ' ! I I I I I \ ) I I Ir I I ! -1 ·----- I /.;·· ... ··· .. ··>/ . . . ····-" · ... : ·.• .. ,·-.. · .:;,3 jtj__) . . -. I .. I L ( I \ ' \F ~ :i: 1/· -,--1 />· ... ' ' i /. I /./ . . . .-, /// kl f------- __,/ w -~~'-1 [_=-·_ .. :.::==·•_ ====· ===~s ..... r1 ~ -.... . .. / r ,.,-, (.~ 1 : // I ~ -' I --Y·1 ll . I I I I ' I / / / . / / ,-. -. -- • ~- ..... -------- u~· --~ -~C ·7 \ --- '-...! . . . . . RBER ROU.S ··-(TJEJ_ ( 1111 ~ 111111 n 1 1 1 1 1 r·:-~'-. ___]n ... rrnro= ~\ \ \ \ \ \ ! _,_ 1lli0.· · \ ... '·,.J... .. ' .. '. \ \.· I • .., C.< · ID j\.\ .. '·' ··.-·· r----1~ \ \ l-· ,,ce·······. / rl\ \ \ \ \ lJ \ \ J ____ ,]_-_<! '':'::-:-.-:~ -(j\\,\Ji\_ ,,·-······· ._ ...... -·-···· .. . ~_;_-;;.,;--;, 7 \ \ y r· _\ ___ \ I I ' ' I \ I -//\e~:~\s\s\\\ ~\~\~\~J~~~~1=:~~~Y \~ \ \ 1 • i\ \ \ \ I ' \ \ I I • • • \ \ I I \ ' ,. \ /, ,. . .. / ·'. '. ' . /.' . . .• -· . ,/ :-> . . . .;.:::-::,;: -' •.f !JjJ/~ ~~!,ff#4f t~~~S: -·.--//. -. / \ ----~ / .-t7 111111 . . ·1 < ;;.. <"· -. / -· - --·-- --------~. ,. a··· ----------· \ .. UM/TS OF CLEARING ~---·· /. / \ \ \ / / . / i .. ( ' I .. ' I .~ , \ --1[ / ~ v "fl/ \ ~~··. '.<. I . ~-•.... · "~·. ·, ·.1~ . ·i\t/,··~.· : _/(. · .. · ·1 . I !Jg_ .,. // / · 1· .. · . / ~:::'.:V· .. i ! -_. / ~~-/; ' ( / . I,., '/ \ I l~i a '. . <-~ .. · _ .. . i ~' ' \,/, \, )/\ i ,i·, .. ' --: ;' ' ! j , J . I ~[i?l: /··~·;'. /! . : ·,(. r·· • I ,....,·': ~ 4; /,, ',, . ' . ..,.....__ ,' ,; " :j?i,i;;.;..·----------------" ---------------===~~:;-;:;-;;;;~~~~~~~-;-;-;-;:~=::: ------------------~-------------', ----'. -" ' ,. - NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ~:~ s 2710 Loker Avenue West Civil Engineering Suite 100 Carlsbad, Planning California 92010 Processing 780-931-7700 Fox: Surveying PicEPAl?ED: SEPTEMBER 11, 2017 DESIGNED BY: P.K. DATE: SEPTEMBER 2017 DRAWN BY: P.K.. G.M. SCALE: 1' = 40' PROJECT MGR.: i.C. JOB NO.: 171033 ENGINEER OF WORK: "AS BUILT" 1lMOTHY 0. CARROLL, JR. DATE RCE 55381 EXP. 12/31/18 REV!t WED BY: ---·-· ,, .. -· BENCHMARK DESCRIPTION: LOCATION: 2' ALUMINUM DISC STAMPED GP~ CONTROL PT. 2002 ~ IN SIDEWALK NORTH SIDE OF PALOMA/? AIRPORT ROAD, 300 FEET /!EST OF MELROSE DRlvE . DATE INITIAL /I UIIITS OF PROPOSED / / SOI..AR PANELS i I i ... _. __ 1 -- I 760-931-8680 DATE: I RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) REVISION DESCRIPTION ENGINEER OF WORK ©2017 O'Day Consultants, Inc. ODayConsultonts.com TlMOTtiY 0. CARROLL, JR. RCE: 55381 lNSPECTOR DATE ELEVATION: 444.00 M.S.L. DATUM: NGVD !929 G:\171033\EmsionControl\1733A-EC-02.dwg Sep il, 2017 ll:0Sorn Xrefs: 0978BMAP; 09787STI!; 09767UTL· 0978BUTl. O ~ -, 978TP02; 09788-,RD; 1733A-EC-SHET; 0978Ar~; 1733,<\-SITE-SOLAR· <:'"" _, ~ ' BA-c. lo.,,s :.:017.08.21 ae; 1733A-sm:-CIViL: 1733A-N0TE; 1733A-S!TE-ANNO ( PROPERTY UNE ",;;,-. DATE INITIAL DATE INlllAL OTHER APPROVAL CiTY APPROVAL / o· 1 o· 40' µ t,iiiiiiiAAi E 6 z"'cl½ii&i I 80' 5' 20· SCALE: 1" ~ 40' I SH2ET I CITY OF CARLSBAD I SH2TS I ENGINFERING DEPARTMENT EROSION CONTROL PLAN FOR: IONIS PHARMACEUllCALS kWDC PHOTOVOLTAIC PROJECT APPROVFD: JASON S. Gi:.LDERT ENGINEER MANAGER PE 63912 EXPIRES 9/30/18 DATE OWN BY: P.K., G.M. PROJECT NO. DRAWING NO. CHKD BY: P.I.P. RVWD BY: 09-02 -- ,,.. ' .. ·--~-- t ' ',---~-C ---·,·· --it+· ,µ- GENERAL IRRIGATION NOTES 1. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS, AS DIRECTED, IN ACCORDANCE WITH CURRENT LOCAL PLUMBING CODES AS OF THE APPROVED DATE OF THESE PLANS. 2. THE CONTRACTOR SHALL MAKE SURE ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE 100% IRRIGATION COVERAGE. 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF EXISTING IRRIGATION EQUIPMENT PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE LOCATIONS BE FOUND DIFFERENT, THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS. 4. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL INSTALL EQUIPMENT IN PLANTING AREAS WHENEVER POSSIBLE. 5. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES, STRUCTURES. AND EXISTING IRRIGATION EQUIPMENT iN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLiCT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR REQUIRED RE-LOCATIONS PRIOR TO START OF CONSTRUCTION. 6. ALL LATERAL END RUNS ARE 314" SIZE UNLESS INDICATED OTHERWISE. 7. EXACT LOCATION OF REMOTE CONTROL WIRING ROUTE, MAINLINE ROUTE, VALVES AND ALL OTHER MAJOR IRRIGATION EQUiPMENT SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. SEE ALSO SPECIFICATIONS. 8.WHERE LOW HEAD DRAINAGE OCCURS THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE UNDER EACH SPRINKLER HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER SIZE AS THE RISER AND SHALL BE INTEGRATED INTO THE RISER ASSEMBLY. VALVE SHALL BE "HUNTER HGV'', OR EQUAL. IN THE CASE OF HEADS WITH BUILT-IN ANTI-DRAIN VALVES, THE MANUFACTURER'S INTEGRA.TED CHECK VALVE SHALL BE USED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY SIMULTA"JEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE. CONTRACTORS SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING AND DIMENSIONING FROM FIXED OBJECTS, ON A RECORD FIELD SET OF DRAWINGS, THE LOCATIONS OF THE INSTALLED IRRIGATION SYSTEM COMPONENTS. . ' . ' ' ' ' ' ' ' ' 'c-.,-c,'.,.,)E ---~! --,--;.__ ·I .. ' ---- ,,.. 1/'" . ,,,, ' . ' ..• ,··,,,-;,;;::~ IRRIGATION SCHEDULE SYMBOL @®@ KEYNOTES MANUFACTURER/MODEUDESCRIPTION HUNTER MP1000 PROS-12-PRS40-CV-R SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH CHECK VALVE, PURPLE CAP, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. HUNTER MP20DO PROS-12-PRS40-CV-R SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. 0 EXISTING IRRIGATION HEAD TO REMAIN (CODE INSIDE VARIES), TYPICAL SYMBOL. PROTECT IN PLACE 0 EXISTING IRRIGATION HEAD TO BE REMOVED, TYPICAL SYMBOL. CAP EXISTING LATERAL AND RETURN EQUIPMENT TO THE MAINTENANCE DEPARTMENT <§> EXISTING IRRIGATION HEAD TO BE REMOVED AND REPLACED WITH NEW EQUIPMENT PER THE IRRIGATION SCHEDULE AND DETAIL A THIS SHEET. RETURN EQUIPMENT TO THE MAINTENANCE DEPARTMENT. NOTE, SYMBOL FOR NEW HEAD REPLACING AN EXISTING HEAD IS SHOWN WITH A SINGLE CIRCLE <§> ADD NEW HEAD TO EXISTING LATERAL HALF WAY BET,'VEEN ADJACENT HEADS PER EQUIPMENT SCHEDULE AND DETAIL A, THIS SHEET. NOTE, SYMBOL FOR NEW HEAD SHOWN WITH DOUBLE CIRCLE . ' PSI 40 40 ' cL..J. ' ' ' -" ,,_ ____ -. --------::~-------------·· ·"14· . ' ' ,. ,, . . . .. . . . .. . . . . ' . ' d • 6 A " 0 = 9 ' ' 12" MIN. . ' . ' . ' . Jt.._______;.-~- 1. POP-UP SPRAY HEAD 2. SWING JOINT ASSEMBLY (3 MARLEX ST ELLS, 1 SCH 80 NIPPLE) 3. PVC SCH 40 TEE (SSD OR EL (ST) 4. PVC NON-PRESSURE LATERAL NOTE: 1. RW WARNING CAP IF APPLICABLE. L4 5. AT FINISH GRADE IN TURF; 1" IN SHRUB AREAS 6. DISTANCE FROM HARDSCAPE: ROTORS-WALKS= 24", WALLS= 24' SPRAYS-WALKS= 24", WALLS= 24" 11. FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 0 EXTEND LATERAL PIPE (PURPLE SCHEDULE 40, SIZE 3/4") TO ADD NEW HEAD AS SHOWN PER PLAN AND DETAIL B, THIS SHEET ® POP-UP SPRAY HEAD SECTION NOTTO SCALE 12. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. NOT£ CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT!ON! DESIGNED BY: 0 ADJUST EXISTING IRRIGATION TC AVOID OVERSPRAY ONTO SOLAR PANELS, TYP. <§> EXISTING IRRIGATION MANIFOLD TO REMAIN, PROTECT IN PLACE P.K. DA TE: SEPTEMBER 2017 PREPARED: SEPlFJ,fBER 11, 2017 "AS o<i-OF ESS / Ot.r. NOTE!! DRAWN BY: P.K., G.M. SCALE: i'S ,Slilf,N ,jJ ~'\ ~-CA,r,1>0 '1( <,; .'<, ~ '< ~ PROJECT MGR.: T.C. JOB NO.: 171033 ...... ~ ~ G'l VJ----TIMOTHY 0. CARROLL. JR. BUil T" ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR ~~s -~ '°)Z ! (!; ' ['Tl I w ,,, RCE 55381 EXP. 12/31/18 VERTICAL SURVEY CONTROL 2710 Loker Avenue West C"tvil Engineering ENGINEER OF WORK: Suite 100 Co~sbod, Planning Collfomla 92010 Processing 760-931-TT00 Fox: Surveying DATE: 760-931-8680 0:::. NO. 55381 J .::0 *~* REVIEWED BY: J'q}; C/V\\. ,£:.-"'° (" OF CA.Ll~o'<' © ODC1yConsultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR BENCHMARK DESCRIPTION; 2• Al/JMIN/JM DISC STAMPED GPS CON"fl?OL Pl 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR DATE AIRPORT ROAD, 300 FEET /';EST OF MELROSE OR/I£ RECORD FROM: R.as. Na 17271 (Pl Na 11) DATE INITIAL DATE ELEVATION: 444. 00 M.S.L DA TUM: NGVO 1929 ENGINEER OF WORK . ' . ' ' .. ' .. ,,,,.,, *1_J/ ' ,µ.• ' ;i@ ' 1. PVC NON-PRESSURE PIPE 6. IMPROVED BACKFILL WHERE REQUIRED 2. PVC PRESSURE PIPE 7. MINIMUM DISTANCE FROM HARDSCAPE '. 3. CONTROL WIRE BUNDLE 8. FLOW SENSOR CABLE IN CONDUIT (WHERE OCCURS) 4. APPROVED BACKFILL 5. UNDISTURBED SOIL NOTES: 9. RWWARNING TAPE (WHEN APPLICABLE) A. TRENCH BOTTOM TO BE FIRM, STABLE AND SMOOTH TO SUPPORT PIPE EVENLY. SUITABLE BEDDING BACKFILL MAY BE NEEDED TO PROVIDE THIS REQUIREMENT. 8. THERE SHALL BE NO STONES OR OTHER HARD OBJECTS LARGER THAN 1/2" DIA. C. PIPE AND W!RE TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12" PAST EDGE OF PAVING. SLEEVES TO BE: 30" TO 36" COVER UNDER ROADS AND DRIVES 18" TO 24" COVER UNDER WALKS ® TRENCHING 1---,s=E=cT=1o=N~----------------~N=o=T=To-=-=-sccc-AccL-=E-- CITY / ,/ . /., hrr,40 ____ 80 11"'\' BCAL.E, f-40' t:t7 r"''". "" .,,-~ -:.;--.;:;.-~:~'.~~ -~ ,,, OCT 11 20\7 LA NER! LANDSCAPE ARCHITECTURE 928 HORNBLEND SrREET, SUITE # 3 SAN DIEGO, CA 92 ! 09 858/274-3222 ...-,~-- WWW.NERlLA.COM OF CARLSBAD I SHEET I ENGINEERING DEPARTMENT I SH2TS I EROSION CONTROL PLAN FOR: /O/VIS PHARMACEUTICALS (SWPPP) APPROVED: JASON s. GELDERT ENGINEER MANAGER PE 63912 EXPIRES 9/30/18 DATE DWN BY: P.K., G.M. PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: PI.P 09-02 REVISION DESCRIPTION RVWD BY: -OTHER APPROVAL CllY APPROVAL ~. --~ ,.----. / '/ I / I D TYP. ' .. ,;.; ,\ --::,- 13 SALCLEG:) 5gai · · ... _ 18 RHA MOU en _ ··151ql. ~ -. .,<., ·~-·:·i .. -i --.-.. ___ : ~~:~~--=_·:~c:~~--::· :· /·c•7·"~·-·_ ;; .-- -----., . -· "'-·· .... ·--- -----... ,---·.: : . .::· __ ... - GENERAL PLANTING NOTES 1. SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS. 2. THE CONTRACTOR SHALL RECONCILE THE CALLOUT QUANTITIES WITH THE GRAPHIC QUANTITIES AND SHALL PROVIDE PLANTS EQUAL TO THE GRAPHIC QUANTITIES SHOWN ON THE PLANS. PLANT QUANTITIES SHOWN REFLECT QUANTITIES FOR THE SHEET THEY APPEAR ON ONLY. 3. ALL PLANT MATERIAL IS TO BE SUPPLIED AND INSTALLED BY THE LANDSCAPE CONTRACTOR. 4. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. 5. PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 6. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND INSTALLATION. 7. SHRUBS SHALL BE SHAPED AND PRUNED DURING THE MAINTENANCE PERIOD ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. 8. THE CONTRACTOR SHALL GUARANTEE SHRUBS, GROUNDCOVERS AND PERENNIALS FOR A PERIOD OF THREE MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 9. THE LANDSCAPE PLAN IS FOR GENERAL SITE REFERENCE ONLY. REFER TO OTHER CONSTRUCTION DOCUMENTS FOR COMPLETE SCOPE OF WORK. 10. BEFORE COMMENCING ANY SITE EXCAVATION, VERIFY LOCATIONS OF ALL EXISTING SITE UTILITIES, INCLUDING WATER SEWER, GAS AND ELECTRICAL LINES. FLAG OR OTHERWISE MARK ALL LOCATIONS AND INDICATE UTILITY TYPE. 11. LOCATE REFUSE BIN AT APPROVED ON-SITE LOCATION. CONTRACTOR SHALL DISPOSE OF ALL SITE REFUSE AT CITY-APPROVED LOCATIONS. 12. PROPOSED LANDSCAPING SHALL NOT CONFLICT WITH EXISTING UTILITIES. 13. PROPOSED UTILITIES SHALL NOT CONFLICT WITH PROPOSED LANDSCAPING. 14. MAINTENANCE: ALL LANDSCAPE AREAS INSIDE THE LIMIT OF WORK SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE PROJECT HAS BEEN ACCEPTED BY THE OWNER, AND THEN FOR AN ADDITIONAL PERIOD OF 90 DAYS AFTER THE ACCEPTANCE BY THE OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! DESIGNED BY: DRAWN BY: .. --· •> ·-:, TREE PRESERVATION REQUIREMENTS THE FOLLOWING PROTECTION FOR EXISTING TREES TO REMAIN ON SITE WILL BE PROVIDED: 1. A BRIGHT YELLOW OR ORANGE TEMPORARY FENCE WILL BE PLACED AROUND EXISTING TREES AT THE DRIP LINE. 2. STOCKPILING, TOPSOIL DISTURBANCE, CONSTRUCTION MATERIAL STORAGE, VEHICLE USE, FOOT TRAFFIC, AND STORAGE OF ANY KIND IS PROHIBITED WITHIN THE DRIP LINE. 3. ROOT SYSTEMS OF EXISTING TREES ON SITE WILL BE PROTECTED FROM FLOODING, EROSION, CHEMICAL SPILLS, AND EXCESSIVE WETTING AND DRYING DURING DEWATERING. 4. THE EXISTING GRADE WILL BE MAINTAINED WITHIN THE DRIP LINE OF EXISTING TREES ON SITE. 5. ALL EXCAVATION BETWEEN EXISTING TREE ROOTS SHALL BE DONE BY HAND 6. ROOTS OF EXISTING TREES ON SITE WILL BE CUT APPROXIMATELY 6 INCHES BACK FROM NEW CONSTRUCTION AND ALL CUTS WILL BE SEALED WITH WOOD PAINT AS MANUFACTURED BY FLINTKOTE OR APPROVED EQUAL. 7. MAINTAIN AND DOCUMENT A TREE WATERING SCHEDULE DURING CONSTRUCTION. 8. ALL DAMAGED TREES WILL BE REPLACED VVITH A MINIMUM 36" BOX OR GREATER SIZE TREE OF THE SAME SPECIES. KEY NOTES 0 EXISTING TREE TO REMAIN, TYPICAL SYMBOL. PROTECT IN PLACE M EXISTING SHRUBS AND GROUNDCOVER TO REMAIN, TYPICAL SYMBOL ~ PROTECT IN PLACE <§> PROPOSED SOLAR PANELS <§> 10' OFFSET FROM EDGE OF PANELS. REMOVE TREES AND GRIND STUMPS FLUSH WITH GRADE. CLEAR AND GRUB REMAINING VEGETATION WITHIN 10' LIMIT V CLEAR AND GRUB BETWEEN PANELS AND BACK OF CURB AT PARKING 0 TREE TO BE REMOVED, TYPICAL SYMBOL PREPAR£li: SEPlFMBER 11, 2017 P.K. DA TE: SEPlEMBER 2017 P.K •• G.M. SCALE: i'!:i -S!-llft'N "AS BUILT" NOT£/! !?~, PROJECT MGR.: T.C. JOB NO.: 171033 I TIMOlHY 0. CARROLL, JR. ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. © 2710 Loker Airenue West Suite 100 Cartsbad, O:illfomia 92010 760-931-noo Fox: 760--931-8680 ODayConsultants.com CMI Englneering ENGINl:t-R Of WORK: Plarmtng Proce..ing Survaylng TIMOlHY 0. CARROll, JR. --·------·------------· -------------------------- RC£ 55381 EXP. 12/31/18 REVIE\\-'ED BY: DATE: RCE: 55381 INSPECTOR DATE DATE - CONTAINER PLANT FERTILIZER TABLET SCHEDULE (4) 7 GRAM TAELETS PER 6" BOX SIZE (4) 7 GRAM TABLETS PER FOOT OF PALM TRUNK (15) 7 GRAM TABLETS PER 15 GALLON CONTAINER (8) 7 GRAM TAELETS PER 5 GALLON CONTAINER (3) 7 GRAM TABLETS PER 1 GALLON CONTAINER (1) 7 GRAM TAELETS PER 6' POT, PONY PAK, L!NER OR GROUNDCOVER PLANT BENCHMARK DESCRIPTION: 2• ALVM!NVM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH S/0£ OF PALOMAR AIRPORT ROAD, 300 FEET UEST OF M£1.ROS£ DRIVE RECORD FROM: R.QS. NO. 17271 (PT. NQ 71} El£VA1l0N: #f..00 M.S.L DATUM: NG'ID 1929 . "--..! "".o', ;'\ \-~":,_; < / / . . + + + + + + + + + + + + + + + + + + 3"CRUSHEDROCK(3" D CRUSHED SAN MARCOS ·. . GRANITE FROM RCP SAN : MARCOS) OR APPROVED : EQUAL OVER WEED FABRIC PLANT SCHEDULE SHRUBS 0 CODE BOTANICAL NAME COMMON NAME SIZE DETAIL REMARKS RHA MOU RHAMNUS CALIFORNICA 'MOUND SAN BRUNO" CALIFORNIA COFFEEBERRY 5 GAL A, THIS SHEET SAL CLE SALVIA CLEVELANDII CLEVELAND SAGE FOR SLOPE PLAt-fflNG, GRADE BACK OF PLANTING PIT TO MAX. 1:1 SLOPE AND INSTALL EROSION CONTROL FABRIC. ~----FERTILIZER TABLETS (SEE SCHEDULE) ~----ROOT CROWN OF SHRUB 1" ABOVE FINISH GRADE ~----MULCH· TAPER FROM 1'THICKAT CROWN TO 3" THICK AT EDGE OF PLANTING PIT WATERING BASIN ~ 4' AEOVE FIN!SH GRADE REMOVE ONCE IRRIGATION !S OPERABLE ~~~~~~t--ROOT BALL TWO TIMES WIDTH OF ROOT BALL ~~~~~~;--SCARIFY SIDES OF PLANTING PIT 77,:;i-m';~'i/"fo.,___ BACKFiLL M!X WATER SETTLE PRIOR TO SETTING SHRUB ..___ ____ CROWN BOTTOM OF PLANTING PIT 5 GAL A, THIS SHEET ®f---!-=-!~-N U_B_P_lA_N_T_IN_G _____________ NO-T-TO-SC-ALE LA DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL CITY NERI LANDSCAPE ARCHlTECTURE 928 HORNBLEND SrREET, SUITE # 3 SAN DIEGO. CA 92109 858/274-3222 ...-=-.. www.NERlLA.COM OF CARLSBAD I SHEET I ENGINEERING DEPARTMENT I SH2TS I EROSION CONTROL PLAN FOR: ION/S PHARMA CEU T/CALS {SWPPP) APPROVED: JASON S. GELDERT ENGINEER MANAGER PE 63912 EXPIRES 9 /30 /18 DATE DWN BY: P.K, G.M. PROJECT NO. DRAWING NO. CHKD BY: PI.P 09-02 RVWD BY: - 1 D C B A 2 3 4 20' 510['.-. YARD SETBACK -----------------------------------/ r 1 O' ·~ ice-YARD SETBACK 629.31' (E) ROOFTOP - PHOTOVOLTAIC ARRAY (TYP) -~ ~ . ---,,co EXISTING PARKING NO CHANGE (E) EQUIPMENT YARD (E) PV INVERTER (P) SWITCHGEAR PVSWGR-1 (P) PV DISCONNECT PVDISC-1 SEE SHEET E-105 ~ POINT OF INTERCONNECTION (E) ELECTRICAL ROOM ' / / ,,, CD ~~L~-9.l~ICAL SITE PLAN 392.46' 5 ~ (P) PHOTOVOLTAIC ARRAY GROUND MOUNT AREA (P) GROUND MOUNTS GM-1 THRU GM-6 (P) PV MODULES (P) PV INVERTERS INV-1 THRU INV-14 (P) PANELBOARDS PV-1 THRU PV-2 SEE SHEETS E-102 THRU E-105 ------------ / / / / / / / .. /' .· . ' -------------- 35' FRONT YARD SETBACK REGISTRATION BAKER ELECTRIC, INC. 1298 PACIFIC OAKS PL ESCONDIDO. CA 92029 (760) 7 45-2001 C10-161756 EXP. 8/31/2019 10/05/2017 w _J t: f- f-0 w ~ "- w I-<C C >-al > w 0:: "-~ 0 N -l!) 0 -0 ~ w <( 0 ~ Ctl PROJECT NUMBER 16853 DRAWN BY IV/AE CHECKED BY DATE ~ f-0.. ii: 0 Cl) w 0 f-ill w I U) 10/05/2017 REVISION a.10 SHEET IDENTIFIER E-101 z <( .....J Q.. w 1- U) .....J c5 0:: l-o w .....J w SHEET 01 OF 06 © 2017 BAKER ELECTRIC, INC. 1 2 3 4 5 D ,---(P) PV ELECTRICAL AREA // (P) PV INVERTERS INV-01 THRU INV-14 (P) PANELBOARDS PV-1 AND PV-2 Ir PROPERTY LINE / SETBACK LINE ,-(P) GROUND MOUNT GM-3 (214) PV MODULES / (339) PV MODULES / (177) PV MODULES / (222) PV MODULES / SEE STRUCTURAL SHEETS FOR GROUND MOUNT DETAILS SEE STRUCTURAL SHEETS FOR GROUND MOUNT DETA!LS ;· / SEE STRUCTURAL SHEETS FOR GROUND MOUNT DETAILS / SEE STRUCTURAL SHEETS FOR GROUND MOUNT DETAILS I Ir~~~'"-, I "'ss,m-,o; FlO,mecrn,c~ "'"' I '" ssm "'"''°",~cm="'"'-----~ ssem:s~o, =c,•= ~"'" / SSSSSEITS-,OS,00 "'°'"~""'" r (P) GROUND MOUNT GM-2 i (238) PV MODULES i SEE STRUCTURAL SHEETS FOR GROUND MOUNT DETAILS / ScE SHEET E-103 FOR ELEC:R!CAL DETAIL r {P) GROUND MOUNT GM-1 (258) PV MODULES SEE STRUCTURAL SHEETS FOR GROUND MOUNT DETAILS C I · · -· · -· · -· -I ----------_j_ 21:-7.. I I -------__ _,_t · ------_j_ ------- l_L. 2r-.. -f . ----_ =---,-, -.-, , -+ ,, ;-,, -, , ~, , ~ ,, ~--; ~ .!~-1: ,, -.-, ; ,--; -.. -:! T·1 ,_ / -----20;-1" ----+ ------ * ,t •I ,t .I , ,, .j ~-,.I ,, ~ .. ,i,!d,:d ,,,j.;.:~,l,i1l~•l•i -! •I •!<l ,; ' ,, ~ ,; .! •I ~ " ,. ' 100' ,, Jd\, TO P/L -,1,, AT CULDESAC ,1,:~ o8 •[ •1 ~ • ~,,----;;-,-,i~ ,;'!-!°'~ ,,, . .;,;i•J•! ,•l•I •i •' 'I ~.1,1 ,! ,; •I -I~,. •. ~.; •Ii T --:r-"i ototJ<; •1 ~·I•, .;,i,I ~ ~-: '· ,i , ,• ,!,I• •I • ~.t,e .;,,,1.: o! ,: , ri,i<! •I~~ •1• a 'l ''~ •! ,; • J ~ .; ,. •! ,, ., .; -I .i ,I "' ,1 .; ,,· J •! •: .. 'I •I 9 •, ' ' ' ,, -! ~-l ,1 ,I,~ ,i,, -:r --'-<l •I <1~<1 ,1.;~ •I -1•1 °1 .t •I ~-I . , ' ' ,, •I •i ,, ,, ,, ' ,· ,, ,, ' , ' ' ,, ,, .: •! ~ ,; ' . .; ~ ,, .. ' ' ' , 'I •i • -,, •I -i •' ' ' , ., ~ 'I •• •I 1 •! ,; ,, 'I ,; •I -i •' • ,, ,l " •! . ., ' ' ' ~ •J I . ' . ' = ' . . . ·. ·. . : ,- ·-~-11111 o: I rfl 11 L~7 --B '/, / A-•· / ,.·'. -·, >. ,' --===?-\I .. -. I-\, \.· -_ ::::ate P cit.tee --_,'' c, / / : c: C:), L~' / -L:-: 2L.pm • ~/, << ' . ' .. -·:'.: ;./·'_/· ,' ,", /--· ·/ ,._-3·-·? \ ~ \ (E) ELECTRICAL R06M \ G) ~~~J:RICAL EQUIPMENT LAYOUT -GROUND MOUNT @ ;'.J J I I I I / / / I I \ \ I I I I ;··: / / I 1, /• . /: ... , -: \ / / " ' ' ' ' ' ' ' ' . ' ' ' ' I <I ,\ ., .. •! ~ -l ., / / /, I, . / SEE SHEET E-103 FOR ELECTRICAL DETAIL 'l •1 / ' ., • ., • ' . ~ -l . ' •! .! ~ ,; ~ .I / / / • • •' ., / / /. • ' . •' 0 / / / I I / /-·· ,. ' . -< "' .. ' " I . ~ (E) MOW CURB 27'-1" '--38'-6" , • : •I :\ ' " / ., ' ., ' ' / .:~ . •I ' •I •' / /: L .. . / • -' -~ ...... REGISTRATION w u ::i 0) a_ N 0 Cl) N :,,:'. 0) c5 t3 u --0 ~o u-<( 0 a_ z CX) 0 o,U N (/) ~w BAKER ELECTRIC, INC_ 1298 PACIFIC OAKS PL. ESCONDIDO, CA 92029 (760) 745-2001 C10-161756 EXP. 8/31/2019 10/05/2017 w l= ;:: b UJ ~ 0 o:'. "- PROJECT NUMBER 16853 DRAWN B IV/AE CHECKED BY DATE 1--z :::, 0 :§: D z :::, 0 fl'. (9 I-::, 0 5 1--z w :§: ll.. :::, 0 w ~ 0:: b z w 0 ...J ii: w ii:' C) (/J w Cl l:ii w :r: (/J 10/05/2017 REVISION a.10 SHEET IDENTIFIER E-102 SHEET 02 OF 06 © 2017 BAKER ELECTRIC, INC. D - C B - A 1 I 2 I 3 I 4 I 5 .,,...._ 1 (P) GROUND MOUNT GM-2 I ------------------------------------------------~-------------------- r (P) GROUND MOUNT GM-1 / (E) PROPERTY LINE , ~E! MOW CURB ------------------------~------~v ' ! I , 20)_6" \ 20' REAR YARD"' --i ----------------)-· ----. . . . . . . . . . . . . . I . . . . . . . . . -. . , !.t . . . . J . . 10: BRUSJREEAREA . . . . . . . . . . . . r "' SITBACK LINE . . . . -i / , . ~-1----1:---1-: _·_· -:-1--·-· -:+. ---:l-----~:l--·-·---1:-·_·_-+:-· __ · :+· __ · ·-:+--·-·_:1-·-·---1:,f--·---t:--+: --:+---:+---:t-----1:r----t:--+: --:t---:+---:i----;: 1----1:'----+: --:+---:+----:---:1----1:'----+: --:+---:+----:---:1----1:---+: --:+---:+----:----,:1----1:---1-: -----1:1\ ..J 1----1---+---+---+---t---+----t---+---+--r-c-·--+---i---+---+--+---+--+---+----,.----+---+--+----t-----1 t----+----+--+---+--t---+----t---+---+--+---+---t----+----t--+---+---t---+----t---+---1 \ '? 1---1·---1-· --·-1----·-1----'1--~·1----1'---+' --'+---'+----·1-----1'1r---t' --+· --·+---'t---'i----i'r----t' --+' --·t---'+---'i----i' 1----1'i __ -+' --·+---·+----·---·1----1'---+· --·+---·+----·---·1----1·---+· --·+---·+---·--..,·1----1'---+· -----1' :;:i, .i G l---i'---1-'--'-1----"-1----'1----1'1----1'---+'--'t---'+----'t-----llr----t'--+'--'t---'t---'t----J'r----t'--+'--'t---'t---'t----;'1----1''----+'--'+---'+----'+----'1----1',---+'--'+---'+----'+----'1---1'---+'--'+---'-1---'+-----,'1---1'---+'-----1' \ ~ I II • • I I I I I R I !!I ..J I ~ • • • • • • • • • • • ,I • • • • • • • • . 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I t / -- L (E) EDGE OF EXISTING PARKING \ NO CHANGE L (E) LIGHT POLE TO REMAIN (TYP.) ! • • ' • • • • • G) ~~,~-~°;.':}~AL EQUIPMENT LAYOUT -GROUND MOUNTS GM-1 THRU GM-2@ STRING LABEL LEGEND #X##(##) EXAMPLES # = INVERTER NUMBER X = MPPT (A OR B) ## = UNIQUE STRING NUMBER ## = STRING LENGTH (IF NOT ALL SAME LENGTH) 2A05 :: INV-2, MPPT-A, STRING #05 7B30 :: INV-7, MPPT-B, STRING #30 6A24 (14) :: INV-6, MPPT-A, STRING #24, 14 MODULES IN THE STRING ------------i----------------------------~-~, ------I (P) GROUND MOUNT GM-4 L -----/ (E) PROPERTY LINE 1 (P) GROUND MOUNT GM-3 -__l_ r ~E) SETBACK LIN_E __ .,..-_ ---- I I Il l 20' REAR YARD SETBACK / ..,t1· . -. . ~ -/ 20'-8" ---------------------------l 27'-10" • • -l.,..1-1-· --,_,....·~· ~.r· -~~·'"'"'; ~~· ·~.--·=-.-. _. ·---.-.-·=---· . .-· -=--·-·.:::;-.-· _· =-.• ·--~--.--· =--· :~~'-· :::;:-__ · -~-.• ·-· =---i:1 ,-.. -. . • I --. ----,/' 10' BRUSH-rREEAREA-- ·---, l---+--+---+---+---+--+----1--r--+---+---+----+----+---, 1---1---1 fl . (II I I I I It I I I I I I I •1 i !1-----1----1---+---+--+----f----ii-----l---t--+---t---t----i----,1----+---+--'-...----,-..,__-.----,------,;--~...,.....----~-~--~--.--'---,.---,-~--~-.,...-~....,....----.~.._......~-- I I I I I I I ! I I I I I I I I I I I I I I I Ii J I I I I I I I Ii I 11 I I I I I I Ii I I I l I I I I I I I I I I I I I I I I I I I I ~ I I I I I I II 001 :~ I-' I-I I I II I n i I I I I I I Ji I I I I I I I I I I I I I ~ I f • I I I :- :;:i, l----t-----!--+---+--+-----+----l!---+-----!---+----1---1----+----+--+---+--+----+-----!----l I ::i: _j I I I I E I I ll I ill I I I I I I I I I I I I I I II I I I I I I I I I i:J I ID 1----t----t--+---1----r----t----1r---t----+--+----+---1---t----t---t---1"----t-----t----t----l•N ~ a I I I I 11. I I: I I I • I I I I I I I I I I I I I Ii ~ I I I Ii I I I :~ (!) I G 11 I I II I I I Ii I Ii II I I G I I Ii I I I I I II I I I I I I I I I I Iii W 1 W z 'z 11 1 11 1 1 ; m 1 1 1 ir 1 1 1 1 1 m 1 1 1 1 1 n 1 1 1 1 1 11 1 1 1 1 1 1 -....1 I..J I ':r: (.) II I I I I I • • I II • I I II I I I I • I I C I I I I I I I I I I[ I I l0 ~ I I~ <( J I I I I I I &" I I I I I I I I I I I I I I l I I I I I I I I I I I I I<( ~: :~ ' • • • • • • • I ' I I II I I I Iii ~--_-_• ~I -I~ 1----1, !---+, --+, --,---,+-! --,1---1, !---!, ---+ .. --,+----;, 1-----1, !---!, --+, --,+----,---,1----1,,,---+, --+, --,+----,---,1---1, ~-~----1---,+----,---,1---1, :----II L---~ .~ -' I ~· ... . ~ ·. ·_ : .!)··· '•f, -··-1----,-~ ' ~ ;~ \ 1 ! L (E) LIGHT POLE (E) RETAINING WALL TO REMAIN (VARIES 2'-4' • NO CHANGE) I I / V ------;;;; ---------. --~---··,.. ----------·': .. e=="S,C-.=~==cc;====pi===-,-==-=F-=-=-=-cc;=:::-=~---.. -.oa-=. ==1====r===ac===,==··a====;;==="""'f===,====,=== ... =·=;i . .. ··. . i /(E) PARKING STALL (TY~.).·~ (E) TREE TO REMAIN (TYP.) l (E) LIGHT POLE NO CHANGE TO REMAIN @;~L~-~J..~11.~AL EQUIPMENT LAYOUT -GROUND MOUNTS GM-3 THRU GM-4 I I I -=------~ / 0 n I II REGISTRATION UJ t) ::i a, [L N U) ~ ~ a, <( <( 0 t) t) --0 !:!: 0 u-<( 0 a. z '° 0 a, t) N U) ~w BAKER ELECTRIC, INC. 1298 PACIFIC OAKS PL. ESCOND!DO. CA 92029 (760) 745-2001 C10-161756 EXP. 8/31/2019 .. -,,,,-----,- _,__..-;;;i~- 10/05/2017 w F' F t; w 3 "' a. PROJECT NUMBER 16853 DRAWN BY IV/AE CHECKED BY DATE 10/05/2017 REVISION a.10 SHEET IDENTIFIER ,-s:t- 1--I ::::, 2 0 (.') ~~ ..JI I-1--z .-W' 2 2 a. (.') -(f) ::::, 1-- 0 z w ::::, ...I 0 t3 2 -o 0:: z I-::::, () 0 ~ 0:: UJ (.') E-103 SHEET 03 OF 06 © 2017 BAKER ELECTRIC, INC. D - C B - A 1 STRING LABEL LEGEND EXAMPLES 2A05 :: INV-2, MPPT-A, STRING #05 7B30 :: INV-7, MPPT-8, STRING #30 6A24 (14) :: INV-6, MPPT-A, STRING #24, 14 MODULES IN THE STRING I 2 I 3 I 4 I (P} GROUND MOUNT GM-5 -------------------------------------------- ,,-1· 21 '-1 11 I ··-··-··-··-··-··-··-··+-··-··-··-··-1--··- SETBACK _ __,,_ --~ (E) PROPERTY UN_E __ ----------------1 -r (E) SETBACK LINE 20' REAR YARD 22'-4" J._ - i i .. 1' _.,.,___ -.. -.. -. . . . -.. -.. -.. -.. -.. -· lf-------r- 1 O' BRUSH FREE AREA I ··-··-· ·-··-1- J • • • • • • • . : ---, f---+--+-----,,---+--+---i---+---t----t---+---1----1---+---t---t----r----t---;---;---;---;---;---i----;---;---,i----;---;----jr---;----; I l I I g I I I I I I I I I I I I I I • I I I I I I I I I l I I I ICI) I :i- (1'.)' 1--: I I I I I I I I I I :t I I I I I I I I I I I I s I I I I I I I! :~ -1 I...J 21 I I II I I I 1 11 I 1 -. I I I I II I I I n I I I I I I I I I I I 1-.::::r :Ji I 1 col @ I I I I I I II I I I I I I I I I I I I I I I I I I I I :~ I I I I I 1(!) ::;;;1 I (!): I g I !Ii I I I I I I I I I I I !I I R I I I I I I I I I I ii I I l~ W! :...J Zi I I I g I I ~ I I I II II I I I I ' I I Ii I I I I I I II I 6 I 11---,:r: _JI I() -,-1 I I I I I I I I 1 I I II I I I I I I I I I I I I I I I I I I I JI--~, ',...-(.)11----l----l----ll---+--+----l---+--+---!---+--+---!---+--+----t---t---+---+--+--t---+--+--t---+--+--t---+--+---i!----t-----l ..... ~1 I I I ~ I I I I If I I I I I I II I I I I I I I I II I I I I I I i::E ~: i i I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I : I I ~--· , ___ J I I I ·I I I J I I I ·I I I I I I I I I I I I I I I • I I I L _____ J =---=--=--=--=-------------------------.-. -------~---------------------------I Ii i----------EJ ----- I V'·1r., .====a==="f====;====r====,==-=,====e===="fl ! -. -1 i------'-------1----V -. --. (E) TREE TO REMAIN (TYP.) . . 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PARKING s,f ALL ffYP) NO CHANGE 11 :;, : ~ I J s=-~7=== I G) ~~-~~11.~AL EQUIPMENT LAYOUT -GROUND MOUNT GM-5 @ 21'-5" / (P) GROUND MOUNT GM-6 £ (E) PROPERTY LINE __ -!-_ _ __ _ _ __ _ _ __ _ /1 (E)lSETBACK LINE ____ _ I 20' REAR YARD SETBACK -.. -.. -.. :.-. -.. ~-.. _-.. ~ .. --.. -.-. = .. :.-7 '-=--~. =-_'" BRUSH~REEAR:;: l-j .~-.. -1F~--· --------------.---'<.--~-----~--'~-----~-~--~--r'<--~--~--~-~--~--~--., I l ~ I I I I I I I I I I I I I I Ii I I II l---+--+--1---+--+----'t---+---t---il----+---+---t---+--+---t---+--+----t---+--t-----{:~ I I!::: • • • • l---+--l----+--+---+--+---t----t---+--+----+--+---t--+--t----t---il----t---1----t----i ::;;; • 11 I I I I I I I I I 1 I I I I I I I _j l---+--+---1---+---+---t---+--+---il----t---+---t---+--+---t---+--+----t---+--+-----i "? • I I I l I I I I I I I I I B I~ 1----+--+---i!----+--+---t---+--+---t---1----1----t---t---+---+---t---+---+--+--1----;(.') i • • • • • • • • w z . ,-1----+---+----ir---+----+----ir---+---;----;,----1----t---1---t---1---1---t---1----t---+---1----t--~ ·-' ,I I~ I I'-' l----+---+----ir---+--+-----il----+--;----;,----1----t---1---i---1---1---i---1----t---+-------t--~·f-• • • • • • • ·I I B I I I I I I I • I ·I : <( 1----+--+----ir---+---+-----ic---+--;----;r---+----+---t---t---1---1---i---1----t---+---1----t--~·::;;; ·I : • • • • • • • ---+---+----il----+--+-----ir-=-+--;----;,----+----+---t---t---+----t---i---1---t---+----t-----t--~· ,J : If ) /1 i /I I ,, f I . I ' !1 I • • • • • ~-~--~---'~-~--~---'--~---' 1..-------· -----------------------___ __;:, _____________________ _ -~ ·,. 1rF=1~=~=~~=~==e __ , .~-·1 ... II I : I Ii J \ f ' I \I "-(E) PARKING STALL (TYP.) NO CHANGE --=\ \ L (E) TREE TO REMAIN (TYP.) @ ~~,~-~1-~).~AL EQUIPMENT LAYOUT -GROUND MOUNT GM-6 @ I I --------------- I 5 II REG!STRA TION w (.) :'.5 "' D.. N CJ'.)~ ~ "' ~5 (.) --0 LL 0 (.) -<o D.. z oc, 0 "'u N (/) ~w BAKER ELECTRIC, INC. 1298 PACIFIC OAKS PL ESCONDDO, CA 92029 (760) 745-2001 C10-161756 EXP. 8/31/2019 10/05/2017 > 0 !cl:! ~ ~ oi PROJECT NUMBER 16853 DRA'tvN ~y IV/AE CHECKED BY DATE z 0 ~ i'i' t) Cl) w 0 tu w :,: " 10/05/2017 REVISION a.10 SHEET IDENTIFIER I (0 I-I ::::, 2 0 (!) ~ ::::, ...I 0:::: I-I z I-- LU u;> 22 CL C.9 ::::, 1-oz LU ::::, ...I 0 <( 2 (.) D 0:::: z I-::::, (.) 0 LU 0:::: ul (!) E-104 SHEET 04 OF 06 © 2017 BAKER ELECTRIC, INC. D - C - B - A GM-1 GM-2 GM-3 GM-4 GM-5 GM-S 1 3 STRiNGS OF 36 ~·-~ WITH F'0'.4-ER OPTIMIZERS I 3 STRlNGS OF 36 wltJ2-L:Jils { 1 STRING OF 36 I ~--1 WfTH POWER OF71MfZERS 2 STR!NGS OF 36 w~-~1 3STRINGS OF3~ I ~--,--;:;;;;'L_j Vl~~RS j 2 STRINGS OF 34 I ~·-I WITH POWER OPTIMIZERS 1 STRING OF 34 ~·-I WfTH POv.E'i' OPTIMIZERS 3 STRINGS OF 36 W,~-~RS 2STR!NGS OF36 l ~·I -WI , ....,, TfMlZERS 1 STRING CF 36 ~-I Wl7H ER_, .. M1Zi=RS 3 STRlNGS OF 36 ~-I w oR s 1 STRING OF 36 ~---1 .. WITH POl4£R OPTTMJZEP.S 2STRINGS OF36 ~·-·!~~;----1 wk POWER 6PnMfZERS /#3i!ARECIJ -t: (P) GROUNO;NG ELECTRODE (GM-l) JBOX n, 1- J90X JBOX ~ - #6SARE;.CU -£--.._ (P) GROUNDING as::TROOE (GM-2) JG7 jBQX ~ ~ #6 MREGU -:f:-- (P)ClROUND~ a..."CTROD!: (GM•S) -JBOX JBOX '7 I '#68AREGU-£' _J (P) GROUND:NG a.ecmcoe (ROW04) 0- JBOX I JBOX ~ #a BARE CU --£"---(P) GROUNDl'IIG 1'.lEc('.:'MOOI'. ,_, JBOX 2 I 3 I 4 OPTIMIZER SPECIFICATIONS INVERTER SPECIFICATIONS INVERTER SPECIFICATIONS MODEL SOLAREDGE P800S MODEL SOLAREDGE SE20KUS MODEL MAX DC INPUT POWER 800WDC MAX OUTPUT POWER 20KWAC MAX OUTPUT POWER MAX DC INPUT VOLTAGE 80VDC CEC EFFICIENCY 98.0% CEC EFFICIENCY RATED MPPT RANGE 12.5-105 VDC OUTPUT VOLTAGE 480VAC 3PH 4W OUTPUT VOLTAGE WEIGHTED EFFICIENCY 98.6% MAX OUTPUT CURRENT 24.0AAC MAX OUTPUT CURRENT MAX OUTPUT CURRENT 18ADC MAX DC INPUT VOLTAGE 1000VDC MAX DC INPUT VOLTAGE MAX OUTPUT VOLTAGE 85VDC NOMINAL INPUT VOLTAGE 840 VDC NOMINAL INPUT VOLTAGE II.AX SYSTEM VOLTAGE 1,000 VDC WIRE.WAY SOLA.REDGE SE33.3K·USR48NNF4 WITH 11'.ffEGAATED DC DiSCONNECT NEMA 3R - f---===::---E· .~,,,, 1= .._ _____________ _ $--,..'½ (3STR1t,'SSOFJ6) ~.l.,_.! ~ ~ I Ni-01 LOSS OF AC GRJD 1/i/T,A:,=S Rsn S01.A~DGE SE33.3K-USR48NNF4 \"'i1TH !NTEGRA.TED OC DiSCONNECT NE.V.A 3R "--~;,;;:-;;,-----1·~~. ·;:1.."' ·I= I {3.sm!NGSOF~ _,.,_ ' I ....r.::::,,_;. i---i IW~ LOS.S OFACGffJD f/l,7J7ATH;RSO SOLAREDGE SE33.3K-USR48NNF4 WlTHENTEGRATED DC DiSCONNECT NEMA. 3R f-----====---t1'~e;:,.:il~---f--------------, (3STT'.JNGSOF~ !~-l_j ~ i ' NV-03 SOlAREDGE SE.33.3K-L!SR46NNF~ WIT.---l INTEGRATED OC DISCCNNE.CT NEMA 3R ' ------F".01~1· -~--i----, fsr I 1-----------------~ <3s;;w;ss OF~ i~-1....j ~ LOSS OFAC GPJD-i/'lfr",ATES F.W SOLAREDGE SE33.3K~USR48NNF4 WiTH 11'.'TEGRATED iJC DfSCONNECT NEMA 3R f---cc=-:-=::-----t>;':~ = ~-1------------psmJNGSOFM) ~ _ / ~- NV--05 LCSS OFAC G.'<!D iN/T1ATSS RSQ SOU\REDGE SE33.3K-USR48NNF4 W!Tt-l lfl.!TEGRA TED DC DISCONNECT NEMA 3R LOSS OF AC GRID !NITIAT!!S F<S0 sv .... 'ITCHGEAR PVDISC-1 FUSIBLI: LOCKABLE UTIU1Y l)ISCONNECT 480Yl'ZT/VAC 3?H 4W PANELOOARD PV-1 1,200A BUS NEMA 3R xxkAIC 480Y/2TNAC 3PH 4W 400A BUS MLO 800AF / 1,200AS NEMA3RxxkA[C ~ ~-----f----------------------,~350A3P(PV~1) .._ 1 __f"\. 50A3P (INV-01) r-...f'J350A3P (PV-2) ~-< _f\._. 50A 3P (INV-02} SOLAREDGE SE33.3KUS 33.3 KWAC 98.5% 480VAC 3PH 4W 40.0MC 1000 VDC 840VDC L--+--".f--... 50A3? (INV-03) ~--I __,r--. 50A3P (!NV-04) SOlAREDGE SE33.3K-USR45NNF4 -i ..,_ r CTs & VTAP TO DATALOGGER ~----..._; SEE SHEET E~XXX VVITH !1'.'TEGRATED '----+-1--i\.. 50ASP (INV-05) DC D!SCONNECT NE..,_1/>._ 3R ,r-,. ~---I __,_. ._ 50A 3P (INV-06) 1--------------F.:~t-! A---1---------------------,-.f"\.. 5CA3P{INV-07) (3STRJNGSOF36} 1~-L.-• ~ ,~ -i lW'V7 ! I I I I L0!/8 Of' M; G.W INITIATES RSD L--·---------·---------·-----------------------------------------------·----------_J WIRE.WAY SOLAR.EDGE SE33.3K-USR48NNF4 Vv'lTH :t•iTEGRATED !JC DfSCONNECT NEMA 3R ,~..,._1A ~ I ir-r 1= 1----,,,:-:~=-=.,=-=.,,,=.=~,:--, ----i,"l"";!'.· ~ • .t_j ~+------------------, i~ I ?1."1-06 LOSS OFACGR!D IN{fl.J!TES~ SOLAREDGE SES3.3K-USR48NNF4 W!TH INTEGRATED OC DiSCCNNECTNEMA3R f---====-----4:':'!~'1··---'"""''"'~"' i~--==-i 1 !l'N-09 LCSSCFACG.'<IDJJ',1J'1A.7ESRS 3 STRINGS OF 36 ~ ... f"oii?!---- w~ ~s -i,.... ---------, SOU\H.EDGE SESS.3K-USR48NNF4 WITH INTEGRATED 1 STRING OF 32 ~--~1~-r------------------j WITH POWER OPTlMIZERS 1 STRING OF 30 lci'l,-1 ~....,,M, ...... ,S S STRINGS OF 34 ~--1 ~--·M·--·S JBOX ~ 3STRINGIS~O~F~34~-;--l----------7 r.ii?l••I -wlfHPo'~.~ RS - 3 STRINGS OF 36 ~·-·r:,· ~-~_) W!TH PO'NER OFTfMIZERS l/81lA.":EOJ -;::--...._ (P) GROUNDING EI.ECTI<ODE \GM-e) (P) GROUNDt./G El.SCTR005a "'""" --,- I l DC D!SCONNECT NEMA SR ;~,A f-----=-===----1':. "'::',,ll= ~ .. f-----------~ /3STT>.JNGSOF35J ~......_ -....._,... ! ~/ !NV·1U LOSS Of'AC GRID INITIATES RSiJ SOLAREOGE; SE20KUS WITH iNTEGRAlED DC DiSCONNECT NEMA 3R 1----,-,,-,_-_"'_"' __ -,,-,---i!~i = ~,_--------------~ ~ /~1 DGDISCONNECT SWITCH INITlA'IT'S RSD SEfOOCJ.RSDKirREOUIRED(1 Kff PER 51/1'/) SOLAREDGE SE33.3K~USR48NNF4 WITH INTEGRATED DC DlSCONNECT NEMA 3~ f---,===---l:'·,:~?J?:'" ! ·11-~f--------------, 1'3=iNGSOF34/ ;~ / ~2 LOSS OF AC GRID iNmA:ES RSD SOL.~REDGE SE33.3K-USR48NNF4 WiTH 1NTEGRATED DC DlSCONNECT NE,\~A 3R ,.,,,_,,__,A i.=t;::;rj~I= f------=-====---t!::?aS?',,,1 -1-----------~ (J SiRiffGS CF .:W, _._ ----.::,- i NY-1S LOSS OF AC GRID IN!l14.1E> RBD $0l.AREDGE SE33.3K-USR48NNF4 wm-1 !NTEGAATED DC D!SCONNECT NEMA 3R ~ PANELBOARD PV~2 480Y/2TNAC 3PH 4W 400A BUSMLO NEMA. 3RxxkAIC _r-._ 50A 3P (INV-OS) .r-.. 50A 3P (!NV-09) ,\-50A 3P (!NV-10) --r---~ 30A3?(1NV·11) .r-.. 50A3P (INV-12) --r---~ 50A 3P (INV-13} !~I~ 1----------..;,;;:;;,,: '1 ____ -,_-----------------+ (SSTR!NGSO.c35; ,~t -~ .r-.. 50A 3P {!NV-14} i~-1 11\.'V-1.: LOSS OF AC GRID /NfTIA.TiiS /:/SD . ! I I _J I 5 PV MODULE SPECIFICATIONS PV SYSTEM OVERVIEW MODEL POWER(STC) POWER(CEC) voe VMP ISC LG ELECTRONICS LG400N2W-A5 400.0WDC 368.4 WDC 49.3 VDC 40.6VDC 10.47 ADC IMP 9.86ADC voe TEMP, COEFFICiENT -0.26 %/°C ISC TEMP. COEFFICIENT 0.02 %i°C MAXSYSTEMVOLTAGE 1,500VDC MAX SERIES FUSE 20 ADC DC SYSTEM SIZE AC SYSTEM SIZE PVMODULES INVERTER(S) MAX. DC VOLTAGE AC VOLTAGE HIGH DESIGN TEMP. LOW DESIGN TEMP. ARRAYTiLT ARRAY AZIMUTH (E} MAiN SERVICE BOARD MSA1 480Y/277VAC 3PH 4W 3,000A SUS ALL SECTIONS NEMA 1 fi5kA!C MSB-1 729.6 kWDC-STC 655.0 kWAC (1,448} LG ELECTRONICS LG400N2W-A5 (13) SOLAREDGE So::33.3KUS (1) SOLAREDGE SE2CKUS 1000VDC 480VAC 30°C 1°C 28° (ALL GROUND MOUNTS) 180° (ALL GROUND MOUNTS) I @ -+---+--+--(E) SDG&E METER#6700590 <----+---+--+--POCC PER NEC 705.12{A) TO (E) 6 LOADS : TO (E) • LOADS: ~,----._ I VIA (P) UL COMPLIANT BUS TAP ,)MAIN 'i 3,000AF ...r-.. 1 3,000AT ----'-l-----+-f---' G~ -------~----------"?----------f I I ,;- (E) GROUNDING ELECTRODE SYSTEM ( (E) UTiLiTY SERVICE ENTRANCE ~----'-, 65,000Ar-.l'AXFAULT ) CURRENT AVAILABLE I._ ______________ GROUND MOUNT ARRAYS ----------------:---1 -------------------PAD NEAR ARRAYS ---------------------i--1 -------------------PAD NEAR ARRAYS---------------------!_: I I I G) ~}~~LE LINE DIAGRAM -MSA1 Ja-::e PlotceC Oct 05, 2C'. / I I I I .. 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Pre-engineered and tested for easy permitting " No cross-bracing required SOLAR Ororl ·~+-~ '\. ~i ~\ I "-,1;,<;,k J ' ._,.,.,_,, -a,.,_a-,,,.,\"i.t ... ' <---?" ' ¥-1'~, REGISTRATION llJ u :5 "' 0. N Cl) ?;l ~ "' <( <( Ou u . -0 IL 0 (.) -<( 0 0. is co u "' (/) ~w BAKER ELECTRIC, INC. 1298 PACIFIC OAKS PL ESCOND DO, CA 92029 (760: 745-2001 C10-161756 EXP. 8/31/2019 ,/' _...--z.:L_--/ -... _ 10/05/2017 IJ.l ;= ;:: t, L!J a "' a. w <( PROJECT NUMBER 16853 ORAWNBY IV/AE CHEC ED BY DATE z 0 ~ a: 0 (I) LlJ 0 ti:i LlJ :,: (/) 10/05/2017 REVISION a.10 SHEET IDENTIFIER E-801 SHEET 09 OF 06 C/J w 5 LL ~ w (J w 0:: LL 0 z <( C/J 1-w w :r: C/J ~ 0 © 2017 BAKER ELECTRIC, INC. \\ ))--,:7 ;r.,_,,_• ~i / i / /\\ ~ \~ / i . I I N $ Site Plan i1~: N.T.S. ·. 1 '-----~" STRUCTURAL SHEET INDEX S-0.0 STRUCTURAL NOTES S-1.0 SOLARDETAILS S-1.1 ROOF FRAMING PLAN BASIS OF DESIGN 1. THE STRUCTURAL DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE {C.B.C.) 2. SEISMIC DESIGN DATA: ASCE 7-10 OCCUPANCY CATEGORY SEISMIC IMPORTANCE FACTOR MAPPED SPECTRAL ACCELERATION SITE CLASS SITE COEFFICIENT II Ip= 1.0 Ss = 1.171 g D Fa:::: 1.0 Sds = 0.805 g DESiGN SPECTRAL ACCELERA T10N SEiSM!C DESIGN CATEGORY ANALYSIS PROCEDURE USED D NONSTRUCTURAL COMPONENTS 3:·-~~ENT SElSMIC DESiGN DATA COMPdt-!ENT OTHER MECH,OR ELECT. COMPONENTS 4. WtND DESiGN DATA: ASCE 7~10 BASfC WIND SPEED EXPOSURE CATEGO'<Y ENCLOSURE CATEGORY GUST & INTERNAL PRESSURE COEFF DIRECTIONALITY FACTOR TOPOGRAPH!C FACTOR fil! 1.0 V= 110 mph B ENCLOSED GCpi =0.18 Kd = 0.65 Kt= LOO GENERAL NOTES A. GENERAL Bl1 1.5 1. SPECIFIC NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SrAI..L TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. WHERE NO DETAILS ARE SHOWN OR NOTED IN ANY PART OF THE WORK THE DETAILS FOR OTHER SIMILAR WORK SHALL APPLY. 3. DETAILS IDENTIFIED AS TYPICAL, SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY UKE CONDITION WHETHER OR NOT THE REFERENCE !S REPEATED. 4. THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED. COORDINATE DIMENS!ONS WITH MECHANlCAL DRAW!NGS. 5. STANDARDS REFERENCED ON TriE STRUCTURAL DRAWINGS REFER TO THE EDITION APPLICABLE UNDER THE CURRENT BUILDING CODE. 6. THE RESPONSIBILITY FOR THE REVIE'N AND COORDINATION OF DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE CONTRACTOR. DISCREPANCIES THAT EXIST SHALL BE BROUGHT TO THE ATTENTiON OF THE ENGINEER IN A TiMELY WANNER, PR!OR TO START OF RELATED CONSTRUCTION. 7. WORK PERFORMED INCONFL!CT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 8. DIMENSiONS, ELEVATIONS, AND SITE CONDiTIONS SHALL BE VERIFIED BEFORE ST/\RTiNG RELATED WORK.A.ND THE ENGINEER NOT!FIED OFDISCREPANCIES IN A TIMELY W,1\NNER. 9. ~'J\TERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF APPLICABLE REGULATIONS AND THE BUILDING CODE AS AMENDED AND ADOPTED BY THE BUILDING OFF!CIAL. B. TEMPORARY WORK AND SITE SAFETY 1. THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE DESiGN OR F!ELD VERiFICATlON OF TEMPORARY AND ANC!LLARY WORK. 2. THE RESPONSIBiLiTY FOR SAFETY IN AND AROUND THE JOSSiTE SHALL BEAR ON THE CONTRACTOR. PROPER A~D SAFE METHODS OF CONSTRUCTION SHALL BE EMPLOYED AT ALL T!MES iNCLUDING THE STABILIZING OF INCOMPLETE STRUCTURES, FDRMWORK, SHORING, RESHORiNG, FALSEWORK, PLATFORMS, SCAFFOLD!NG, BARRIERS, WAL'l'JNAYS, ETC. AND INCLUDING CONTROL OF THE !NTENS!TY, DURATION AND LOCATION OF CONSTRUCTION LOADS. OCT 11 1 ?·"'" -li1/ ENGINEER: r Electric Established 1938 PROJECT INFORMATION: IONIS PHARMACEUTICALS 2855 GAZELLE COURT CARLSBAD, CA 92010 CURRENT ISSUE DATE: 09/29/17 ISSUED FOR: PLAN CHECK REVISIONS: No. Description Date I I -~ I ·~--- ~ ' ' ' ! 1-' ' I I I i I l ____________ l~-~i CONSULTANT: LICENSE: QA/ QC STAMP: i DRAWN BY: i BAJ DESIGNED BY: GG CHECKED BY: TKJ , APPROVED BY: TKJ SHEET TITLE: 9820 willow creek road suile455 san ciego, ca 92131 (p)858.649.1700 (e} t!q@&-jse.com www.tkjse.com Structural Notes & Site Plan SCALE: AS NOTED SHEET NUMBER: S-0.0 17103 2'-6"MAXOH "' I TYP CONCRETE FOOTING PER DETAIL --~- LG 400N2W-A5 F1V MODULE 1112" SCH. 40 GALV. 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I ! ·-. , ..>--~ 112ft SCHEDLlLE40 GALVk\JiZED P!PE I " I i/ ' I 1r-CONCRETE FOOT1NG ./ ,// -~-, ------+ I ~I 2 . ' N - j I I I ,i L I' ·--'- &i i ---~--'\c· 12"0 )'-------~J- .,-.. TYP. CONC. FOOTING DETAIL ,: A ::~---------------~- b1 ' .. ; ! ;~ 11/2" SCHEDULE 40 GALVANIZED PIPE ./ --CONCRETE FOOTING , {~-----------,( .-, TYP. FOOTING DETAIL ( B ':---------------·,_/, 6, ' ' "' I I i i l ' :---CONCRETE FOOT!NG 1 I ~----~ ·~ ! 24"0 • , TYP. FOOTING DETAIL , B ---------------- ~ f------------------------------------------------------------------------------------------------------------------------------ 1 i s ~ I ffi ~ ~ ~ i w m g I ~ i il i I f E a I ' @ § • m ~ ~ ~ ~ ~ ~ I ii ~ 5 ~ ~ . 0 ~ ~ ~ w " ~ ! ! 0 i ~ @ ~ ~ I ii ~i MAX OVERHANG SPACING PER PLA"J ,!'-------,(--------------~ PER PLAN ~ -------------- Footing Details ~\1 1 1/2" = 1'-0" \ / "--/ ~ 6 ' '--DIAM PER DETAILS .~ S stem Section / 2 \ 1/2" = 1'-0"' \ / '--.____/' ENGINEER: r Electric Established 1938 PROJECT INFORMATION: IONIS PHARMACEUTICALS 2855 GAZELLE COURT CARLSBAD, CA 92010 CURRENT ISSUE DATE: 09/29/17 ISSUED FOR: PLAN CHECK REVISIONS: Description i Date I I I ' I ' I I I ' ' ' ' ' ' ' 1----i-- I I ' I i ' ' CONSULTANT: LICENSE: QAiQCSTAMP: ; DRAWNBY: I BAJ I DESIGNED BY: ' GG , CHECKED BY: TKJ I APPROVED BY: TKJ SHEET TITLE: I ' ·- I ' ! ' I l I I ' I i I 9820 willo'N creek road suHe 455 san diego, ca 92131 (p) 858.649.1700 (e) tkj@tkise.com www.tkjse.com i I ' • Details SCALE: AS NOTED SHEET NUMBER: 5-2.0 17103