B08_Attach_2_Yosemite_Camps_062322_22x34_reduced.pdf

PDF 21 MB Posted Jul 22, 2022

Attached to: YOSE 228193, 228205, 228214, Tuolumne Meadows Elec
Solicitation number: 140P2022R0110
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract solicitation for electric distribution replacement work at three Yosemite National Park ranger camps. The solicitation number is 140P2022R0110 and seeks to replace electric distribution systems at Yosemite's Ranger Camp West, Ranger Camp East, and Bug Camp. Responses are due by June 23, 2022. The work will be awarded as a firm-fixed-price contract by the National Park Service for the Department of the Interior. The solicitation describes replacing outdated electric infrastructure at the three camps to improve reliability and safety.

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R E G I S T

E R E D P R O F E S S I O N A L E NG I N E ER

S T A T E O F C A L I F O R N I A

No. E 14788

Exp. 6-30-23

E L E C T R I C A L

N I E L J A ME S GOT T

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BASIC DATA:

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YOSEMITE NATIONAL PARK

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WEST

AutoCAD SHX Text BOUNDARY MAP 123/80,011 5/86; USGS TOPO MAP 1971; PARK MINI FOLDER; COVER SHEET REVISED & REDRAWN 1/94. UPDATED 10/98. SGS.

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SCALE OF MILES

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SCALE OF KILOMETERS

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YOSEMITE NATIONAL PARK

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STATE

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NATIONAL PARK SERVICE

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YOSEMITE NATIONAL PARK

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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ELECTRICAL SYSTEM BUG CAMP AND RANGER CAMP

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TOULOMNE MEADOWS

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AutoCAD SHX Text 228214

AutoCAD SHX Text 228193

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TOULOMNE

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CALIFORNIA

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CONSTRUCTION DOCUMENTS

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PKG.

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NO.

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SHEET

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DRAWING NO.

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%%UINDEX

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%%USHEET

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%%USHEET

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%%UTITLE OF SHEET

AutoCAD SHX Text E000 E001 E002 E101 E102 E103 E111 E112 E113 E114 E115 E116 E117 E118 E119 E120 E121 E122 E123 E124 E131 E132 E201 E202 E203 E211 E212 E213 E214

AutoCAD SHX Text 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

AutoCAD SHX Text COVER SHEET AND INDEX SYMBOLS AND LEGEND GENERAL NOTES WEST RANGER CAMP SITE PLAN KEY MAP WEST RANGER CAMP SINGLE LINE WEST RANGER CAMP DEMO PLAN WEST RANGER CAMP PLAN - BLDG. 3018 WEST RANGER CAMP PLAN - BLDG. 3003, 04 WEST RANGER CAMP PLAN - BLDG. 3007-3010, 3084 WEST RANGER CAMP PLAN - BLDG. 3032 WEST RANGER CAMP PLAN - SERVICE WEST RANGER CAMP PLAN - BLDG. 3007, 33, 34, 90 WEST RANGER CAMP PLAN - BLDG. 3036 WEST RANGER CAMP PLAN - BLDG. 3029 WEST RANGER CAMP PLAN - BLDG. 3031 WEST RANGER CAMP PLAN - BLDG. 3001, 30 WEST RANGER CAMP PLAN - LOWER JUNCTION WEST RANGER CAMP PLAN - BLDG. 3000, 27 WEST RANGER CAMP PLAN - BLDG. 3019, 20 WEST RANGER CAMP PLAN - EAST JUNCTION WEST RANGER CAMP PANEL SCHEDULES I WEST RANGER CAMP PANEL SCHEDULES II EAST RANGER CAMP SITE PLAN KEY MAP EAST RANGER CAMP SINGLE LINE EAST RANGER CAMP DEMO PLAN EAST RANGER CAMP PLAN - BLDG. 3002 EAST RANGER CAMP PLAN - BLDG. 3008 EAST RANGER CAMP PLAN - BLDG. 3037, 38 EAST RANGER CAMP PLAN - BLDG. 3039, 40

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BUG CAMP NPS EMPLOYEE HOUSING

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TUOLUMNE LODGE

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PROJECT LOCATION

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RANGER CAMPS NPS EMPLOYEE HOUSING

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WILDERNESS CENTER

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DOG LAKE TRAILHEAD

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PROJECT LOCATION

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TUOLUMNE STORE

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SUB

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%%USHEET

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%%USHEET

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%%UTITLE OF SHEET

AutoCAD SHX Text E215 E216 E217 E218 E219 E220 E221 E231 E301 E302 E303 E311 E312 E313 E314 E315 E316 E317 E318 E319 E320 E321 E322 E331 E332 E501 E502 E503 E504 C100 C200 C300

AutoCAD SHX Text 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62

AutoCAD SHX Text EAST RANGER CAMP PLAN - BLDG. 3041, 99 EAST RANGER CAMP PLAN - BLDG. 3035, 42 EAST RANGER CAMP PLAN - BLDG. 3045, 46 EAST RANGER CAMP PLAN - BLDG. 3047, 48 EAST RANGER CAMP PLAN - BLDG. 3058, 59, 60 EAST RANGER CAMP PLAN - BLDG. 3061 EAST RANGER CAMP PLAN - BLDG. 3043, 62, 63, 3305 EAST RANGER CAMP PANEL SCHEDULES BUG CAMP SITE PLAN KEY MAP BUG CAMP SINGLE LINE BUG CAMP DEMO PLAN BUG CAMP BLDG. 3065, 66 BUG CAMP BLDG. 3067, 3306 BUG CAMP BLDG. 3064 BUG CAMP BLDG. 3057 BUG CAMP BLDG. 3055, 56 BUG CAMP BLDG. 3083, 49 BUG CAMP BLDG. 3054 BUG CAMP BLDG. 3052, 53 BUG CAMP BLDG. 3089, 7001, SERVICE BUG CAMP BLDG. 7002 BUG CAMP BLDG. 3085, 86, 87 BUG CAMP BLDG. 3311 BUG CAMP PANEL SCHEDULES I BUG CAMP PANEL SCHEDULES II ELECTRICAL DETAILS I ELECTRICAL DETAILS II ELECTRICAL DETAILS III ELECTRICAL DETAILS IV WEST RANGER CAMP SURVEY CONTROL PLAN EAST RANGER CAMP SURVEY CONTROL PLAN BUG CAMP SURVEY CONTROL PLAN SCE TRANSFORMER DETAILS

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SUB

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DATE: 5/2/22

AutoCAD SHX Text 06/23/22 11:23 JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-000.DWG JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-000.DWG JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-000.DWG R20 C:\PWWORKING\WEST01\D2197641\E-000.DWG C:\PWWORKING\WEST01\D2197641\E-000.DWG

R EG

I S T E R E D P R O F E S S I O N A L E NG I N E E R

S T A T E O F C A L I F O R N I A

No. E 14788

Exp. 6-30-23

E L E C T R I C A L

N I E L J A ME S GOT T

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text 06/14/22 5:15 JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-001.DWG JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-001.DWG JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-001.DWG R20 C:\PWWORKING\WEST01\D2197641\E-001.DWG C:\PWWORKING\WEST01\D2197641\E-001.DWG

AutoCAD SHX Text 5/2/22

AutoCAD SHX Text 228205

AutoCAD SHX Text 175000

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CONSTRUCTION DOCUMENT

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YOSEMITE NATIONAL PARK

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ELECTRICAL

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SYMBOLS AND LEGEND

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D. GOTT

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M. YANG

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R. GENATO

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KVA

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SPD

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DMP

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RTM

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CPT

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AutoCAD SHX Text 208/120V

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LP100

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GFP

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AND

AutoCAD SHX Text UNDERGROUND OR CONDUIT RUN BETWEEN DEVICES CONCEALED IN NON-ARCHITECTURALLY FINISHED AREAS OR UNDER FLOOR SLAB. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR THE CIRCUIT.

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FIRE ALARM CONTROL RELAY

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1. THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. 2. WHEN BRANCH CIRCUITS ARE NOT SHOWN ON THE PLANS THE WHEN BRANCH CIRCUITS ARE NOT SHOWN ON THE PLANS THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS AND CONDUCTORS REQUIRED. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR THE BRANCH CIRCUIT. 3. PHANTOM LINES ARE USED TO INDICATE EXISTING COMPONENTS PHANTOM LINES ARE USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 4. SEE P&ID LEGEND SHEET FOR PROJECT-SPECIFIC EQUIPMENT SEE P&ID LEGEND SHEET FOR PROJECT-SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, ABBREVIATIONS. 5. UPS RECEPTACLES (POWER FROM EP-X PANELS) SHALL BE RED. UPS RECEPTACLES (POWER FROM EP-X PANELS) SHALL BE RED. NORMAL POWER RECEPTACLES TO BE IVORY.

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ELECTRICAL CONNECTION

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NO ELECTRICAL CONNECTION

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CURRENT TRANSFORMER (CT)

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VOLTAGE TRANSFORMER (VT OR PT)

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UTILITY WATT-HOUR METER PER UTILITY REQUIREMENTS

AutoCAD SHX Text NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL IS ENERGIZED

AutoCAD SHX Text NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME DELAY ON OPENING AFTER COIL IS ENERGIZED

AutoCAD SHX Text NORMALLY OPEN TIME DELAY RELAY CONTACT WITH TIME DELAY ON OPENING AFTER COIL IS DE-ENERGIZED

AutoCAD SHX Text NORMALLY CLOSED TIME DELAY RELAY CONTACT WITH TIME DELAY ON CLOSING AFTER COIL IS DE-ENERGIZED

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SOLENOID VALVE

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CONTROL/RELAY COIL; X INDICATES TYPE, Y INDICATES LOOP NO. WHEN USED

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%%UTYPES:

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CONTROL POWER TRANSFORMER (CPT)

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NORMALLY OPEN CONTACT (N.O.)

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NORMALLY CLOSED CONTACT (N.C.)

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NORMALLY OPEN TEMPERATURE SWITCH; CLOSE ON RISING TEMPERATURE

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NORMALLY CLOSED TEMPERATURE SWITCH; OPEN ON RISING TEMPERATURE

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GROUND

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LIGHTNING ARRESTER

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DIGITAL METERING PACKAGE

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RUN TIME METER

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LOW VOLTAGE SURGE PROTECTIVE DEVICE

AutoCAD SHX Text CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR PROVIDED WITH ASSOCIATED EQUIPMENT

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QUAD-DUPLEX RECEPTACLE, TWO NEMA 5-20R UNDER COMMON COVER PLATE

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WIRELESS TELECOMMUNICATIONS DATA OUTLET

AutoCAD SHX Text PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF RECEPTACLES AS NOTED OR SPECIFIED

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PHOTOCELL

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SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE, PHASE, NUMBER OF WIRES WHEN INDICATED

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FAA

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FIRE ALARM ANNUNCIATOR

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CONDUIT STUBBED OUT AND CAPPED

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CIRCUIT CONTINUATION

AutoCAD SHX Text ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD, MOTOR CONTROL CENTER, CONTROL PANEL, OR OTHER EQUIPMENT AS INDICATED

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NON-MOTOR LOAD WITH DESIGN KVA, KW, OR AMP

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SIMPLEX RECEPTACLE, NEMA 5-20R

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AutoCAD SHX Text SEPARATELY MOUNTED COMBINATION MOTOR STARTER OR CONTROLLER; SEE ELECTRICAL ONE-LINE DIAGRAM OR SCHEDULE FOR DESCRIPTION

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NON-FUSED SWITCH, CURRENT RATING, AND NUMBER OF POLES AS NOTED

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AutoCAD SHX Text MCCB - MOLDED CASE ICCB - INSULATED CASE LVP - LOW - VOLTAGE POWER MCP - MOTOR CIRCUIT PROTECTOR (RATING PER CONNECTED LOAD)

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80AT

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100AF

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FIRE ALARM CONTACT, PRESSURE SWITCH

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FIRE ALARM CONTACT, TAMPER SWITCH

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FIRE ALARM CONTACT, FLOW SWITCH

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GROUND ROD AND BOX

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%%USUBSCRIPT:

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SMOKE AND DUCT DETECTOR

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FIRE ALARM MANUAL PULL STATION

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FIRE ALARM CONTROL PANEL

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FACP

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%%USUBSCRIPTS:

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%%USUBSCRIPTS:

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TOGGLE SWITCH

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%%ULIGHTING FIXTURE SUBSCRIPTS:

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AREA OR ROADWAY LIGHT - POLE-MOUNTED

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WALL-MOUNTED LUMINAIRE - HID, COMPACT FLUORESCENT, OR INCANDESCENT

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CEILING/PENDANT-MOUNTED LUMINAIRE - HID, COMPACT FLUORESCENT, OR INCANDESCENT

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AutoCAD SHX Text CIRCUIT HASH MARKS (WHEN INDICATED); LONG, SHORT, SINGLE DOT, AND DOUBLE DOT REPRESENT PHASE, NEUTRAL, EQUIPMENT GROUND, AND ISOLATED EQUIPMENT GROUND, RESPECTIVELY. #12 IN 3/4" CONDUIT UNLESS OTHERWISE INDICATED.

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GROUND FAULT PROTECTION

AutoCAD SHX Text CIRCUIT RUN BETWEEN DEVICES EXPOSED IN NON-ARCHITECTURALLY FINISHED AREAS; CONCEALED IN ARCHITECTURALLY FINISHED AREAS. CONDUIT AND CONDUCTOR SIZES SHALL BE THE SAME AS THE HOMERUN FOR THE CIRCUIT.

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HOME RUN TO PANEL, 2 #12, 1 #12G IN 3/4"C UNLESS OTHERWISE NOTED

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CONDUIT TURNING DOWN

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CONDUIT TURNING UP

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PANELBOARD (LESS THAN 250V)

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PANELBOARD (250V TO 600V)

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JUNCTION OR PULL BOX

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CONTROL PANEL INTEGRAL OR PROVIDED WITH ASSOCIATED EQUIPMENT

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INSTRUMENTATION/CONTROL DEVICE

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CONTROL STATION

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SELECTOR SWITCH

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3-PHASE, 4-WIRE GROUNDED WYE CONNECTION

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3-PHASE, 3-WIRE DELTA CONNECTION

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TRANSFORMER

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TRANSFORMER

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DISCONNECT OR SAFETY SWITCH, 30A, 3P, NON-FUSED UNLESS OTHERWISE NOTED

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MEDIUM - VOLTAGE CIRCUIT BREAKER

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THERMAL OVERLOAD ELEMENT

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FUSIBLE SWITCH, CURRENT RATING, FUSE SIZE, AND QUANTITY AS NOTED

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FUSED CUTOUT, CURRENT RATING, FUSE SIZE, AND NUMBER OF POLES AS NOTED

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FUSE, SIZE, AND NUMBER OF FUSES AS NOTED

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AutoCAD SHX Text SEPARATELY MOUNTED CIRCUIT BREAKER; SEE ELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FOR DESCRIPTION

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THERMAL OVERLOAD RELAY CONTACT

AutoCAD SHX Text LOW - VOLTAGE CIRCUIT BREAKER (CB). RATINGS AND NO. OF POLES AS SHOWN. WHEN SPECIFIC TYPE IS REQUIRED, X INDICATES TYPE.

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DISCONNECT OR DRAWOUT CONNECTION

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TYPES:

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CR - CONTROL RELAY

AutoCAD SHX Text DP - DEFINITE PURPOSE RELAY LC - LIGHTING CONTACTOR M - MOTOR STARTER PC - PHOTO CELL TC - TIME CLOCK TR - TIMING RELAY

AutoCAD SHX Text X - INDICATES FIXTURE TYPE PER LIGHTING FIXTURE SCHEDULE Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD z - INDICATES CONTROLLING SWITCH (IF REQUIRED)

AutoCAD SHX Text X - INDICATES TYPE NONE - SINGLE POLE 3 - THREE-WAY 4 - FOUR-WAY HP - TOGGLE SWITCH, HORSEPOWER RATED K - KEY SWITCH TE - MANUAL MOTOR STARTER WITH THERMAL ELEMENT P - PILOT LIGHT L - LIGHTED HANDLE D - DIMMING SWITCH DP - DOUBLE POLE 3D - THREE-WAY DIMMING SWITCH OSD - OCCUPANCY SENSOR WITH DIMMING Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)

AutoCAD SHX Text X - INDICATES TYPE GFCI - GROUND FAULT CIRCUIT INTERRUPTER Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

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I - IONIZATION TYPE P - PHOTOELECTRIC TYPE

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LOCKOUT STOP

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LOS

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PORTABLE GENERATOR RECEPTACLE, TYPE SHOWN ON PLANS

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DUPLEX RECEPTACLE, NEMA 5-20R

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SPECIAL PURPOSE OUTLET AS DEFINED ON PLANS

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SIMPLEX RECEPTACLE, 208V, 1

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TELECOMMUNICATION OUTLET FLOOR MOUNTED

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TELECOMMUNICATION OUTLET CEILING MOUNTED

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X"C-YYY

AutoCAD SHX Text CONDUIT CALL-OUT WHERE X IS CONDUIT TRADE SIZE AND YYY IS CONDUCTOR SIZE AND QUANTITY UNLESS OTHERWISE NOTED.

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GROUND CABLE

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SCADA OUTLET, 4-CAT6 CABLES TO SERVER ROOM

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OCCUPANCY SENSOR, CEILING MOUNTED

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SCADA OUTLET FLOOR MOUNTED

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QUAD-DUPLEX RECEPTACLE, TWO NEMA 5-20R UNDER COMMON COVER PLATE, FLOOR MOUNTED

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ELECTRICAL LEGEND & SYMBOLS

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GENERAL ELECTRICAL NOTES

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EXISTING OVERHEAD POWER LINES

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WIRELESS DATA LINK

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EXISTING OVERHEAD POWER AND TELEPHONE LINES

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OVERHEAD TELEPHONE LINES

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FLEXIBLE CONDUIT

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(E) PANELBOARD (LESS THAN 250V)

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PULL BOX, HAND HOLE, OR VAULT, SIZE AS INDICATED ON PLANS

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EXISTING PULL BOX, HAND HOLE, OR VAULT, SIZE AS INDICATED ON PLANS

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POWER METER

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BUILDING OUTLINE WITH DOOR

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SIDEWALK/CONCRETE

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BUILDING OVERHANG

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SANITARY SEWER LINE

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PROPANE GAS LINE

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WATER LINE

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OVERHEAD UTILITY LINES

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STORM LINE

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CURB LINE

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WOOD FENCE

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EDGE OF ASPHALT

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ELECTRICAL VAULT

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TRANSFORMER

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SANITARY STRUCTURE #

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SANITARY/STORM CLEAN OUT

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BOLLARD

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TRAN

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GAS RISER

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ELECTRICAL METER

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POWER POLE

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WATER VALVE

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WATER METER

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FIRE HYDRANT

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FIRE DEPARTMENT CONNECT

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WATER VAULT

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CATCH BASIN

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SIGN

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SANITARY MANHOLE

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GUY ANCHOR

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FLAG POLE

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ELECTRICAL SWITCH

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ELECTRICAL JUNCTION BOX

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STUMP

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CONIFEROUS TREE

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ROOF DRAIN

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WVLT

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EVLT

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ASPHALT

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W/UD

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GAS VALVE

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CONTROL STATION

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ROCK

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WITH UTILITY DROP

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INFORMAL DRAINAGE DRAW

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TELEPHONE BOOTH

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OLD FOUNDATION FOOTING REMAINS

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TELEPHONE VAULT

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TELVLT

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ROCK AREA

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ROCK OUTCROP/BOULDER

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WOOD FOOTING SUPPORT

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SANITARY TO BUILDING

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WATER TO BUILDING

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PELLET STOVE VENT

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SANITARY VENT

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STONE PAVER SURFACE

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UNKNOWN RISER

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ELECTRIC RISER

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MONITOR WELL

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TELECOMMUNICATION BOX

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TELECOMMUNICATION RISER

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GRAVEL/DIRT ROAD

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FIRE PIT

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ELECTRIC UTILITY LINES (OTHER)

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UNDERGROUND ELECTRIC LINES

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ELECTRIC CABINET/CONNECTION TO BUILDING

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ELECTRICAL/UTILITIES CROSSINGS

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SITE PATH CENTER LINE

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ELECTRIC UTILITY LINES

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EXISTING ELECTRICAL (OTHER) PULL BOX, HAND HOLE, OR VAULT

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FOUND MONUMENT AS NOTED

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VEGETATION

UTILITY TELEPHONE LINES

R E G

I S T E R E D P R O F E S S I O N A L E NG I NE ER

S T A T E O F C A L I F O R N I A

No. E 14788

Exp. 6-30-23

E L E C T R I C A L

N I E L J A ME S GOT T

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text 06/14/22 5:08 JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-002.DWG JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-002.DWG JUMILLER R20 C:\PWWORKING\WEST01\D2197641\E-002.DWG R20 C:\PWWORKING\WEST01\D2197641\E-002.DWG C:\PWWORKING\WEST01\D2197641\E-002.DWG

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CONSTRUCTION DOCUMENT

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YOSEMITE NATIONAL PARK

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GENERAL NOTES

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D. GOTT

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J. MILLER

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R. GENATO

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1. YOSEMITE NATIONAL PARK IS A HIGH PUBLIC USE FACILITY. CONTRACTOR SHALL PROTECT THE PUBLIC FROM YOSEMITE NATIONAL PARK IS A HIGH PUBLIC USE FACILITY. CONTRACTOR SHALL PROTECT THE PUBLIC FROM ALL OPERATIONS AND WORK AREAS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL STAGING AREAS, WORK SITES, MATERIAL HANDLING AREAS AND TEMPORARY SOURCES OF WATER. 2. YOSEMITE NATIONAL PARK IS HOME TO BEARS AND OTHER WILD ANIMALS THAT WILL FORAGE FOR FOOD. ALL YOSEMITE NATIONAL PARK IS HOME TO BEARS AND OTHER WILD ANIMALS THAT WILL FORAGE FOR FOOD. ALL WORK AREAS ARE TO BE KEPT CLEAN OF ATTRACTIVE MATERIALS SUCH AS FOOD, GREASE, GARBAGE, AND DEBRIS. 3. EMERGENCY SERVICES WITHIN THE PARK ARE LIMITED. THE CONTRACTOR SHALL DEVELOP EMERGENCY SERVICES WITHIN THE PARK ARE LIMITED. THE CONTRACTOR SHALL DEVELOP A SAFETY PLAN IN ACCORDANCE WITH THE SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL PROVIDE TRAINING TO ALL EMPLOYEES AND POST THE EMERGENCY CONTACTS, LOCATION OF THE HOSPITAL, AND OTHER EMERGENCY SERVICES. 4. POLICE, RANGER SERVICES, AND FIRE PROTECTION ARE PROVIDED BY THE NATIONAL PARK SERVICE. POLICE, RANGER SERVICES, AND FIRE PROTECTION ARE PROVIDED BY THE NATIONAL PARK SERVICE. CONTRACTOR SHALL ESTABLISH CONTACTS WITH THESE SERVICES AND KEEP THEM APPRISED OF WORK SCHEDULES, TRAFFIC CONTROL AND WORK PROGRESS. 5. CONTRACTOR SHALL MAINTAIN A LIST OF COMMONLY ASKED QUESTIONS WITH ANSWERS CONTRACTOR SHALL MAINTAIN A LIST OF COMMONLY ASKED QUESTIONS WITH ANSWERS FOR USE WHEN DISCUSSING THE PROJECT WITH THE PUBLIC. ADDITIONAL PUBLIC INQUIRY NOT ADDRESSED ON THE LIST SHALL BE REFERRED TO THE CONTRACTING OFFICER. THE PROJECT PURPOSE AND ANTICIPATED QUESTIONS/ANSWERS FROM THE GENERAL PUBLIC WILL BE PREPARED BY THE NATIONAL PARK SERVICE AND WILL BE PROVIDED TO THE CONTRACTOR. 6. CONTRACTOR SHALL MAINTAIN ON-SITE AND IN ALL VEHICLES A COPY OF THE SPILL CONTRACTOR SHALL MAINTAIN ON-SITE AND IN ALL VEHICLES A COPY OF THE SPILL PREVENTION AND RESPONSE PLAN. ALL PERSONNEL SHALL BE TRAINED IN THE CONDITIONS OF THE PLAN AND SHALL BE FULLY KNOWLEDGEABLE OF THE REPORTING REQUIREMENTS AND PROCEDURES. 7. THE CONTRACT DOCUMENTS FOR UTILITY RELATED WORK ON THIS PROJECT ARE COMPOSED OF THESE THE CONTRACT DOCUMENTS FOR UTILITY RELATED WORK ON THIS PROJECT ARE COMPOSED OF THESE IMPROVEMENT PLANS AND THE PROJECT SPECIFICATIONS. 8. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE FEDERAL OSHA CONSTRUCTION THE CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE FEDERAL OSHA CONSTRUCTION SAFETY ORDINANCE PERTAINING TO EXCAVATIONS AND TRENCHES. 10. ALL WORK SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE NPS. WORK SHALL NOT BE ALL WORK SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE NPS. WORK SHALL NOT BE COVERED PRIOR TO INSPECTION AND APPROVAL. REJECTED WORK SHALL BE REDONE AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS WITHIN THE PARK. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS WITHIN THE PARK. 12. THE CONTRACTOR IS TO PRESERVE AND PROTECT ALL EXISTING TREES AND IMPROVEMENTS NOT SPECIFICALLY THE CONTRACTOR IS TO PRESERVE AND PROTECT ALL EXISTING TREES AND IMPROVEMENTS NOT SPECIFICALLY SHOWN TO BE REMOVED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MITIGATION TO DAMAGED TREES. 13. THE CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER AND UTILITY COMPANIES OF PROPOSED LOCATIONS THE CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER AND UTILITY COMPANIES OF PROPOSED LOCATIONS AND TIMES FOR EXCAVATION. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PREVENTING DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PREVENTING DAMAGE TO EXISTING UTILITIES. THE GOVERNMENT HAS ATTEMPTED TO SHOW THE APPROXIMATE LOCATION OF MAJOR UTILITIES ON THE DRAWINGS INCLUDING WATER LINES, SEWER LINES, AND PRIMARY ELECTRICAL LINES. SMALL SEWER SERVICES AND WATER LINES, SECONDARY ELECTRICAL AND TELEPHONE LINES HAVE NOT BEEN SHOWN. THE CONTRACTOR SHALL SWEEP ALL SITES AND ALIGNMENTS AFFECTED BY CONSTRUCTION OPERATIONS WITH SUITABLE DETECTION DEVICES. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, 800-227-2600 AND THE NATIONAL PARK SERVICE. A MINIMUM OF TWO WORK WEEKS PRIOR TO EXCAVATING FOR COORDINATING AND MARKING THE LOCATION OF UNDERGROUND UTILITIES. (THE AREAS PLANNED FOR EXCAVATION SHALL BE OUTLINED BY THE CONTRACTOR IN WHITE MARKING PAINT WITH "USA" WRITTEN AT A HIGHLY VISIBLE LOCATION ADJACENT TO THE EXCAVATION AREA. IN AREAS TO BE EXCAVATED, THE LOCATION OF ALL EXISTING DIRECT BURIAL PRIMARY ELECTRICAL CABLE SHALL BE MARKED ON THE GROUND SURFACE OR ON THE PAVEMENT. IN ADDITION, THE LOCATION OF ALL SEWER CROSSINGS OR OTHER UNDERGROUND UTILITIES OR KNOWN OBSTRUCTIONS SHALL ALSO BE CLEARLY MARKED AHEAD OF EXCAVATION FOR CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL PAINT MARKINGS AS SOON AS EXCAVATION IS COMPLETED. IF DAMAGE OCCURS, REPAIR OF UTILITY SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.) 15. CONTRACTOR SHALL HAND DIG OR POTHOLE ALL EXISTING PRIMARY, SECONDARY, ELECTRIC AND CONTRACTOR SHALL HAND DIG OR POTHOLE ALL EXISTING PRIMARY, SECONDARY, ELECTRIC AND COMMUNICATIONS CIRCUITS PRIOR TO DIGGING WITH AN EXCAVATOR OR BACKHOE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGED CONDUCTORS AT NO ADDITIONAL COST TO THE GOVERNMENT. THE YOSEMITE HIGH VOLTAGE SHOP WILL ASSIST THE CONTRACTOR WITH UNDERGROUND CIRCUIT LOCATES AS THEY CAN, BUT THE CONTRACTOR BEARS ULTIMATE RESPONSIBILITY OF ALL LOCATES AND VERIFICATIONS. 16. EXISTING BURIED UTILITIES ARE INDICATED ON THE DRAWINGS WHERE SUCH UTILITIES ARE KNOWN. THE EXISTING BURIED UTILITIES ARE INDICATED ON THE DRAWINGS WHERE SUCH UTILITIES ARE KNOWN. THE LOCATION AND EXTENT OF SUCH UTILITIES ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, PROTECT AND MAINTAIN ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. ONLY ACTUAL POTHOLE EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, THE NPS, THE UTILITY OWNER AND THE CONTRACTING OFFICER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED. 17. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NECESSARY UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL NECESSARY UTILITY RELOCATIONS. 18. ANY EXISTING UTILITY INTO WHICH PROPOSED UTILITIES ARE TO BE CONNECTED SHALL FIRST BE EXPOSED BY ANY EXISTING UTILITY INTO WHICH PROPOSED UTILITIES ARE TO BE CONNECTED SHALL FIRST BE EXPOSED BY THE CONTRACTOR. THE CONTRACTOR SHALL THEN MEASURE THE EXISTING LOCATION AND ELEVATION FOR POSSIBLE CONFLICTS OR OTHER INCONSISTENCIES WITH PLANS. IF THESE MEASUREMENTS REVEAL CONFLICTS OR OTHER INCONSISTENCIES WITH THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND REQUEST DESIGN OR OTHER MODIFICATIONS TO RESOLVE THE CONFLICT OR INCONSISTENCIES. 19. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES INCLUDING DRAIN LINES AT CROSSINGS OF EXISTING AND THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES INCLUDING DRAIN LINES AT CROSSINGS OF EXISTING AND PROPOSED UTILITIES AND PRIOR TO THE STAKING OF THE PROPOSED UTILITIES AND PRIOR TO ANY EXCAVATION FOR PROPOSED UTILITY INSTALLATION. CONTRACTOR SHALL MEASURE THE ELEVATION OF THE EXISTING UTILITIES AND CHECK FOR CONFLICTS WITH THE PROPOSED UTILITIES. IF A GRADE CONFLICT DOES OCCUR, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER. THE CONTRACTING OFFICER SHALL DESIGN ANY GRADE ADJUSTMENT NECESSARY TO RESOLVE THE GRADE CONFLICT. 20. ANY EXISTING UTILITY STRUCTURE INCLUDING BUT NOT LIMITED TO VALVE BOXES, SEWER AND STORM ANY EXISTING UTILITY STRUCTURE INCLUDING BUT NOT LIMITED TO VALVE BOXES, SEWER AND STORM MANHOLES AND INLETS, ELECTRICAL, WATER, GAS AND TELEPHONE BOXES AND VAULTS OCCURRING IN THE LOCATION OF PROPOSED IMPROVEMENTS SHALL BE PROTECTED AND RESET TO THE NEW FINISH GRADE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL EXISTING SURVEY MONUMENTS AND ANY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL EXISTING SURVEY MONUMENTS AND ANY MONUMENTS OBLITERATED OR DAMAGED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 22. IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS AND PERSONS ENGAGED UPON THE CONTRACT. 23. ALL CONSTRUCTION ACTIVITIES NOT WITHIN PAVED OR IMPROVED SURFACES SHALL BE LIMITED TO WITHIN 15 ALL CONSTRUCTION ACTIVITIES NOT WITHIN PAVED OR IMPROVED SURFACES SHALL BE LIMITED TO WITHIN 15 FEET OF THE CENTERLINE OF THE EXISTING UTILITY ALIGNMENT. UNDER NO CIRCUMSTANCES SHALL ANY WORK, STORAGE OF VEHICLES OR MATERIALS OR DEBRIS BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA OR WITHIN THE WATERWAYS OF THE TUOLUMNE RIVER. 24. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 24-HOUR PER DAY DUST CONTROL. DUST CONTROL THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 24-HOUR PER DAY DUST CONTROL. DUST CONTROL MEASURES SHALL BE APPLIED AS NECESSARY, OR AS DIRECTED BY THE NPS TO PREVENT THE TRANSPORT OFF-SITE OF ANY DUST OR OTHER AIRBORNE NUISANCE. 25. TRUCKS HAULING DIRT AND DEBRIS SHALL BE COVERED TO REDUCE WIND BLOWN DUST AND SPILLS. TRUCKS HAULING DIRT AND DEBRIS SHALL BE COVERED TO REDUCE WIND BLOWN DUST AND SPILLS. 26. ON DRY DAYS, DIRT OR DEBRIS SPILLED ONTO PAVED SURFACES SHALL BE SWEPT UP IMMEDIATELY TO ON DRY DAYS, DIRT OR DEBRIS SPILLED ONTO PAVED SURFACES SHALL BE SWEPT UP IMMEDIATELY TO REDUCE RESUSPENSION OF PARTICULATE MATTER CAUSED BY VEHICLE MOVEMENT. APPROACH ROUTES TO CONSTRUCTION SITES SHALL BE CLEANED DAILY OF CONSTRUCTION RELATED DIRT IN DRY WEATHER. 27. ON-SITE STOCKPILES OF IMPORTED AND EXCAVATED MATERIAL TO BE LEFT IN PLACE FOR MORE THAN 24 ON-SITE STOCKPILES OF IMPORTED AND EXCAVATED MATERIAL TO BE LEFT IN PLACE FOR MORE THAN 24 HOURS SHALL BE COVERED AND BERMED TO PREVENT DUST AND RUNOFF. 28. THE COST OF PROTECTION AND/OR REPAIR OF THE CONTRACTOR'S WORK AS AFFECTED BY STORM WATERS THE COST OF PROTECTION AND/OR REPAIR OF THE CONTRACTOR'S WORK AS AFFECTED BY STORM WATERS DURING INCLEMENT WEATHER SHALL BE THE CONTRACTOR'S RESPONSIBILITY UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE NPS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT PROPERTIES OR IMPROVEMENTS AS A RESULT OF NOT PROTECTING SUCH AREAS FROM STORM WATERS FLOWING OUT OF THE WORK AREA. 29. THE COST OF CORRECTIVE WORK REQUIRED FOR COMPLETION AND/OR ACCEPTANCE OF THE WORK THE COST OF CORRECTIVE WORK REQUIRED FOR COMPLETION AND/OR ACCEPTANCE OF THE WORK NECESSITATED BECAUSE OF UNSATISFACTORY WORKMANSHIP OR MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 30. PRIOR TO THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE IN KIND ALL PRIOR TO THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE IN KIND ALL DAMAGED PROPERTY FOR WHICH HE IS RESPONSIBLE (INCLUDING CURBS, GUTTERS, SIDEWALKS, SLABS, PORCHES, STEPS, ROADS, AND PATHS). THE WORK SITE AND ADJACENT AREAS SHALL BE CLEANED UP. THIS REPAIR AND REPLACEMENT, AND CLEAN UP WORK SHALL BE SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE NPS. 31. THE FROST DEPTH IS 24". ALL FOUNDATIONS SHALL EXTEND AT LEAST 24" BELOW GRADE (BELOW THE FROST THE FROST DEPTH IS 24". ALL FOUNDATIONS SHALL EXTEND AT LEAST 24" BELOW GRADE (BELOW THE FROST DEPTH). 32. SHOWN LATERAL LOCATIONS ARE APPROXIMATE ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE SHOWN LATERAL LOCATIONS ARE APPROXIMATE ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR. 33. NOT ALL TOPOGRAPHY OR VEGETATION IS SHOWN. CONTRACTOR SHALL VISIT SITE TO BECOME ACQUAINTED NOT ALL TOPOGRAPHY OR VEGETATION IS SHOWN. CONTRACTOR SHALL VISIT SITE TO BECOME ACQUAINTED WITH ACCESS AND VEHICLE RESTRICTIONS. 34. POTHOLE ALL NEW VAULT OR HAND HOLE LOCATIONS TO CONFIRM DEPTHS PRIOR TO ORDERING PRECAST POTHOLE ALL NEW VAULT OR HAND HOLE LOCATIONS TO CONFIRM DEPTHS PRIOR TO ORDERING PRECAST ELEMENTS. 35. CONTRACTOR SHALL PREPARE ACCURATE AS-BUILT DRAWINGS OF ALL PROJECT WORK. THE AS-BUILT CONTRACTOR SHALL PREPARE ACCURATE AS-BUILT DRAWINGS OF ALL PROJECT WORK. THE AS-BUILT DRAWINGS SHALL INCLUDE ALL LOCATIONS AND ELEVATIONS OF ALL ANGLE POINTS AND FITTINGS OF NEW UTILITIES AND ABANDONED LINES. CONTRACTOR SHALL HAVE A CA LICENSED LAND SURVEYOR LOCATE ALL NEW ELECTRIC FEATURES, INCLUDING UNDERGROUND CONDUIT, HAND HOLES, AND VAULTS, (HORIZONTAL AND VERTICAL) PRIOR TO TRENCH BACKFILL. 36. CONTRACTOR SHALL RESTORE ALL AREAS TO EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, FOLLOWING CONTRACTOR SHALL RESTORE ALL AREAS TO EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, FOLLOWING CONSTRUCTION. 37. CONTRACTOR SHALL NOT BLOCK ROADWAY, DRIVEWAY, OR BUILDING ACCESS DURING CONSTRUCTION. SITE IS CONTRACTOR SHALL NOT BLOCK ROADWAY, DRIVEWAY, OR BUILDING ACCESS DURING CONSTRUCTION. SITE IS HEAVILY USED BY PARK STAFF DURING THE OPERATIONAL SEASON WHEN THE TIOGA ROAD IS OPEN. 38. PROJECT BUILDINGS AND FACILITIES WILL BE OCCUPIED DURING CONSTRUCTION. ENTRY REQUIRES OCCUPANT PROJECT BUILDINGS AND FACILITIES WILL BE OCCUPIED DURING CONSTRUCTION. ENTRY REQUIRES OCCUPANT PERMISSION AND PARK ESCORT. ROADS, DRIVEWAYS, AND BUILDING ACCESS SHALL NOT BE BLOCKED. 39. WORK NEAR STABLES SHALL NOT INTERFERE WITH HORSE OPERATIONS (SOUND AND ACCESS). WORK NEAR STABLES SHALL NOT INTERFERE WITH HORSE OPERATIONS (SOUND AND ACCESS). 40. TRENCHES SHALL BE COMPACTED TO 90% FOR UNPAVED AREAS AND 95% FOR PAVED AREAS AND AREAS TRENCHES SHALL BE COMPACTED TO 90% FOR UNPAVED AREAS AND 95% FOR PAVED AREAS AND AREAS BENEATH STRUCTURES. 41. STAGING AREA IS LOCATED IN THE DOG LAKE PARKING LOT. SEE SHEETS E-301 AND E-303 FOR OVERALL STAGING AREA IS LOCATED IN THE DOG LAKE PARKING LOT. SEE SHEETS E-301 AND E-303 FOR OVERALL VIEW. 42. ROCK EXCAVATION WILL BE REQUIRED. FOR THE PURPOSES OF THIS CONTRACT, BOULDERS 48" DIAMETER OR ROCK EXCAVATION WILL BE REQUIRED. FOR THE PURPOSES OF THIS CONTRACT, BOULDERS 48" DIAMETER OR LESS SHALL NOT BE CONSIDERED DIFFERING SITE CONDITIONS. CONTRACTOR SHALL PROVIDE EQUIPMENT CAPABLE OF EXCAVATING BOULDERS A MINIMUM DIAMETER OF 48". 43. THE CONTRACTOR WILL COMPLY WITH THE ENVIRONMENTAL MITIGATION REQUIREMENTS PER THE SPECIFICATIONS THE CONTRACTOR WILL COMPLY WITH THE ENVIRONMENTAL MITIGATION REQUIREMENTS PER THE SPECIFICATIONS AND AS NOTED ON CONTRACT DRAWINGS.

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GENERAL NOTES:

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GENERAL ELECTRICAL NOTES:

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1. THE CONTRACTOR SHALL USE TAMPER PROOF RECEPTACLES IN ALL DWELLING UNITS. THE CONTRACTOR SHALL USE TAMPER PROOF RECEPTACLES IN ALL DWELLING UNITS. 2. ALL NEW DEVICE INSTALLATIONS SHALL COMPLY WITH ADA REQUIREMENTS. MOUNTING HEIGHTS SHALL BE AS ALL NEW DEVICE INSTALLATIONS SHALL COMPLY WITH ADA REQUIREMENTS. MOUNTING HEIGHTS SHALL BE AS FOLLOWS: RECEPTACLES, UNOBSTRUCTED: MIN 15", MAX 48"; RECEPTACLES OVER COUNTERTOPS: 44" AFF; SWITCHES, UNOBSTRUCTED: 48" AFF; SWITCHES OVER COUNTERTOPS: 44" AFF; TOP OF PANELS: MAXIMUM OF 78" AFF AND FOLLOW ADA REQUIREMENTS. 3. CONTRACTOR SHALL COORDINATE WORK WITH SOUTHERN CALIFORNIA EDISON (SCE), AND PERFORM WORK CONTRACTOR SHALL COORDINATE WORK WITH SOUTHERN CALIFORNIA EDISON (SCE), AND PERFORM WORK ACCORDING TO SCE REQUIREMENTS. CONTRACTOR SHALL PAY ALL SCE FEES, REQUIRED FOR NEW TRANSFORMER INSTALLATION, HOT TAPS, INSPECTIONS, SCE METER INSTALLATION, ETC., DIRECTLY TO SCE, INCLUDING FEES REQUIRED FOR SERVICE CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM. 4. ALL EXISTING HAND HOLES WHICH ARE PLANNED TO BE RE-USED SHALL BE CLEANED, A SOLID CONCRETE ALL EXISTING HAND HOLES WHICH ARE PLANNED TO BE RE-USED SHALL BE CLEANED, A SOLID CONCRETE BASE INSTALLED, AND SEALED AT ALL PENETRATIONS. LIDS NEED TO BE LABELED "NPS ELECTRIC". LIDS BETWEEN SCE TRANSFORMERS AND SCE METER MAINS SHALL BE LABELED "SCE ELECTRIC" AND CONFORM TO SCE REQUIREMENTS, SUBJECT TO SCE APPROVAL. 5. ALL NEW UG ELECTRICAL AND DATA CONDUIT SHALL BE SCHEDULE 80 PVC. INSTALL LOCATOR WIRE ABOVE ON ALL NEW UG ELECTRICAL AND DATA CONDUIT SHALL BE SCHEDULE 80 PVC. INSTALL LOCATOR WIRE ABOVE ON ALL UNDERGROUND CONDUIT. TERMINATE AT BUILDINGS IN INSPECTION WELL BOXES AS SHOWN ON DETAIL 5, SHEET E502, AND AT HAND HOLES AS SHOWN ON DETAIL 1, SHEET E503. 6. EXISTING UG ELECTRIC LINES MAY BE DIRECT BURIAL. PRIOR TO EXCAVATION, CONTRACTOR SHALL POTHOLE TO EXISTING UG ELECTRIC LINES MAY BE DIRECT BURIAL. PRIOR TO EXCAVATION, CONTRACTOR SHALL POTHOLE TO DETERMINE. 7. CONTRACTOR IS REQUIRED TO LOCATE ALL UTILITIES BY POT HOLING. EXISTING UTILITIES SHOWN HAVE BEEN CONTRACTOR IS REQUIRED TO LOCATE ALL UTILITIES BY POT HOLING. EXISTING UTILITIES SHOWN HAVE BEEN GATHERED FROM EXISTING RECORDS, WHICH ARE NOT COMPLETE. CONTRACTOR SHALL POT HOLE PRIOR TO DIGGING. 8. ALL NEW INTERIOR CONDUIT IN BUILDINGS SHALL BE EMT.ALL NEW INTERIOR CONDUIT IN BUILDINGS SHALL BE EMT.

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TEMPORARY POWER NOTES:

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1. RESIDENTS WORK VARIED HOURS, BUT ARE MOST OFTEN IN THEIR CABINS DURING EVENING AND NIGHT HOURS. WORK RESIDENTS WORK VARIED HOURS, BUT ARE MOST OFTEN IN THEIR CABINS DURING EVENING AND NIGHT HOURS. WORK IS NOT ALLOWED OUTSIDE OF DAYTIME HOURS (8:00 AM TO 5:00 PM) AND GENERATORS USED FOR TEMPORARY POWER SHALL BE QUIET (LESS THAN 60 DB) AND SOUND INSULATED. 2. TEMPORARY POWER SHALL BE PROVIDED TO ALL BUILDINGS. POWER INTERRUPTIONS SHALL BE LIMITED TO 1 HOUR TO TEMPORARY POWER SHALL BE PROVIDED TO ALL BUILDINGS. POWER INTERRUPTIONS SHALL BE LIMITED TO 1 HOUR TO THE SAR/LE BLDG 3029 AND THE CELL SERVICE AND TELECOM EQUIPMENT, 4 HOURS TO ALL OTHER BUILDINGS. A SCHEDULE SHALL BE SUBMITTED TO THE COR FOR APPROVAL PER SPECIFICATIONS.

AutoCAD SHX Text RESOURCE PROTECTIONS: ALL PROJECT STAFF WILL ATTEND A PRE-CONSTRUCTION RESOURCE PROTECTION BRIEFING, COVERING THE IDENTIFICATION OF LISTED AMPHIBIANS AND THEIR CONSERVATION. THE PROJECT MANAGER WILL COORDINATE THIS MEETING WITH AQUATIC WILDLIFE STAFF NO LATER THAN 2 WEEKS BEFORE THE START OF THE PROJECT CONSTRUCTION TO SCHEDULE A MUTUALLY AGREEABLE TIME FOR THE MEETING. TRENCHES WILL BE BACKFILLED AT THE END OF EVERY WORK DAY, IDEALLY. ANY OPEN TRENCHES WILL BE INSPECTED MULTIPLE TIMES A DAY FOR THE DETECTION OF ENTRAPPED WILDLIFE. IF TRENCHES CANNOT BE CANNOT BE BACKFILLED AT THE END OF THE WORK DAY, THEY WILL BE OUTFITTED WITH ESCAPE RAMPS (EVEN IF THE TRENCHES ARE COVERED) TO PREVENT ENTRAPMENT OF SMALL WILDLIFE. THE PROJECT WILL NOT REQUIRE ON-SITE YOSEMITE TOAD MONITORING, UNLESS A YOSEMITE TOAD IS DISCOVERED IN THE AREA, SUBSEQUENT TO THIS COMPLIANCE BEING ISSUED. IF YOSEMITE TOADS ARE FOUND, THE PROJECT WILL REQUIRE AN ON-SITE MONITOR DURING GROUND DISTURBING WORK ACTIVITIES. IF STAFF OBSERVE A YOSEMITE TOAD OR SIERRA NEVADA YELLOW-LEGGED FROG, WORK IN THE AREA MUST STOP AND THE PARK AQUATIC ECOLOGIST MUST BE CONTACTED IMMEDIATELY (ROB GRASSO 209-379-1438). STAFF MAY NOT HANDLE OR OTHERWISE DISTURB LISTED WILDLIFE, SUCH AS A YOSEMITE TOAD OR SIERRA NEVADA YELLOW-LEGGED FROG. WORK MAY COMMENCE AT THE DIRECTION OF THE PARK AQUATIC ECOLOGIST, AFTER A RISK ASSESSMENT AND POSSIBLY ADDITIONAL CONSULTATION WITH USFWS OCCURS. STAFF WILL OBEY POSTED SPEED LIMITS WHILE TRAVELING IN THE PARK. WORK WILL ONLY OCCUR DURING DAYLIGHT HOURS. STAFF WILL EXERCISE EXTRA VIGILANCE FOR FROGS AND TOADS THAT MAY BE CROSSING ROADS WHEN WARM, WET CONDITIONS OCCUR (AFTERNOON THUNDERSTORMS ETC). THE PROJECT WILL FOLLOW ALL RESOURCE PROTECTIONS AND STIPULATIONS CONTAINED IN THE ATTACHED BIOLOGICAL OPINION, AVAILABLE UPON REQUEST. 1. TAKE STEPS (AS CALLED FOR BELOW) TO MITIGATE DAMAGE TO TREE ROOTS DUE TO EXCAVATION, WHEREVER THE TAKE STEPS (AS CALLED FOR BELOW) TO MITIGATE DAMAGE TO TREE ROOTS DUE TO EXCAVATION, WHEREVER THE FOLLOWING CIRCUMSTANCES APPLY: A. WHEREVER EXCAVATION MUST TAKE PLACE WITHIN THE DRIP LINE OF OAK TREES REGARDLESS OF DIAMETER. WHEREVER EXCAVATION MUST TAKE PLACE WITHIN THE DRIP LINE OF OAK TREES REGARDLESS OF DIAMETER. B. WHEREVER EXCAVATION MUST TAKE PLACE WITHIN THE DRIP LINE OF TREES OTHER THAN OAKS, FOR ALL TREES WHEREVER EXCAVATION MUST TAKE PLACE WITHIN THE DRIP LINE OF TREES OTHER THAN OAKS, FOR ALL TREES 12" OR LARGER IN DIAMETER. 2. TREES WHICH ARE ANTICIPATED TO MEET THESE CRITERIA, AND THEREFORE REQUIRE STEPS TO MITIGATE DAMAGE TO TREES WHICH ARE ANTICIPATED TO MEET THESE CRITERIA, AND THEREFORE REQUIRE STEPS TO MITIGATE DAMAGE TO ROOTS DUE TO EXCAVATION, ARE SHOWN ON THE DRAWINGS. ADJUSTMENTS IN TRENCH ALIGNMENT OR OTHER FACTORS MAY RESULT IN VARIATIONS IN WHICH TREES ARE AFFECTED. THE CONTRACTOR SHALL ACCOMMODATE THESE VARIATIONS AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. 3. FOLLOWING ARE THE STEPS THAT ARE REQUIRED TO MITIGATE DAMAGE TO ROOTS DUE TO EXCAVATION: FOLLOWING ARE THE STEPS THAT ARE REQUIRED TO MITIGATE DAMAGE TO ROOTS DUE TO EXCAVATION: A. EXCAVATE CAREFULLY WHERE TREE ROOTS MIGHT BE ENCOUNTERED. WHERE ROOTS 2" AND LARGER ARE EXCAVATE CAREFULLY WHERE TREE ROOTS MIGHT BE ENCOUNTERED. WHERE ROOTS 2" AND LARGER ARE ENCOUNTERED, HAND EXCAVATE AS REQUIRED TO PREVENT DAMAGE TO ROOTS. TUNNEL UNDER ROOTS TO BE SAVED, HAND EXCAVATING AS NECESSARY. a. DO NOT CUT ROOTS OVER 2" IN DIAMETER WITHOUT APPROVAL OF CONTRACTING OFFICER. DO NOT CUT ROOTS OVER 2" IN DIAMETER WITHOUT APPROVAL OF CONTRACTING OFFICER. b. CLEANLY SAW-CUT ROOTS BETWEEN 1" AND 2" IN DIAMETER WHERE THEY INTERFERE WITH WORK; DO NOT CLEANLY SAW-CUT ROOTS BETWEEN 1" AND 2" IN DIAMETER WHERE THEY INTERFERE WITH WORK; DO NOT CUT ROOTS EXCEPT AS NECESSARY. ROOTS BETWEEN 1" AND 2" IN DIAMETER, WHICH MUST BE CUT, SHALL BE CLEANLY SAW-CUT NEAR THE EDGE OF TRENCH CLOSEST TO THE TREE TO PREVENT ROOTS FROM BEING DISLODGED FROM SOIL BY EQUIPMENT. 5. AVOID SOIL COMPACTION WITHIN PLANT ROOT ZONES WITH HEAVY EQUIPMENT AND VEHICLES WITHIN THE PROJECT AVOID SOIL COMPACTION WITHIN PLANT ROOT ZONES WITH HEAVY EQUIPMENT AND VEHICLES WITHIN THE PROJECT WORK LIMITS. 6. DO NOT CUT WHEELS OR MAKE SHARP TURNS WITH WHEELED OR TRACKED EQUIPMENT IN ROOT ZONES. DO NOT CUT WHEELS OR MAKE SHARP TURNS WITH WHEELED OR TRACKED EQUIPMENT IN ROOT ZONES. 7. DO NOT PILE EXCAVATED SOIL AGAINST TREE TRUNKS. DO NOT PILE EXCAVATED SOIL AGAINST TREE TRUNKS. 8. DO NOT MECHANICALLY COMPACT SOILS IN UNDEVELOPED AREAS EXCEPT TO MEET MINIMUM COMPACTION DO NOT MECHANICALLY COMPACT SOILS IN UNDEVELOPED AREAS EXCEPT TO MEET MINIMUM COMPACTION REQUIREMENTS AS APPROVED BY THE CONTRACTING OFFICER. 9. MAINTAIN ORIGINAL SOIL TOPOGRAPHY IN PLANT ROOT ZONES WHENEVER POSSIBLE. MAINTAIN ORIGINAL SOIL TOPOGRAPHY IN PLANT ROOT ZONES WHENEVER POSSIBLE. 10. PRESERVE TREE SNAGS WHERE FEASIBLE AS POTENTIAL BAT OR BIRD HABITAT. PRESERVE TREE SNAGS WHERE FEASIBLE AS POTENTIAL BAT OR BIRD HABITAT. CULTURAL RESOURCES PROTECTIONS: ALL GROUND DISTURBANCE ACTIVITIES SHALL BE COORDINATED AND MONITORED BY CONTRACTOR HIRED NPS APPROVED TRIBAL MONITORS. NO GROUND DISTURBANCE WORK SHALL OCCUR WITHOUT THE PRESENCE OF A TRIBAL MONITOR. HISTORIC STRUCTURE PROTECTIONS: THE CONTRACTOR SHALL MEET WITH THE YOSEMITE HISTORIC ARCHITECT AT LEAST TWO WEEKS PRIOR TO MAKING ANY MODIFICATIONS TO EXISTING STRUCTURES AND TO OBTAIN APPROVAL FOR ALL METHODS AND MATERIALS PROPOSED. THE CONTRACTOR AND COR SHALL SCHEDULE A DATE AND TIME AGREEABLE TO ALL PARTIES.

9. ALL NEW ABOVE GROUND CONDUIT SHALL BE RGC, PAINTED NPS WOSKY BROWN. ALL NEW ABOVE GROUND CONDUIT SHALL BE RGC, PAINTED NPS WOSKY BROWN. 10. LABEL EACH/ALL HAND HOLES (HHS) AND/OR PULL BOXES (PBS). LABEL CABLES AT EACH HH, PB, AND TERMINATION LABEL EACH/ALL HAND HOLES (HHS) AND/OR PULL BOXES (PBS). LABEL CABLES AT EACH HH, PB, AND TERMINATION POINT. LABELS SHALL USE 6 INCH RED VINYL, STENCIL PUNCHED TAGS, ATTACHED WITH UV STABLE WIRE ZIP TIES. INCLUDE DISTANCE AND DIRECTION OF ALL CONDUCTORS AT ALL ACCESS POINTS AS WELL AS NUMBER OF ACCESS POINTS ALONG THE CIRCUIT ROUTE. FOR EXAMPLE: “TO BLDG 3001, 265’ NE VIA 3 PBs". TO BLDG 3001, 265’ NE VIA 3 PBs". NE VIA 3 PBs". 11. BUNDLE, COLOR CODE, AND LABEL EACH FEEDER CIRCUIT AT ALL HHS AND PBS WHERE MORE THAN ONE FEEDER IS BUNDLE, COLOR CODE, AND LABEL EACH FEEDER CIRCUIT AT ALL HHS AND PBS WHERE MORE THAN ONE FEEDER IS PRESENT IN THE BOX, AS WELL AS SINGLE FEEDER CIRCUIT IN A BOX. 12. ALL METER MAIN PANELS SHALL MEET SCE REQUIREMENTS AND APPROVAL PER SCE APPROVED LIST. ALL METER MAIN PANELS SHALL MEET SCE REQUIREMENTS AND APPROVAL PER SCE APPROVED LIST. 13. NEW UNDERGROUND ELECTRIC LINES ARE SCHEMATIC IN NATURE AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL NEW UNDERGROUND ELECTRIC LINES ARE SCHEMATIC IN NATURE AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL ADJUST ROUTES TO AVOID EXISTING UTILITIES, BOULDERS, AND TREES AS NECESSARY. 14. CONDUITS SHALL BE CLEANED AND MANDRELED TO ENSURE AN INTACT PATHWAY. CONTRACTOR SHALL MAKE EVERY CONDUITS SHALL BE CLEANED AND MANDRELED TO ENSURE AN INTACT PATHWAY. CONTRACTOR SHALL MAKE EVERY EFFORT TO REMOVE DIRT, MUD AND DEBRIS FROM THE CONDUIT INCLUDING SWABBING, FLUSHING AND BLOWING THE CONDUIT FREE IF REQUIRED. SEE SPECIFICATION 26 05 43.

R EG

I S T E R E D P R O F E S S I O N A L E NG I N E E R

S T A T E O F C A L I F O R N I A

No. E 14788

Exp. 6-30-23

E L E C T R I C A L

N I E L J A ME S GOTT

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LPG

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EVLT

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MW-11

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FLAGPOLE

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NPS FUEL STATION

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200 LF

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LEACH FIELD

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2"PE S

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10" DI S

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10" DI S

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CONC.

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SLAB

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TELE

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STRUCTURE

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1500 GAL.

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SEPTIC TANK

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VENT

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UG ELECT

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CELL

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SEARCH AND RESCUE

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HISTORIC

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HISTORIC

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HISTORIC BARN

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SHED

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TENT CABIN

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TENT

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HARD TOP

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HISTORIC

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HISTORIC RESTROOM

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TENT CABIN

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HARD TOP

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HARD TOP

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WINTER CABIN

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WINTER

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SHED

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HISTORIC…

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File details come from the government source that posted it. Updated Jul 22, 2022.