4574_Phase_1_Plans.pdf

AutoCAD SHX Text PROJECT MANAGER: ANTHONY PASEK ANTHONY PASEK EMAIL: paseka@saccounty.gov paseka@saccounty.gov OFFICE: (916) 875-6971 (916) 875-6971 ARCHITECTURAL SERVICES DIVISION COUNTY JOC COORDINATOR: ED GO EMAIL: goe@saccounty.net OFFICE: (916) 876-6343 BUILDING CONSTRUCTION MANAGEMENT INSPECTOR: CORDELL TRUMBO CORDELL TRUMBO EMAIL: trumboc@saccounty.gov trumboc@saccounty.gov CELL: (916) 307-0127(916) 307-0127

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SCALE : NONE

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1. THE WORK MUST BE PERFORMED AND COMPLETED ACCORDING TO THE WORK MUST BE PERFORMED AND COMPLETED ACCORDING TO THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS PROVIDE THE DETAILS FOR COMPLETING THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT. 2. THE CONTRACTOR MUST DO ALL OF THE WORK AND FURNISH ALL THE CONTRACTOR MUST DO ALL OF THE WORK AND FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND APPLIANCES, NECESSARY OR PROPER, FOR PERFORMING AND COMPLETING THE WORK, INCLUDING CHANGE ORDER AND DISPUTED WORK DIRECTED BY THE AGENCY IN CONFORMITY WITH THE TRUE MEANING AND INTENT OF THE CONTRACT. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ANY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. WORK NOT COVERED IN THE CONTRACT DOCUMENTS WILL NOT BE REQUIRED UNLESS IT IS CONSISTENT THEREWITH OR IS REASONABLY INFERABLE WHEREFROM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. WORDS AND ABBREVIATIONS WHICH HAVE WELL-KNOWN TECHNICAL OR TRADE MEANINGS ARE USED IN THE CONTRACT DOCUMENTS IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN. 4. THE ORGANIZATION OF THE SPECIFICATIONS INTO DIVISION, SECTIONS THE ORGANIZATION OF THE SPECIFICATIONS INTO DIVISION, SECTIONS AND ARTICLES, AND THE ARRANGEMENT OF THE DRAWINGS SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 5. IF ANY PORTION OF THE CONTRACT DOCUMENTS SHALL BE IN IF ANY PORTION OF THE CONTRACT DOCUMENTS SHALL BE IN CONFLICT WITH ANY OTHER PORTION, THE VARIOUS DOCUMENTS COMPRISING THE CONTRACT DOCUMENTS SHALL GOVERN IN THE ORDER OF PRECEDENCE AS HEREIN SET FORTH ACCORDING TO THEIR LATEST DATE OF EXECUTION; A. WRITTEN AMENDMENT TO THE CONTRACT AGREEMENT, THE WRITTEN AMENDMENT TO THE CONTRACT AGREEMENT, THE CONTRACT AGREEMENT AND ADDENDA; B. THE SPECIFICATION TAKE PRECEDENCE OVER DRAWINGS FOR THE THE SPECIFICATION TAKE PRECEDENCE OVER DRAWINGS FOR THE SPECIFIC TYPE OR QUALITY OF MATERIALS OR THE QUALITY OF INSTALLATION; C. THE DRAWINGS TAKE PRECEDENCE OVER THE SPECIFICATIONS WITH THE DRAWINGS TAKE PRECEDENCE OVER THE SPECIFICATIONS WITH REGARD TO QUANTITIES, LOCATIONS OR DETAIL OF INSTALLATION; D. AS BETWEEN SCHEDULES AND GENERAL NOTES GIVEN ON AS BETWEEN SCHEDULES AND GENERAL NOTES GIVEN ON DRAWINGS, THE GENERAL NOTES SHALL TAKE PRECEDENCE; E. AS BETWEEN GENERAL NOTES GIVEN ON DRAWINGS AND SPECIFIC, AS BETWEEN GENERAL NOTES GIVEN ON DRAWINGS AND SPECIFIC, DETAILED NOTES, THE LATTER SHALL TAKE PRECEDENCE; F. AS BETWEEN LARGE-SCALE DRAWINGS AND SMALL-SCALE AS BETWEEN LARGE-SCALE DRAWINGS AND SMALL-SCALE DRAWINGS, THE LARGER SCALE SHALL TAKE PRECEDENCE. G. SPECIFICATIONS HAVING GREATER DETAIL OR SPECIFICITY; AND SPECIFICATIONS HAVING GREATER DETAIL OR SPECIFICITY; AND DETAILS TAKE PRECEDENCE OVER GENERAL DRAWINGS. 6. ANY MATERIAL OR OPERATION SPECIFIED BY REFERENCE TO ANY MATERIAL OR OPERATION SPECIFIED BY REFERENCE TO PUBLISHED SPECIFICATIONS OF A MANUFACTURER, A SOCIETY, AN ASSOCIATION, A CODE, OR OTHER PUBLISHED STANDARD, SHALL COMPLY WITH REQUIREMENTS OF THE LISTED DOCUMENT WHICH IS CURRENT ON DATE OF RECEIPT OF BIDS. IN CASE OF A CONFLICT BETWEEN REFERENCED DOCUMENT AND PROJECT SPECIFICATIONS, PROJECT SPECIFICATIONS SHALL GOVERN. IN CASE OF A CONFLICT BETWEEN REFERENCED DOCUMENTS, THE ONE HAVING MORE STRINGENT REQUIREMENTS SHALL GOVERN. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANYTHING OMITTED BUT REASONABLY AND FAIRLY IMPLIED. 7. DURING THE COURSE OF THE WORK, IF THE CONTRACTOR DISCOVERS DURING THE COURSE OF THE WORK, IF THE CONTRACTOR DISCOVERS DISCREPANCIES, ERRORS, OR OMISSIONS BETWEEN THE CONTRACT DRAWINGS AND CONDITIONS IN THE FIELD, OR ERRORS OR OMISSIONS IN THE CONTRACT DRAWINGS, THE SPECIFICATIONS THE CONTRACTOR MUST INFORM THE AGENCY IMMEDIATELY, AND THE AGENCY WILL PROMPTLY VERIFY THE SAME. WORK DONE AFTER DISCOVERY, UNTIL AUTHORIZED BY THE AGENCY, IS DONE AT THE CONTRACTOR'S RISK.

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DATE

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REVISIONS:

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DESIGN BY:

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DRAWN BY:

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DESCRIPTION

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NO.

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FACILITY NO.

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SHEET NO.

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PROJECT TITLE:

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SHEET TITLE:

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LOG NO.

AutoCAD SHX Text 06/05/2024

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ISSUED: BID SET

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DK

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BT

AutoCAD SHX Text 00249

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COVER SHEET

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SYMBOLS LIST & ABBREVIATIONS

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ONE LINE DIAGRAMS - PHASE 1

AutoCAD SHX Text PROJECT WORKING HOURS SECURE NORMAL WORKING HOURS 6:30AM-6:00PM MONDAY-FRIDAY SECURE OTHER THAN NORMAL WORKING HOURS 6:00PM- 6:30AM MONDAY-FRIDAY AND WEEKENDS

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LIVE SCAN WILL BE NOT BE REQUIRED.

AutoCAD SHX Text THIS PROJECT IS FOR THE INSTALLATION OF NEW LEVEL III ELECTRIC VEHICLE CHARGING STATIONS (EVCS) TO THE TRUCK PARKING AREA NORTH OF THE NARS ADMINISTRATION BUILDING. THE PROJECT WILL CONSIST OF THE INSTALLATION OF ONE SINGLE ACCESS EVCS AND TWO DOUBLE ACCESS EVCS. POWER WILL ORIGINATE IN THE EXISTING SWITCHBOARD IN THE ADMINISTRATION BUILDING. ( ALL EVCS CHARGING SPACES ARE FOR USE OF THE COUNTY OF SACRAMENTO TRUCK FLEET ONLY. )

AutoCAD SHX Text BRIAN LIEBICH, PRINCIPAL ENGINEER, DATE DATE DEPARTMENT OF WASTE MANAGEMENT AND RECYCLING COMMUNITY SERVICES KIETH GOODRICH, DIRECTOR, DATE DATE DEPARTMENT OF WASTE MANAGEMENT AND RECYCLING COMMUNITY SERVICES

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PARTIAL SITE - ELECTRICAL PLAN

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ELECTRICAL DETAILS

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STRUCTURAL DETAILS

AutoCAD SHX Text SACRAMENTO COUNTY CODE TITLE 16 BUILDINGS AND CONSTRUCTION ADOPTING THE FOLLOWING CODES WITH AMENDMENTS: CALIFORNIA CODE OF REGULATIONS (C.C.R.) INCORPORATES BY ADOPTION, A PORTION OF THE CALIFORNIA BUILDING BY ADOPTION, A PORTION OF THE CALIFORNIA BUILDING BY ADOPTION, A PORTION OF THE CALIFORNIA BUILDING ADOPTION, A PORTION OF THE CALIFORNIA BUILDING ADOPTION, A PORTION OF THE CALIFORNIA BUILDING A PORTION OF THE CALIFORNIA BUILDING A PORTION OF THE CALIFORNIA BUILDING PORTION OF THE CALIFORNIA BUILDING PORTION OF THE CALIFORNIA BUILDING OF THE CALIFORNIA BUILDING OF THE CALIFORNIA BUILDING THE CALIFORNIA BUILDING THE CALIFORNIA BUILDING CALIFORNIA BUILDING CALIFORNIA BUILDING BUILDING BUILDING STANDARDS CODE, INCLUDE THE FOLLOWING PARTS WITH ALL ADOPTED CODE, INCLUDE THE FOLLOWING PARTS WITH ALL ADOPTED CODE, INCLUDE THE FOLLOWING PARTS WITH ALL ADOPTED INCLUDE THE FOLLOWING PARTS WITH ALL ADOPTED INCLUDE THE FOLLOWING PARTS WITH ALL ADOPTED THE FOLLOWING PARTS WITH ALL ADOPTED THE FOLLOWING PARTS WITH ALL ADOPTED FOLLOWING PARTS WITH ALL ADOPTED FOLLOWING PARTS WITH ALL ADOPTED PARTS WITH ALL ADOPTED PARTS WITH ALL ADOPTED WITH ALL ADOPTED WITH ALL ADOPTED ALL ADOPTED ALL ADOPTED ADOPTED ADOPTED AMENDMENTS: TITLE 24 2022 CALIFORNIA ADMINISTRATIVE CODE (C.A.C.) THE 2022 EDITION OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, 2022 EDITION OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, 2022 EDITION OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, EDITION OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, EDITION OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, ADMINISTRATIVE CODE, TITLE 24, ADMINISTRATIVE CODE, TITLE 24, CODE, TITLE 24, CODE, TITLE 24, TITLE 24, TITLE 24, 24, 24, PART 1, C.C.R 2022 CALIFORNIA BUILDING CODE (C.B.C) INCORPORATES BY ADOPTION, BASED ON 2021 INTERNATIONAL BUILDING CODE, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 2 C.C.R. 2022 CALIFORNIA ELECTRICAL CODE (C.E.C) INCORPORATES BY ADOPTION, BASED ON 2020 EDITION OF THE NATIONAL ELECTRIC CODE OF NATIONAL FIRE PROTECTION ASSOCIATION, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 3 C.C.R. 2022 CALIFORNIA MECHANICAL CODE (C.M.C) INCORPORATES BY ADOPTION, BASED ON 2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 4 C.C.R. 2022 CALIFORNIA PLUMBING CODE (C.P.C.) INCORPORATES BY ADOPTION, BASED ON 2021 UNIFORM PLUMBING CODE BY ADOPTION, BASED ON 2021 UNIFORM PLUMBING CODE BY ADOPTION, BASED ON 2021 UNIFORM PLUMBING CODE ADOPTION, BASED ON 2021 UNIFORM PLUMBING CODE ADOPTION, BASED ON 2021 UNIFORM PLUMBING CODE BASED ON 2021 UNIFORM PLUMBING CODE BASED ON 2021 UNIFORM PLUMBING CODE ON 2021 UNIFORM PLUMBING CODE ON 2021 UNIFORM PLUMBING CODE 2021 UNIFORM PLUMBING CODE 2021 UNIFORM PLUMBING CODE UNIFORM PLUMBING CODE UNIFORM PLUMBING CODE PLUMBING CODE PLUMBING CODE CODE CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL ASSOCIATION OF PLUMBING AND MECHANICAL ASSOCIATION OF PLUMBING AND MECHANICAL OF PLUMBING AND MECHANICAL OF PLUMBING AND MECHANICAL PLUMBING AND MECHANICAL PLUMBING AND MECHANICAL AND MECHANICAL AND MECHANICAL MECHANICAL MECHANICAL OFFICIALS, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 5, C.C.R. 2022 CALIFORNIA ENERGY CODE THE 2022 EDITION OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 2022 EDITION OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 2022 EDITION OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 EDITION OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 EDITION OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 OF THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 THE CALIFORNIA ENERGY CODE, TITLE 24 PART 6 CALIFORNIA ENERGY CODE, TITLE 24 PART 6 CALIFORNIA ENERGY CODE, TITLE 24 PART 6 ENERGY CODE, TITLE 24 PART 6 ENERGY CODE, TITLE 24 PART 6 CODE, TITLE 24 PART 6 CODE, TITLE 24 PART 6 TITLE 24 PART 6 TITLE 24 PART 6 24 PART 6 24 PART 6 PART 6 PART 6 6 6 C.C.R. 2022 CALIFORNIA FIRE CODE (C.F.C.) INCORPORATES BY ADOPTION, BASED ON 2021 INTERNATIONAL FIRE CODE, BY ADOPTION, BASED ON 2021 INTERNATIONAL FIRE CODE, BY ADOPTION, BASED ON 2021 INTERNATIONAL FIRE CODE, ADOPTION, BASED ON 2021 INTERNATIONAL FIRE CODE, ADOPTION, BASED ON 2021 INTERNATIONAL FIRE CODE, BASED ON 2021 INTERNATIONAL FIRE CODE, BASED ON 2021 INTERNATIONAL FIRE CODE, ON 2021 INTERNATIONAL FIRE CODE, ON 2021 INTERNATIONAL FIRE CODE, 2021 INTERNATIONAL FIRE CODE, 2021 INTERNATIONAL FIRE CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL FIRE CODE, FIRE CODE, FIRE CODE, CODE, CODE, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 9, C.C.R. 2022 CALIFORNIA EXISTING BUILDING CODE INCORPORATES BY ADOPTION, BASED ON 2021 INTERNATIONAL EXISTING BY ADOPTION, BASED ON 2021 INTERNATIONAL EXISTING BY ADOPTION, BASED ON 2021 INTERNATIONAL EXISTING ADOPTION, BASED ON 2021 INTERNATIONAL EXISTING ADOPTION, BASED ON 2021 INTERNATIONAL EXISTING BASED ON 2021 INTERNATIONAL EXISTING BASED ON 2021 INTERNATIONAL EXISTING ON 2021 INTERNATIONAL EXISTING ON 2021 INTERNATIONAL EXISTING 2021 INTERNATIONAL EXISTING 2021 INTERNATIONAL EXISTING INTERNATIONAL EXISTING INTERNATIONAL EXISTING EXISTING EXISTING BUILDING CODE, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & CODE, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & CODE, WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & WITH CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & CALIFORNIA AMENDMENTS; TITLE 24, PART 8, 10 & AMENDMENTS; TITLE 24, PART 8, 10 & AMENDMENTS; TITLE 24, PART 8, 10 & TITLE 24, PART 8, 10 & TITLE 24, PART 8, 10 & 24, PART 8, 10 & 24, PART 8, 10 & PART 8, 10 & PART 8, 10 & 8, 10 & 8, 10 & 10 & 10 & & & 12, C.C.R. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE THE 2022 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS 2022 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS 2022 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS OF THE CALIFORNIA GREEN BUILDING STANDARDS OF THE CALIFORNIA GREEN BUILDING STANDARDS THE CALIFORNIA GREEN BUILDING STANDARDS THE CALIFORNIA GREEN BUILDING STANDARDS CALIFORNIA GREEN BUILDING STANDARDS CALIFORNIA GREEN BUILDING STANDARDS GREEN BUILDING STANDARDS GREEN BUILDING STANDARDS BUILDING STANDARDS BUILDING STANDARDS STANDARDS STANDARDS CODE, TITLE 24 PART 11 C.C.R. 1. ALL WORK, MATERIALS, ETC..., SHALL CONFORM TO THE COUNTY OF ALL WORK, MATERIALS, ETC..., SHALL CONFORM TO THE COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECIFICATIONS DATED JANUARY 1, 2017, UNLESS NOTED OTHERWISE IN THESE PLANS, CONTRACT DOCUMENTS OR TECHNICAL SPECIFICATIONS. 2. CONTRACTOR SHALL FOLLOW ALL LOCAL AND STATE LAWS PERTAINING CONTRACTOR SHALL FOLLOW ALL LOCAL AND STATE LAWS PERTAINING TO THE CONSTRUCTION OF THIS PROJECT. 3. ANY OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS ANY OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. THE MOST RESTRICTIVE REQUIREMENTS SHALL APPLY. NOTHING IN THESE PLANS AND SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR OTHER CODES APPLICABLE TO THIS PROJECT.

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1. CONTRACTOR SHALL ONLY TAKE DIRECTION, VERBALLY OR WRITTEN, CONTRACTOR SHALL ONLY TAKE DIRECTION, VERBALLY OR WRITTEN, FROM COUNTY OF SACRAMENTO, CONSTRUCTION MANAGEMENT AND INSPECTION DIVISION (CMID) CONSTRUCTION MANAGER, RESIDENT ENGINEER, AND PROJECT INSPECTOR. 2. ALL CORRESPONDENCES (RFI, SUBMITTAL, CORRESPONDENCE) ALL CORRESPONDENCES (RFI, SUBMITTAL, CORRESPONDENCE) SUBMITTED TO CMID. CMID WILL DESIGNATE CONTACT PERSON AT PRE-CONSTRUCTION MEETING. 3. IIPP, CSWP, CSSP, TSSP, AND 24 HOUR EMERGENCY LIST MUST BE IIPP, CSWP, CSSP, TSSP, AND 24 HOUR EMERGENCY LIST MUST BE SUBMITTED AND APPROVED BEFORE CONTRACTOR CAN MOBILIZE ON SITE. 4. BASELINE SCHEDULE SHALL BE SUBMITTED BEFORE BASELINE SCHEDULE SHALL BE SUBMITTED BEFORE PRE-CONSTRUCTION MEETING CAN BE SCHEDULED. 5. CONTRACTOR SHALL SUBMIT ALL USA TICKETS TO CMID. CONTRACTOR SHALL SUBMIT ALL USA TICKETS TO CMID. 6. 72 HOUR NOTICE IS REQUIRED FOR ALL UTILITY SHUTDOWNS. 72 72 HOUR NOTICE IS REQUIRED FOR ALL UTILITY SHUTDOWNS. 72 HOUR NOTICE TEMPLATE WILL BE SUBMITTED TO CONTRACTOR AT THE PRE-CONSTRUCTION MEETING.

AutoCAD SHX Text WASTE MANAGEMENT PLAN APPROVAL CALGREEN PROJECTS (CHS 16.34 AND 6.20 OF COUNTY CODE). ALL NEW BUILDINGS, FULL DEMOLITIONS, AND ALTERATIONS / REMODELS $200K AND OVER IN VALUE ARE REQUIRED TO HAVE AN APPROVED WASTE MANAGEMENT PLAN (WMP) FOR CONSTRUCTION AND DEMOLITION DEBRIS. THE FORM CAN BE FOUND AT: WWW.WMR.SACCOUNTY.NET/PAGES/CONSTRUCTION-DEMOLITION.ASPX REQUIREMENTS TO BE MET PRIOR TO SIGN-OFF: WMP SUBMITTED TO WASTELOG@SACCOUNTY.NET AND APPROVED WHOM CAN SIGN-OFF: BRETT NICHOLS (CMID); DAVE GHIRARDELLI (DWMR); BUILDING INSPECTION SUPERVISORS AS NECESSARY OWNING AGENCY: SACRAMENTO COUNTY DWMR OWNING AGENCY CONTACT INFO: DAVE GHIRARDELLI 875-4049, WASTELOG@SACCOUNTY.NET CALGREEN RECYCLING COMPLIANCE (FINAL HOLD) CALGREEN PROJECTS (CHS 16.34 AND 6.20 OF COUNTY CODE). ALL NEW BUILDINGS, FULL DEMOLITIONS, AND ALTERATIONS / REMODELS $200K AND OVER IN VALUE ARE REQUIRED TO HAVE AN APPROVED WASTE MANAGEMENT PLAN (WMP) FOR CONSTRUCTION AND DEMOLITION DEBRIS. THE FORM CAN BE FOUND AT: WWW.WMR.SACCOUNTY.NET/PAGES/CONSTRUCTION-DEMOLITION.ASPX REQUIREMENTS TO BE MET PRIOR TO SIGN-OFF: WMP SUBMITTED TO WASTELOG@SACCOUNTY.NET AND APPROVED WHOM CAN SIGN-OFF: BRETT NICHOLS (CMID); DAVE GHIRARDELLI (DWMR); BUILDING INSPECTION SUPERVISORS AS NECESSARY OWNING AGENCY: SACRAMENTO COUNTY DWMR OWNING AGENCY CONTACT INFO: DAVE GHIRARDELLI 875-4049, WASTELOG@SACCOUNTY.NET btafoya Stamp

(E) SMUD PAD MOUNT

TRANSFORMER, 500KVA,

12KV:480/277

(E) UNDERGROUND

PRIMARY SERVICE

(E)(2)(4"C-350 KCML CU,

+ 1#1 GND.)

(E) 600AF/600AT

SHAWMUT

TRIONIC

TRS800R

M (E) 2522211

(E) SWITCHBOARD 'MSB-D'

800A BUS, 480/277V, 3Ø, 4W, 42K SCCR

4,424 AIC

(E) ED4/3

100AF/30AT

(E) ED8/3

100AF/100AT

(E) ED8/3

100AF/80AT

(E) ED4/3

100AF/20AT

(E) FXD8/3

225AF/225AT

(E) 225/3

(E) TVSS

(E) XFMR 'T-TA'

75KVA, 480:208/120V

3.5%Z, 150°C

(E)

PANEL

LA1

(SECT. 1)

(E)

PANEL

'PP'

(E)

PANEL

'HA'

AC

BP

EVCS

EV1-1

LEVEL 3

ABB TERRA

AC 54

FUSED

SWITCH

NEMA 3R,

600V, 100A, 3P WITH

80A FUSES

EV1-2

LEVEL 3

ABB TERRA

AC 124

FUSED

SWITCH

NEMA 3R,

600V, 200A, 3P WITH

200A FUSES

EV1-3

LEVEL 3

ABB TERRA

AC 124

FUSED

SWITCH

NEMA 3R,

600V, 200A, 3P WITH

200A FUSES

F F F

1-1/2"C-3#2, 1#8 GND.

3"C-3#500 KCMIL, 1#2 GND.

SCALE:

E1.1

PARTIAL SITE ONE LINE DIAGRAM

PHASE 1

N.T.S.

LOAD CALCULATION - PHASE 1

EX. SWITCHBOARD RATED FOR 600A AT 480V, 3 PHASE. LOADS ON EX. SWITCHBOARD

BASED ON SMUD PEAK DEMAND

OVER LAST 12 MONTHS: 51.336 KW.

ASSUME 0.8 POWER FACTOR: 64.17 KVA

+25% AND AT 480V, 3 PHASE : 96 A

(1) NEW EVCS, ABB TERRA AC 54 ( 64A EA. @ 480V, 3 PHASE ): 64 A

(2) NEW EVCS, ABB TERRA AC 124 ( 154A EA. @ 480V, 3 PHASE ): 308 A

EX. SWITCHBOARD NEW AND EX. LOAD TOTAL: 468 A

EVCS EVCS2"C-3#3/0, 1#6 GND.

VOLTS DROP AT

EVCS: 5.97V, 1.24%

2"C-3#3/0, 1#6 GND.

VOLTS DROP AT

EVCS: 6.65V, 1.39%

1"C-3#4, 1#8 GND.

VOLTS DROP AT

EVCS: 5.98V, 1.25%

SHEET NOTES

PROVIDE NEW CIRCUIT BREAKERS WITH NEW BUS HARDWARE ADAPTOR KITS. PROVIDE

NEW DEAD FRONT PLATES TO MAINTAIN THE COVERS FOR THE SWITCHBOARD BUS. NEW

CIRCUIT BREAKERS NEED TO BE LOCKABLE TO FACILITATE LOCK OUT/TAG OUT.

VISIBLE DISCONNECT SHALL BE LOCKABLE TO FACILITATE LOCK OUT/TAG OUT.

SEE DETAIL 1, SHEET S-5.1 FOR MOUNTING DETAILS FOR SMUD EQUIPMENT.

11NEW

100A/3P

NEW

400A/3P

GENERAL NOTES

1. ALL WORK IS NEW UNLESS DESIGNATED OTHERWISE.

100A, 480V, 3Ø, METER

SOCKET/

ENCLOSURE

FOR SMUD

EVSC METER

METER SOCKET / NEMA 3R

ENCLOSURE FOR SMUD

EVSC METER

400A, 480V, 3Ø, NON-FUSED, NEMA 3R

VISIBLE DISCONNECT DEVICE (VDD)

3"C-3#500 KCMIL, 1#2 GND.

1-1/4"C.O. FOR SMUD METER WIRING

400A, 480V, 3Ø CT CABINET

3"C-3#500 KCMIL, 1#2 GND.

100A, 480V, 3Ø, NON-FUSED,

NEMA 3R

VISIBLE

DISCONNECT

DEVICE (VDD)

1-1/2"C-3#2, 1#8 GND.

2 2

SCALE:

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SMUD EVSC METERING DETAIL

N.T.S.

M

BUILDING

WEST WALL

SEE SHEET E-2.1

FOR CONTINUATION

100A, 480V, 3Ø

NON-FUSED, NEMA 3R

DISCONNECT

SWITCH (VDD)

1-1/2"C-3#2, 1#8 GND.

100A, 480V, 3Ø, METER

SOCKET/ENCLOSURE FOR

SMUD EVCS METER.

400A, 480V, 3Ø

NON-FUSED,

NEMA 3R VISIBLE

DISCONNECT

SWITCH (VDD)

3"C-3#500 KCMIL, 1#2 GND.

1-1/2"C-3#2, 1#8 GND.

3"C-3#500 KCMIL, 1#2 GND.

3"C-3#500 KCMIL, 1#2 GND.

CONDULETS. EXTEND CONDUIT AND

WIRE TO EX. SWITCHBOARD MSB-D.

METER SOCKET/ENCLOSURE,

NEMA 3R FOR SMUD EVCS

METER.

400A, 480V, 3Ø, NEMA 3R

CT CABINET

1-1/4"C.O. FOR SMUD

METER WIRING

NOTE: METERING EQUIOMENT AND VDD SHALL BE PROVIDED AND INSTALLED IN ACORDANCE WITH SMUD ENGINEERING

SPECIFICATION T017 AND T004. MAXIMUM HEIGHT OF 75" TO CENTER OF METER.

3 3

(E)

PANEL

LA2

(SECT. 2)

1" C.O. FOR LIGHTING

1"C-4#8, 2#8 GND.

CONDULET. EXTEND CONDUIT AND

WIRE TO EX. PANEL LA1.

CONDULET. STUB CONDUIT INTO

ELECTRICAL ROOM.

3"C.-FIBER TO TELECOM ROOM.

3"C.O. FOR SECURITY.

CONDULET. STUB CONDUIT INTO

ELECTRICAL ROOM.

CONDULET. EXTEND CONDUIT AND FIBER INTO

TELECOM ROOM VIA ELECTRICAL ROOM.

18" MIN.

100A, 480V, 3Ø

NON-FUSED, NEMA 3R

DISCONNECT

SWITCH (VDD)

M

(E)

PANEL

'LA LINE'

ONE LINE DIAGRAMS-

PHASE 1 AND FUTURE

PHASES 2, 3 AND 4

E-1.1

Department of General Services Administrative Services

Sacramento, Ca. 95827 9660 Ecology Lane

P. 916.876.6192

Architectural Services Division

100%

CONSTRUCTION DOCUMENTS

04.12.2023

NEW EVCS INSTALLATION

PHASE 1

RE

ENI

GNE

LANOISSEFORPDERETSIGER

ST AT E OF CA L I F ORN IA

EXP. 9-30-25

No. 12007

ELECTRICAL

DAVID W.

KNOLL

www.stantec.com

Stantec Consulting Inc.

555 Capitol Mall Suite 650 Sacramento, CA 95814-4583 Tel: (916) 422 - 3230 • www.stantec.com

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DATE

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AutoCAD SHX Text 06/05/2024

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ISSUED: BID SET

11104

30010412

14101 102

Department of General Services Administrative Services

Sacramento, Ca. 95827 9660 Ecology Lane

P. 916.876.6192

Architectural Services Division

100%

RE

ENI

GNE

LANOISSEFORPDERETSIGER

ST AT E OF CA L I F ORN IA

EXP. 9-30-25

No. 12007

ELECTRICAL

DAVID W.

KNOLL

www.stantec.com

Stantec Consulting Inc.

555 Capitol Mall Suite 650 Sacramento, CA 95814-4583 Tel: (916) 422 - 3230 • www.stantec.com

PARTIAL SITE -

ELECTRICAL PLAN

E-2.1

SCALE:

E2.1

PARTIAL SITE - ELECTRICAL PLAN

1" = 20'

SHEET NOTES

ROUTE CONDUITS FROM PULLBOX TO WEST WALL OF BUILDING, 5'

FROM THE CORNER. INTERCEPT THE EXISTING 3" CONDUIT AND

UTILIZE IT FOR ONE OF THE NEW CONDUITS.

PULLBOX SHALL BE CHRISTY N9, 16-3/4" BY 10-1/4".

NEW (2) FUSED SWITCHES AND SUPPORT STRUCTURE. SEE DETAIL 2

ON SHEET S-5.1. ROUTE CONDUIT AND WIRE FROM PULLBOX TO

FUSED SWITCHES THEN TO EVCS'S.

PULLBOX SHALL BE CHRISTY N30, 24-1/4" BY 13-1/4".

PULLBOX SHALL BE CHRISTY N36, 30-1/4" BY 17-1/8".

4" CO FOR FUTURE CAT 6 CABLES.

EXISTING CONDUIT ROUTED ON BUILDING.

3"C-(2) CAT 6 CABLES. TO CHARGERS EV1-2 AND EV1-3.

SEE DETAIL 6. SHEET E-5.0.

SEE DETAIL 7, SHEET E-5.0.

NEW CONDUIT ROUTED ON BUILDING.

SEE DETAIL 2, SHEET E-1.1.

MINIMUM DIMENSION IS FROM OUTSIDE OF WALL TO EAST

EDGE OF TRENCH..

1"C. PROVIDE CAT 6 ETHERNET CABLE FROM CHARGER TO

COMMUNICATION BOX.

SEE DETAIL 10, SHEET E-5.0.

DEMOLISH TWO 400A FUSED SWITCHES, PULLBOX, CONDUIT, AND

SUPPORT STRUCTURE.

PROVIDE NEW CIRCUIT BREAKERS WITH NEW BUS HARDWARE

ADAPTOR KITS. PROVIDE NEW DEAD FRONT PLATES TO MAINTAIN

THE COVERS FOR THE SWITCHBOARD BUS.

NEW FUSED SWITCH AND NEW SUPPORT STRUCTURE WITH SPACE

FOR FUTURE FUSED SWITCH. SEE DETAIL 8 ON SHEET E-5.0 AND

DETAIL 2 ON SHEET S-5.1. ROUTE CONDUIT AND WIRE FROM PULLBOX

TO FUSED SWITCH THEN TO EVCS'S.

COMMUNICATIONS BOX. AP FREEDOM ENCLOSURE 47"H X 30'W X 30'D

(AM47F-3030-24RU) OR APPROVED EQUAL. THE COMMUNICATIONS

BOXES SHALL BE DESIGNED TO NEMA 4, INCLUDE ON SET OF RACK

RAILS AND HAVE AN AC UNIT WITH AN ADJUSTABLE THERMOSTAT

FOR COOLING AND HEATING.

PROVIDE 12 STRAND FIBER OS2 SINGLE MODE FIBER WITHIN 3" CELL

MAXCELL INNERDUCT.

LEAVE 25' SERVICE LOOP AT END OF FIBER RUN IN COMMUNICATIONS

BOX. TERMINATIONS BY OTHERS.

GENERAL NOTES

1. ALL WORK IS NEW UNLESS DESIGNATED OTHERWISE.

2. ALL IN-GROUND PULLBOXES SHALL BE CHRISTY N9, UNLESS

DESIGNATED OTHERWISE.

3. ALL IN-GROUND PULLBOXES SHALL BE 12" DEEP MINIMUM WITH STEEL

CHECKER PLATE BOLT ON COVERS TRAFFIC RATED FOR H20 LOADING.

4. SEE PULLBOX DETAIL 2, SHEET E-5.0.

5. SEE TRENCH DETAIL 3, SHEET E-5.0.

6. NETWORK EQUIPMENT AND CLIENTS TO BE FURNISHED AND INSTALLED

BY OWNER.

7. COMPLETE TERMINATIONS TO SINGLE MODE FIBER IN

COMMUNICATIONS BOX. CONNECTIONS TO NETWORK BY OTHERS.

8. MAINTAIN 12" MINIMUM SEPARATION BETWEEN TELECOMMUNICATIONS

AND POWER CABLE WHERE JOINT TRENCHING OCCURS.

CONDUIT CONDUCTORTYPE

CONDUIT AND CONDUCTOR SCHEDULE

3#3/0, 1#6 GND2"C

3#500 KCML, 1#2 GND3"C

3#4, 1#8 GND1"C

3" C.O. PULL TAPE

101 PULL TAPE1"C.O.

104 3#2, 1#8 GND1-1/2"C.

302 3" C. FIBER OPTIC CABLE

102 4#8, 2#8 GND1"C

103 (1) CAT 6 CABLE1"C

SCALE:

E2.1

COMMUNICATION BOX

SITE SPACE DETAIL -

NOT TO SCLAE

COMMUNICATIONS

BOX

CONCRETE PAD

BACK OF CURB

AC UNIT

8 6

302 21

PANEL LA(1) -21

PANEL LA(1) -23

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GNV

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GNV

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GNV

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HOSE BIB

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12" PVC

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IRR

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TRANS

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GM

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IRR

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IRR

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EMER SHUTOFF

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IRR

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IRR

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PB

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PATIO DRAIN

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IRR

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PB

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IRR

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IRR

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GAS

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FLAG POLE

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FUEL TANK COVERS

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FUELING STA

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FUELING STA

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FUELING STA

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NORTH COLLECTIONS

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ADMIN BLDG

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EV1-1

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EV1-2

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EV1-3

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EX. 3"C-WITH NEW 3#500KCML, 1#2 GND.

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(E) ELECTRICAL ROOM

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(E) PANEL LA (2 SECTIONS)

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(E) PANEL HA

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(E) MAIN SWBD

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CONCRETE WHEEL STOP, TYPICAL

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SMUD EVCS METERING EQPT, 100A AND 400A

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(E) FIRE HYDRANT

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(E) UG WATER LINE

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(E) TELECOM ROOM

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FOR

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FOR

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FOR

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FOR

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COMMUNICATION BOX. SEE DETAIL 2, THIS SHEET.

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(F) LOCKER ROOM EXPANSION

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GATE

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GNV

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GNV

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DI

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PB

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FUELING STA

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FUELING STA

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DATE

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REVISIONS:

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DESIGN BY:

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DRAWN BY:

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DESCRIPTION

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NO.

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FACILITY NO.

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SHEET NO.

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PROJECT TITLE:

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SHEET TITLE:

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LOG NO.

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AutoCAD SHX Text 00249

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AutoCAD SHX Text 06/05/2024

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ISSUED: BID SET

btafoya Stamp paseka Text Box

ELECTRICIAN NOTE

AT LEAST ONE ELECTRICIAN ON EACH CREW, AT ANY GIVEN TIME, MUST HOLD AN ELECTRIC VEHICLE INFRASTRUCTURE TRAINING PROGRAM CERTIFICATION (EVITP)

SCALE:

E-5.0 01025

PERMANENT BOLLARD DETAIL

NONE SCALE:

E-5.0 11001

CONDUIT TRENCH

NONE

SAND FILL

CONDUIT, NUMBER AND SIZES

90% COMPACTION

SELECT BACKFILL

WARNING TAPE

CONCRETE, ETC.

FINISH SURFACE, AC PAVING

IN UNPAVED AREAS, SEE DETAIL 5,

PER PLANS

SCALE:

E-5.0 11009

PULLBOX DETAIL

NONE

LANDSCAPING IN UNFINISHED/LANDSCAPED

INSTALL 1" ABOVE FINISHED GRADE AND

PAVED OR CONCRETE SURFACES.

INSTALL FLUSH WITHIN FINISHED

PULLBOX

GRAVEL

CONDUIT PER

PLANS (TYP)

(TYP)

(T

YP

AREAS.

1"

SCALE:

E-5.0 11022

LANDSCAPING FOR TRENCHES

THROUGH LAWNS

NONE

(D) EXISTING LAWN & SOIL

DOWN TO 7".

MATERIAL & LAWN.

BETWEEN EXCAVATED

PROVIDE WOVEN FABRIC

A MAXIMUM OF 48 HOURS.

LEAVE IN PLACE

(90% MUSTANG FESCUE,

10% KENTUCKY BLUE GRASS).

PROVIDE 6" TOPSOIL, COMPACT

TO 85%, ROLL AND RAKE.

STEP 3

STEP 2

STEP 1

MIN

12"

APPROX 1APPROX 1

BASE COURSE

12" AGGREGATE

1 1

OF DENSITY AND SUPPORT UNDER

TRENCH WIDTH AND BACKFILL

SEE DETAIL 3, SHEET E-5.0.

INSTALL IN TWO LAYERS, MAXIMUM

AC PAVING THEN PATCH TO MATCH

UNDISTURBED TO PREVENT LOSS

TO BE PROTECTED AND REMAIN

EXISTING AGGREGATE BASE COURSE

SAW CUT, FULL DEPTH, EXISTING

6" BITUMINOUS SURFACE COURSE

(E) SURFACE FINISH

BITUMINOUS PRIME COAT

BITUMINOUS TACK COAT (RP) PAVING

SCALE:

E-5.0 11023

PAVING FOR TRENCHES

NONE

6"

6"

2"

EXISTING BITUMINOUS PAVEMENT.

SCALE:

E-5.0 11001

SITE SPACE DETAIL - TERRA 124

NONESCALE:

E-5.0 11001

SITE SPACE DETAIL - TERRA 54

NONE

22-1/4"

30-3/4"

4"

20-1/8" 20-1/8"

23-5/8"

12"

4.1"

58-3/8"

62-1/2"

4"

12"

4.1"

62-1/4"

34-5/8"

23-5/8"

46-1/4" 46-1/4"

22-1/4"20-1/8" 20-1/8"

62-1/2"

BOLLARD, TYP.

SEE DETAIL 1,

MAINTAINED

CLEAR SPACE

MAINTAINED

CLEAR SPACE

TERRA 124

CHARGING

STATION

TERRA 54

CHARGING

STATION

ABB E-MOBILITYABB E-MOBILITY

DETAIL 4, SHEET E-5.0. FOR PATCHING

FOR PATCHING AC PAVEMENT, SEE

SHEET E-5.0.

BACK OF CURB

SHEET E-5.0.

PROTECTIVE

BOLLLARD, TYP.

SEE DETAIL 1,

BACK OF CURB

SHEET E-5.0.

PROTECTIVE

TERRA 54/124

CHARGING

STATION

ABB E-MOBILITY

BASEPLATE

NO SCALE

.7

.7

8.2"

FR

O

NT

25.3" 27.7"

8.2"8.9"

7.

9"

7.

9"

EXCAVATED MATERIAL,

PROVIDE 90/10 SOD

SCALE:

E-5.0 11001

EVCS BASE DETAIL - TERRA 54/124

NONE

CONDUIT PER

PLANS (TYP)

PREFABRICATED

FOUNDATION

1" MIN.

FINISHED

GRADE

H-20 TRAFFIC RATED, BOLT-ON COVER

DESIGN OF FOUNDATION BASE

AND ANCHORAGE PER

MANUFACTURER AND WILL BE

A DEFERRED SUBMITTAL.

NOTE:

4" DIA. GALVANIZED STEEL PIPE.

PRIME AND PAINT WITH 2 COATS

OF INDUSTRIAL YELLOW ENAMEL.

CROWN CONCRETE

SLOPE 1/2"

AGGREGATE BASE (TYP)

CONCRETE

4'- 0"

M

IN

CL

R.

3'- 0"

1'-3"

3"

MIN

CLR.

3"

SCALE:

E-5.0 11001

SITE SPACE DETAIL - DISTRIBUTION PANEL

NONE

36" MIN.

DISTRIBUTION PANEL CONCRETE PAD

SAFETY SWITCH, TYP.

EQPT. SUPPORT STRUCTURE

CURB AND

GUTTER

ELECTRICAL DETAILS

E-5.0

Department of General Services Administrative Services

Sacramento, Ca. 95827 9660 Ecology Lane

P. 916.876.6192

Architectural Services Division

100%

RE

ENI

GNE

LANOISSEFORPDERETSIGER

ST AT E OF CA L I F ORN IA

EXP. 9-30-25

No. 12007

ELECTRICAL

DAVID W.

KNOLL

www.stantec.com

Stantec Consulting Inc.

555 Capitol Mall Suite 650 Sacramento, CA 95814-4583 Tel: (916) 422 - 3230 • www.stantec.com

AutoCAD SHX Text 12"

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27" MIN.

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3" MIN.

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3" MIN

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DATE

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REVISIONS:

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DESIGN BY:

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DRAWN BY:

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DESCRIPTION

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NO.

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FACILITY NO.

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SHEET NO.

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PROJECT TITLE:

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SHEET TITLE:

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LOG NO.

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AutoCAD SHX Text 00249

AutoCAD SHX Text

AutoCAD SHX Text 06/05/2024

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ISSUED: BID SET

SAFETY SWITCH PER PLAN, MAX

WEIGHT = 55# PER PANEL

UNISTRUT P1000

CHANNEL TYP.

USE P1001 COLUMNS

AT FOUR PANEL

ASSEMBLY TYP

UNISTRUT P1026 ANGLE

W/ (2) 1/2" BOLT W/ (2)

P1006 SPRING NUT TYP

SECTION A-A

SIDE ELEVATION VIEW

1/2" DIA HILTI SS304 KB-TZ2

W/ 2" EMBED TYP

UNISTRUT P1047

U-BRACKET TYP

W/ (3) 1/2" BOLT W/

(3) P1010 SPRING NUT

SECTION B-B

8" THICK 3,000 PSI NORMAL WT

CONC. W/ #5 @ 12" OC EA WAY

CENTERED IN SLAB TYP

2' -6

1' - 6"

UNISTRUT P2548-30 BRACE

W/ 1/2" BOLT & P1010

SPRING NUT EA END

2' - 0"

ALIGN HORIZONTAL

BACKING CHANNEL W/ MFR

PROVIDED CONNECTION

POINTS AS REQUIRED

A

A

UNISTRUT

P1000HS SLOTTED

CHANNEL TYP

CONNECT SWITCH TO

HORIZONTAL CHANNEL W/

MB PER MFR

RECOMMENDATIONS TYP

8 1/2" 4' - 0"

4'- 6"

M

IN

3'- 0"

M

AX

.00

1' - 9"

2'-0"

2"

4'- 0"

B B

1'-9"

TY

P

6" M

IN

SAFETY SWITCH PER PLAN,

MAX WEIGHT = 55# PER PANEL

SIDE ELEVATION VIEW TWO PANELS BACK TO BACK

1/2" DIA HILTI SS304 KB-TZ2

W/ 2" EMBED TYP

UNISTRUT P1047

U-BRACKET TYP

W/ (3) 1/2" BOLT W/

(3) P1010 SPRING NUT

UNISTRUT P2548-30 BRACE

W/ 1/2" BOLT & P1010

SPRING NUT EA END

2' - 0" A

A

CONNECT SWITCH TO

HORIZONTAL CHANNEL W/

MB PER MFR

RECOMMENDATIONS TYP

8 1/2"

.00

1' - 9"

2"

8 1/2"

P1001 COLUMN TYP

3" CLR

TYP

3" M

AX

TY

PSITE WORK BY OTHERS

5'- 0"

3'-0"

8"

ON EQUIPEMENT SIDE

6" T

YP

18" x 18" x 8" DP

WEATHER PROOF

PULLBOX. MAX. WT.= 25#

18" x 18" x 8" DP

WEATHER PROOF

PULLBOX. MAX. WT.=25#

( 2 TOTAL MAX. )

1'-6"

1' -6

B B

1.

2.

INSTALLATION EXPANSION ANCHORS PER CURRENT ICC REPORT.

TORQUE TEST 50% OF ANCHORS TO MFR SPECIFIED INSTALLATION TORQUE VALUES.

GENERAL NOTES

M

IN

S

PA

C

IN

G

PA

N

EL

W

ID

TH

8"

3 1 2"

MIN SPACING=

PANEL WIDTH - 8"

3 1 2"

SIDEFRONT

6" MIN.

4" M

AX

4" M

AX

8" MAX.

2-1/2" EMBED, TYP.

SECTION THROUGH EQUIPMENT DEPTH

NTSS-5.1

2 DISTRIBUTION PANEL SUPPORT FRAME

Department of General Services Administrative Services

Sacramento, Ca. 95827 9660 Ecology Lane

P. 916.876.6192

Architectural Services Division

100% www.stantec.com

Stantec Consulting Inc.

555 Capitol Mall Suite 650 Sacramento, CA 95814-4583 Tel: (916) 422 - 3230 • www.stantec.com

RE

ENI

GNE

LANOISSEFORPDERETSIGER

S T AT E OF CA L I F ORN IA

EXP. 06-30-24

No. S 3510JA

ME

S FORREST CARLSON

STRUCTURAL

STRUCTURAL

DETAILS

S-5.1

DESIGN LOADS:

WIND

100 MPH, EXPOSURE C

RISK CATEGORY II

SEISMIC

RISK CATEGORY II

Ie = 1.0 Ss = 0.49; S1 = 0.234

SDS = 0.46

SEISMIC DESIGN CATEGORY C

SOIL CLASS D (default)

NTSS-5.1

1 CONCRETE WALL CONNECTION ANCHORAGE DETAIL

NTSS-5.1

3 COMMUNICATION BOX BASE DETAIL

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STRUT PER FRONT

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(4) 3/8" DIA.-SS304

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HILTI KB-TZ2 (ICC ESR-4266)

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(4)TOTAL, SEE NOTES 1 & 2

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WALL ANCHOR LOCATIONS

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STEEL CHANNEL-P1000

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ELEVATION

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EDGE OF WALL

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UNISTRUT OR EQUAL

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ELECTRICAL PANEL,

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SEE PLANS. MAX

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(E) CMU WALL

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MAX EDGE DISTANCE,

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TOP, BOT, SIDES.

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OPER WT=150 LBS

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(2) 3/8" DIAMETER BOLTS W/

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(4 TOTAL) EA PANEL

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CHANNEL NUTS TOP & BOT

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FINISH GRADE

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ELECTRICAL

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EQUIPMENT

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(500 LBS MAX)

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2-1/2" EMBED.

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TYPICAL

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#5@12" ON CENTER

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%%UNOTES:

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EQUIPMENT BASE TOP SHALL BE LEVEL.

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PRIOR TO EQUIPMENT BASE INSTALLATION, COMPACT

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RELATIVE COMPACTION.

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SOIL UNDER AND 6" BEYOND THE BASE TO 95%%%

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6" TYP.

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EACH WAY, TYPICAL.

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3/8"%%C HILTI KB-TZ2

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(ESR-4266) TYP.(4)TOT

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CONCRETE SHALL ACHIEVE A MINIMUM COMPRESSIVE

AutoCAD SHX Text STRENGTH OF f'c = 3,000 PSI AT 28 DAYS.

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48" MAX.

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1" CHAMFER

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ALONG EDGE

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3'-6" MIN. SQ.

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DATE

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REVISIONS:

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DESIGN BY:

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DRAWN BY:

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DESCRIPTION

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NO.

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FACILITY NO.

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SHEET NO.

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PROJECT TITLE:

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SHEET TITLE:

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LOG NO.

AutoCAD SHX Text D.K.

AutoCAD SHX Text B.T.

AutoCAD SHX Text 00249

AutoCAD SHX Text

AutoCAD SHX Text 06/05/2024

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ISSUED: BID SET

Z:\signatures\JC_SIG Model (1)

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Collections EVCS Installation Phase 1

4450 Roseville Road North Highlands, CA 95660

Contract No.

CONSTRUCTION DOCUMENTS

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

C-1.0

DEMOLITION

PLAN

LEGEND

DEMOLITION NOTES

Coummunity Services Agency

Department of Waste

Rancho Cordova, Ca. 95670 10863 Gold Center Drive

P. 916.875.6789

Management & Recycling

North Collections EVCS Installation Phase 1

4450 Roseville Road North Highlands, CA 95660

Contract No.

CONSTRUCTION DOCUMENTS

BASIS OF COORDINATES AND ELEVATIONS:

Know what's below.

before you dig.Call

R

CIVIL ENGINEER

C-2.0

STRIPING PLAN

STRIPING NOTES