Attach_04_2011_Pinecrest_East_Shore_Improvements_PLANS.pdf

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PINECREST RECREATION AREA - EASTS HORE

DAY USE AREA IMPROVEMENTS

Stanislaus National Forest, Tuolumne County, CA

BID SET

Location Map

LICENSEE:

PG&E

Land & Environmental Management, Hydro Support 5555 Florin-Perkins Road, Room 100 Sacramento, CA 95826 Tel: (916) 386 5485

August 2011

"j\, /4'jj-;----:--, --;£~

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REVIEWING AGENCY:

United States Department of Agriculture, Forest Service Stanislaus National Forest Summit Ranger District #1 Pinecrest Lake Road Pinecrest, CA 95364 Tel: (209) 965-3434 Facsimile: (209) 965-3985

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LANDSCAPE ARCHITECT:

DESIGNWORKSHOP

P.O. Box 5666 128 Market Street, Suite 3E Stateline, NV 89449 Tel: (775) 588-5929 Facsimile: (775) 588-1559

ELECTRICAL ENGINEER:

S.A. Engineering P.O. Drawer 2469 Truckee, CA 95160-2469 Tel: (530) 587-4725 Facsimile: (530) 587-7523

Project Description FERC Project No. 2130

Condition No. 29 Recreation Facilities and Administration

Rehabilitate and Improve Pinecrest Day Use Facilities, Pinecrest Recreation Area

Background:

As part of a 2009 licensing agreement between the Federal Energy Regulatory Commission (FERC) and PG&E to generate hydroelectric power, PG&E is implementing a series of recreation related improvements in the Pinecrest Day Use Area adjacent to Pinecrest Lake that were conditioned by the USDA

Forest Service as part of the licensing agreement. The improvements include the establishment of a restroom, floating pier and picnic facilities on the East Shore of Pinecrest Lake. The USDA Forest Service will be administering the construction contract.

Sheet Sheet Title No.

GENERAL

G1 .0 Cover Sheet with sheet index

LANDSCAPE

L 1.1 Materials Plan L2.1 Site Details L2.2 Site Details

ELECTRICAL ENGINEERING

E.1 Pinecrest - EastShore Restroom

-- ~TO

s1>,CRA \

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AO U I NI

Vicinity Map

APPROVAL:

,,. ... , FOREST SUPR\IISOR, STANISLAUS NATIONAL FOREST r•- ·

RECOMMENDED BY:

FOREST ENGINEER

Sheet Index

NA7"L

PARK

Signatures:

SURVEYfTOPOGRAPHIC NOTE:

BASE INFORMATION PROVIDED BY STANISLAUS

NATIONAL FOREST SERVICE. GROUND SURVEY

INFORMATION RECEIVED ON 12/11/2010.

1-800-227-2600 t)1;er . z ~- 201 / ' Date

q. ;i, J -11 Date

7,121 /4o11 Date

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USFS

Recreation Site sign "Sunrise Point Day Use Area" by others

COMPOSTING 2.1

RESTROOM

1.1

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Existing National Recreation Trail

Future picnic areas by others . Contractor to provide 3 picnic tables per Specifications.

New trail to be constructed by others

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USFS

Recreation Site sign "Sunrise Point Day Use Area" by others

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SITE DETAIL KEYNOTES:

G PAVEMENTS, RAMPS, CURBS

1.1 GIP Concrete L 2.1

@ MISCELLANEOUS

2.1 2-Stall Composting Restroom

2.2 Floating Pier e SIGNAGE

3.1 Kiosk

PATTERN LEGEND:

EXISTING GRANITE OUTCROP

CIP CONCRETE

SYMBOL LEGEND:

~ EXISTING TREE

~ TREE PROTECTION FENCING

~ TRASH RECEPTACLE

1!:1,1 RECYCLING RECEPTACLE

- KIOSK

L 2.1 L 2.2

L 2.2

' ' : : FUTURE PICNIC AREA (BY OTHERS)

' I , ________ ___ , NOTE:

1. LOCATION OFF ALL SITE IMPROVEMENTS

SHOWN ON DRAWINGS TO BE CONFIRMED

BY USFS CONTRACTING OFFICER ON SITE

2. CONTRACTOR TO PROVIDE 3 X PICNIC

TABLES PER SPECIFICATIONS. PICNIC PADS

AND PICNIC TABLE INSTALLATION BY

OTHERS.

3. COMPOSTING RESTROOM UNIT

INCLUDES FOUNDATION, FLOOR SLAB,

STRUCTURE, ROOFING, ELECTRICAL,

COMPOSTING UNIT, DECK AND STAIRS.

CONTRACTOR TO SUBMIT SHOP

DRAWINGS. REFER DETAILS &

SPECIFICATIONS.

4. FLOATING PIER INCLUDES CONCRETE

SHORE ABUTMENT, FLOATING PIER,

GANGWAY & ANCHORS. CONTRACTOR TO

SUBMIT SHOP DRAWINGS. REFER DETAILS

& SPECIFICATIONS.

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NORTH 0 10' 20'

1"=20'-0"

40'

Pacific Gas and Electric Company ..

USDA FOREST SERVICE

STANISLAUS NATIONAL FOREST

SUMMIT DISTRICT

#1 PINECREST LAKE ROAD

PINECREST, CA 85364

PH # (209) 965-3434

SUPERVISOR'S OFFICE

19777 GREENLEY ROAD

SONORA, CA 95370

PH# (209) 532-3671

DESIGNWORKSHOP

Landscape Architecture • Land Planning

Urban Design • Tourism Planning

Asheville • Aspen • Austin • Denver • Phoenix Salt Lake City • Lake Tahoe

P.O. Box 5666 128 Market Street, Suite 3E

Stateline, Nevada 89449-5666

(775) 588-5929

Facsimile (775) 588-1559

WWW. DE S I G N WO RK S H O P .CO M

ISSUE DATE: AUGUST 2011

REVISIONS

# DATE DESCRIPTION

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DRAWN: ER/LHL REVIEWED:~S=N __ _

EastShore

MATERIALS PLAN

PROJECT NUMBER: 4631

BID SET

SHEET NUMBER

L 1.1

«) COPYRIGHT DESIGNWORKSHOP, INC.

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2"+ .- • • • ·. • • '.'1. .<l

- - . ---., . - · - . - -- -- .-A.. - --.,- - . --- . . . q . A

4,000 PSI CONCRETE, AIR ENTRAINED

PORTLAND CEMENT, MEDIUM BROOM

FINISH PERPENDICULAR TO WALLS OR

SITE FURNISHINGS.

#4 REBAR SURROUNDING EACH PANEL

W/6" X 6" - 1 OG X 1 OG INELDED

WIRE MESH THROUGHOUT PANEL

ENSURE 2" COVER ABOVE REBAR 'CLEAR'

CLASS II AGGREGATE BASE COMPACTED TO

95% MAX. DRY DENSITY PER ASTM D1557

COMPACTED SUB-GRADE, MIN. 95% OF MAX

DENSITY PER ASTM D1557

NOTE:

1. PROVIDE CONTROL JOINTS, @ 5' O.C.

2. PROVIDE EXPANSION JOINTS, @ 20' O.C.

G)f--Cc::-

.. =1

,,--.F,_C_o_n_c_re_te _______ _______ ---<@

13'- "FLOOR

14'-8½" ROOF

12'-8½" STUD TO STUD

'4¼" V • 4 -, 4¼' V • 4

•12' 3'-6¼" 5' 8" 3'-6¼'

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0 ' FRPTOFIP "RPTOFRP ;r:-

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V V

FLOOR PLAN

SCALE: 1/4"= l '-0"

2"·

C

J R.

FRONT VIEW

SIDE VIEW

I

14" O,C. BOARD AND BATTEN

ON TOP FLOOR ONLY

OPENlNG B ETWEEN

VERTICAL POSTS TO BE

LESS THAN 6"

4~~·~--:-..·;-~;11;:';'·-~½·;~~11

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/~ ':~~~~ 1/ ./4 ~ ... '-5½.

V

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6x6 REDWOOD POST/

2-~,tall Composting Restroom

1--NT_S _ ____ _ :__ __ --==-------- --------- ---------< 2 ,1

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BMS D1EV AP' 2000

PATE1'!TNO. 5,342,516

SIMULA TED SHINGLE

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REAR VIEW

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..... ~-:-----e'<,, / ---.....:: ¾ ·

/ / :::----- --....:: r-----::: '

I

18" x 36" WINDOW WITH! _jW--Jt---tt~1~1

LOWE OBSCU RED 11"

GLASS ANDGLAZfNG

BARS

1- - h~

SIDING

ON

BOTTOM

FLOOR

.-J_,6 TREA·t W FLOOR JOtSl

2.1.6 TREATED rLATE

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~ 11-----11 , 11-----11 ~ It---"1I

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LOAD CENTIE

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SITE DETAIL KEYNOTES:

e PAVEMENTS, RAMPS, CURBS

1.1 CIP Concrete L 2.1

@ MISCELLANEOUS

2.1 2-Stall Composting Restroom L 2.1

2.2 Floating Pier L 2.2 e SIGNAGE

3. 1 Kiosk L 2.2

_I _________ _

Pacific Gas and Electric Company,,, U~;DA FOREST SERVICE

STANISLAUS NATIONAL FOREST

SUMMIT DISTRICT

11 Plt4ECREST LAKE ROAD

PINIECREST, CA Q5364

PIH# (20Q) 965-3434

SUPERVISOR'S OFFICE

19777 GREENLEY ROAD

SONORA, CA 95370

PH IJ (209) 532-3671 _, __________ _

Dl:SIGNWORKSHOP Landscape Architecture • Land Planning

Ulrban Design • Tourism Planning

Asheville • Aspen •Austin• Denver• Phoenix Salt Lake City • Lake Tahoe

P.O. Box 5666 128 Market Street, Suite 3E

Stateline, Nevada 89449-5666

(775) 588-5929

Facsimile (775) 588-1559

WWW . D ES I G N WO RK S H O P .CO M _, _________ llllilllllllllll

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ISSUE DATE: AUGUST 2011

REVISIONS

# ~DA~T.,,E__ =,DE==SccCR-"'IP_,_T,,,IO:.cN --~

DRAWN: cw REVIEWED: LHUSN - EastShore

SITE DETAILS

- PROJECT NUMBER: 4631 -

BID SET

-----------SHEET NUMBER

L2.1 _,11!!1 _________ _

«) C O P Y RI G H T O ESIGNWORKSHOP, I NC.

I i l ® • J ! • C • I a t i I •

(j) ® ®

,,,--- 3/8" x 20' HDG CHAIN

AT 45 DEGR:EES

VERTICAL MAX.

17'-2"

-Jl'------1-4•-· D_I_A_M_O_N_D_P_u>_,T_E_A_L_U_M_IN_U_M _____ J4'-o" __________ F_L_O_T_A_T_1o_N_ To------i'---::~::~::::~::!~::::s=-~~"P~=-E-c_s __ ----

'-0" -/-----------li'-k

TRANSITION PLATE SUPPORT

RAMP OF SAME

MATERIAL AS LANDING

PLATFORM SLOPING

DOWN TO NATURAL

SURFACE AT NOT

MORE THAN 8.33%

(1 :12) GRADE. EDGE

PROTECTION SHALL

BE PROVIDED ON

SIDES OF RAMP, 2"

HIGH MIN.

1'-2"

SPECIAL HINGE DESIGN BETWEEN GANGWAY

AND SHORE ABUTMENT 5 DEGREES LEFT/5

DEGREES RIGHT HORIZONTAL ROTATION

LOCATED UNDER TRANSITION PLATE. REFER

SPECIFICATIONS.

CONCRETE SHORE

SBUTMENT

ANCHORED TO

GRANITE. REFER

SPECIFICATIONS.

PREFABRIICATED

ALUMINUM GANGWAY

WITH TEXTURED

NON-SLIP SURFACE.

PROVIDE UNIFORM

SAND BL'-ST FINISH

ON ALL ALUMINUM

SURFACES. REFER

SPECS.

ALUMINUM

HANDRAILS ON

BOTH SIDES OF

GANGWAY. REFER

SPECS.

GANGWAY.

HINGE

CONNECTION

TO FLOATING

PIER. PROVIDE

A WEIGHT

COMPENSATION

FLOAT UNDER

THE GANGWAY.

2X

ASSISTIV

RAILS

I

RECESSED

CHAIN BOX .

REFER SPECS

STEEL FRAMED

FLOATING PIER

WITH PONTOON

FLOTATION, (60%

OF DOCK SURFACE

AREA)& DARK

GREY

POLYETHYLENE

FENDER BOARDS

PROVIDE STAIBLE CROSS ANCHORAGE ON BOTH

SIDES OF PIEH TO REINFORCED CONCRETE

BLOCK WITH 1" X 12" HOT DIPPED GALVANIZED

EYEBOL T. CONCRETE SHALL BE 3000# PER

BLOCK AND 9'" TALL AND BE REINFORCED WITH

#4 REBAR AT 13" E.W. LOCATED 6" ABOVE THE

BOTTOM OF THE BLOCK. BLOCK TO BE SET IN

DEEP WATER PER ENGINEER.

CD Flo,ating Pier @ 1 1--------=-------- 2.2

NTS

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N

FINISHI GRADE , .. , . ;

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··! . ., I. •' .

2 Kiosk 1/2"=1'

G) i

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OPTIONAL SECOND BOARD

OUTDOOR BULLETIN BOARD POSTER

CASE EQ. TO SWINGFRAME

MANUFACTURING MODEL #SCP 2741

POWDERCOAT BRONZE FINISH WITH

BREAK RESISTANT ACRYLIC PANEL

AT FRONT AND SELF ADJUSTING

CORK BOARD

.,.,---- ANGLED CUT 45%. PROVIDE CHAMFER

ROUNDED EDGES 1/4" - 1/2"

~- 2" x 4" PRESSURE

TREATED DOUGLAS FIR

~- 4" x 6" PRESSURE TREATED

DOUGLAS FIR

L __ _jl I

FASTEN CASE TO TIMBER WITH ¼"

DIA. HOT DIPPED GALVANIZED

COUNTERSUNK SCREWS WITH ¼"

SPACER. LOCATE SCREWS BEHIND

THE FRAME SO THEY CAN'T BE

SEEN AND SEAL SCREW HOLES

WITH CLEAR SEALANT TO ENSURE

WEATHER-PROOFING OF CASE

~ --- ¼" DIA. X 6" HOT DIPPED GALVANIZED

CARRIAGE BOLT WITH NUT AND FLAT

GALVANIZED WASHER COUNTERSINK

NUT FLUSH WITH POST

I, .. •.

J ~ ]

I I I ~ 1/2"DIA.x12"HOTDIPPEDGALV.

CARRIAGE BOLT WITH NUT & FLAT

GALV. WASHER. COUNTERSINK

4" x 6" PRESSURE TREA7rED

DOUGLAS FIR

NUT FLUSH Vv1TH POST. ___

~~p,t-t-t-r,~,/i'"'{ _____ _ ~ , - - - - - I/

· .. i : ..... ~/ .· . .·.

• I I ' I .

~ -~ .. · : L__3"CRUSHEDGRAVEL,

MAX. SIZE-1 1/2" .

+-- 2'-2" ---+

'I

STEEL CL.EAT.

REFER SIPECS.

ALUMINUM DECKING ON

PIER SURFACE (6" X 1"

PLANKS). UNIFORM

SAND BLAST FINISH.

NOTE:

1. CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR DESIGN OF FLOAT &

ANCHORING, GANGWAY, SHORE

ABUTMENT ANCHORED TO GRANITE

AND CONNECTIONS BETWEEN

GANGWAY & PIER AND GANGWAY &

SHORE ABUTMENT. SHOP

DRAWINGS SHALL BE PREPARED

AND STAMPED BY A CALIFORNIA

REGISTERED PROFESSIONAL

ENGINEER.

2. SURFACE ELEVATION OF SHORE

ABUTMENT SHALL BE 3" ABOVE HIGH

WATER LINE (AS SEEN ON GRANITE

BOULDERS AT THE SITE). PIER

LOCATION TO BE CONFIRMED ON

SITE WITH DESIGN ENGINEER TO

ENSURE PIER LIES ON A SAND BED

DURING LOW WATER CONDITIONS.

2. CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR DESIGN OF FLOAT &

ANCHORING, GANGWAY, SHORE

ABUTMENT ANCHORED TO GRANITE

AND CONNECTIONS BETWEEN

GANGWAY & PIER AND GANGWAY &

SHORE ABUTMENT. SHOP

DRAWINGS SHALL BE PREPARED

AND STAMPED BY A CALIFORNIA

REGISTERED PROFESSIONAL

ENGINEER.

3. REFER SPECIFICATIONS -

SECTION 13000 - FRESHWATER

BOAT DOCK.

SITE DETAIL KEYNOTES:

G PAVEMENTS,RAMPS, CURBS

1.1 CIP Concrete L 2.1

@ MISCELLANEOUS

2.1 2-Stall Composting Restroom L 2.1

2.2 Floating Pier L 2.2

e SIGNAGE

3.1 Kiosk L 2.2

Pacific Gas and Electric Company".

U~iDA FOREST SERVICE

STANISLAUS NATIONAL FOREST

!SUMMIT DISTRICT

#1 PINECREST LAKE ROAO

Pll~ECREST, CA 95364 F'H # (209) 965-3434

SUPERVISOR'S OFFICE

19m GREENLEY ROAD

SONORA, CA 95370

PH# {209) 532-3671 -DIESIGNWORKSHOP

Landscape Architecture • Land Plannlng Urban Design • Tourism Planning

Asheville• Aspen •Austin • Denver • Phoenix Salt Lake City • Lake Tahoe

P.O. Box 5666 128 Market Street, Suite 3E

Stateline, Nevada 89449-5666

(775) 588-5929

Facsimile (775) 588-1559

WWW . DES I G NW ORK SHOP.COM -

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ISSUE DATE: AUGUST 2011

REVISIONS

#: DATE =~-- DESCRIPTION

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DRAWN: - ER/LHL REVIEWED :. _,,_SNc,__ __ _

EastShore

SITE DETAILS

PROJECT NUMBER: 4631

BID SET

SHEET NUMBER

L2.2

(?)COPYRIGHT DESIGNWORKSHOP. INC.

LEGEND

SYMBOL DESCRIPTION QUANTITY

B INTERIOR WALL LIGHTS 2

INTERIOR CEILING LIGHTS 2

q:p DUPLEX GFCI RECEPTACLE 2

$0S OCCUPANCY SENSING SW 2

LIGHTING FIXTURE SCHEDULE

CF1 32W COMPACT FLUORESCENT WALL PACK FIXTURE, RATED 120V - - -

FOR WET LOCATIONS AND LOW TEMPERATURE, ELECTRONIC -

BALLAST. COMPLY WITH TITLE 24 REQUIREMENTS. -

F1 196" FIXTURE WITH FOUR TS LAMPS, ELECTRONIC BALLAST, 120V

RATED FOR LOW TEMPERATURE. -----------~--

INSTALL TWO GROUND RODS 20' APART

METER/MAIN -

' od A1 ~ .:::·~ )

PNL A~ ;A3 A4~ - F1 - GND FLOOR - F1

,o Ou A2

_VE1 T .. STA 'K

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_9, "'- - '---1...

GENERAL ELECTRICAL NOTES FOR COMPOSTING RESTROOM

1. INSTALL A NEW OR MODIFIED PG&E SERVICE AT EACH RESTROOM.

2. PROVIDE ALL SERVICES REQUIRED FOR PG&E SERVICE APPLICATIONS INCLUDING

ANY FEES REQUIRED.

3. FEES WILL BE REIMBURSED.

4. THE METER/MAIN AND PG&E FEEDER SHALL ALL BE CONSTRUCTED TO PG&E

REQUIREMENTS AND PASS THEIR INSPECTION.

ELECTRICAL METHODS & MATERIALS

1. ALL CONDUITS IN PUBLIC SPACES SHALL BE EMBEDDED IN WALLS WITH RECESSED

BOXES SUPPORTING SWITCHES AND FIXTURES. THIS INCLUDES PG&E SERVICE

CONDUIT.

2. AN OCCUPANCY SENSING SWITCH SHALL BE USED TO CONTROL LIGHTING IN EACH

STALL.

3. OCCUPANCY SENSING SWITCH TIME DELAYS SHALL BE SET FOR 10 MINUTES .

4. ALL CONDUIT ENDS SHALL BE SEALED WITH DUX-SEAL THROUGHOUT, IN EVERY

LOCATION.

5. INSTALL TWO 10' LONG x 3/4" GROUND RODS FOR EACH SERVICE, AT LEAST 20'

APART, CONNECTED WITH #2 STRANDED COPPER TO THE PANEL GROUND BUS. USE

CORRECT, LISTED HARDWARE FOR CONNECTIONS. 8. INSTALL A SURGE PROTECTIVE

DEVICE AT EACH PANEL. ALSO INSTALL A 20' {MIN.) #4 B.C. UFER GND IN THE

FOOTING/SLAB.

6. RECEPTACLES SHALL BE SPECIFICATION GRADE GFCI TYPE.

7. PROVIDE A HEATING SYSTEM FOR TANK ROOM WITH SUFFICIENT CAPACITY TO

PREVENT FREEZING OF WATER AND PLUMBING.

8. PROVIDE ALL ELECTRICAL FACILITIES REQUIRED FOR COMPOSTING SYSTEM.

SCHEMATIC OF REQUIREMENTS

ELECTRICAL DRAWINGS ARE REPRESENTATIONAL AND SCHEMATIC TO PROVIDE

GUIDANCE TO THE CONTRACTOR, TO SET STANDARDS FOR THE WORK AND, IN SOME

CASES, TO SHOW SPECIFIC DESIGN ELEMENTS THAT ARE REQUIRED. NOT ALL SITE

DETAILS OR CONSTRUCTION COMPLEXITIES ARE SHOWN OR INDICATED.

CONTRACTORS SHALL DETERMINE ACTUAL SITE CONDITIONS BY INSPECTION PRIOR TO

BIDDING. ANY SPECIFIC BRANDS OR MODELS LISTED ARE TO INDICATE THE LEVEL OF

PERFORMANCE AND QUALITY AND ARE NOT A SOLE-SOURCE REQUIREMENT.

E-1 PLAN VIEW - COMPOSTING RESTROOM

1 NTS. ADAPT AS REQUIRED FOR EQUIPMENT SUPPLIED

I I I I I I I

' ' ' ' I I I I I I I I

' ' ' ' I I I I I I I I I

14 ,3 m m 0 0 - - ■] ■ ·1--

PROVIDE ALL ' ' ' ' ' ' ' REQUIRED ' - - -- ELECTRICAL FOR ' ' ' '

COMPOSTING

--TOILET CHUTES SYSTEM

TANK \-d='¼/, NI ,.-;

0 0

LIGHTING PANELBOARD SCHEDULE - PANEL A

VOLTAGE, 120/240V, !PH ENCLOSURE, \,/ALL MOUNTED KVA,

BUS, 100 AMP I MAIN BKR• 100 AMP TYPE• NEMA 3R CURRENT•

LOAD KVA CB ND ND CB KVA LOAD

EQUIPMENT RM LIGHTS 2y_ ,.....1 I 2 2y_ ...... , INSIDE LIGHTS

RECEPTACLE 3 4 RECEPTACLE

COMPOSTING SYSTEM 5 6 COMPOSTING FAN

COMPOSTING SYSTEM 7 B SPARE

SPARE • IO -, 2 SPD

SPARE II 12 SPD

15 16

17 1B

19 20

21 22

23 24

25 26

27 2B

29 30

AFTER INST ALLA TI□ N, LABEL UNUSED POSITIONS 'SPARE'

ADJUST PANEL SIZE AND BREAKER SIZES AND TYPES FDR EQUIPMENT AS INSTALLED, 22kAIC MIN, EQUIPMENT RA TING

ADJUST FINAL CIRCUITING TD BALANCE LOADS

E-1 COMPOSTING RESTROOM PANEL SCHEDULE

2 ADAPT AS REQUIRED FOR EQUIPMENT SUPPLIED

TECHNICAL DETAILS/CODE REQUIREMENTS

ALL WORK & USE OF MATERIALS SHALL CONFORM TO LA TEST VERSION OF NEC &

NECA STANDARDS.

1. ALL MATERIALS SHALL BE USED PER MANUFACTURER'S LISTINGS AND INSTALLATION

INSTRUCTIONS.

2. ONLY FITTINGS LISTED FOR USE IN SYSTEMS BEING INSTALLED SHALL BE USED.

3. ALL FITTINGS FOR ANY PARTICULAR SYSTEM SHALL BE SOLELY FROM A SINGLE

MANUFACTURER.

4. ALL PULLBOXES AND CONDUITS SHALL BE SIZED PER NEC, AT MIN.

5. ALL UG CONDUITS SHALL BE 24" BELOW FINISHED GRADE WITH AT LEAST 4" SELECT

3/4 MINUS BACKFILL BELOW AND ABOVE THE CONDUIT. COMMON TRENCHES MAY BE

USED WHERE PRACTICAL.

6. HORIZONTAL RUNS OF UNDERGROUND CONDUIT MAY BE SCHEDULE 40 PVC (PVC40).

7. ALL CONDUITS SHALL HAVE BUSHINGS OR BELL-END FITTINGS.

8. PULLBOXES SHALL BE INSTALLED WITH AT LEAST 2-1/2 SECTIONS: A HALF (6")

SECTION BELOW THE ENTERING CONDUITS AND TWO SECTIONS (24") ABOVE.

9. INSTALL SURGE PROTECTIVE DEVICE AT MAIN BREAKERS & PANELS.

(NI UTILITY METER/MAIN BREAKER (NI LIGHTING PANEL

IN EQUIPMENT SPACE

M

UTILITY

METERING

100 (N) 4eo t1 AL XHHW-2 IN _, - ,---.. 1.5" VC (1 ODA SERVICE) ,. 0 • MAIN

BREAKER

...-7"/

100/2 ( T.M. , PANEL AS

SPD - REQUIRED

G N I SPD I

L SPD

AT

MAIN

BRANCH

GNO BUS CIRCUITS

7 ,0

~ LOAD CENTER

INSIDE,

METER/MAIN

OUTSIDE

0 - ~ I'---- LOAD CENTER

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[ '• '.I 1 • - - ~-•.... . .; \" . . .. ~.::," )·. -,- • .--. ..-~ -.. ' ·-• -~: .. l .

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• -~ : · •. ·,i:, '" . . . •.: .. :, . . . ·. . ·; . .-~.-. <··~ .

L INSTALL UFER GROUND IN BUILDING FOOTING

~------;:41,:(}----------'

E-1 ELEVATIONS - COMPOSTING RESTROOM

4 NTS. ADAPT AS REQUIRED FOR EQUIPMENT SUPPLIED

PINECREST - EASTSHORE RESTROOM

PACIFIC GAS & ELECTRIC COMPANY

·•, ·/·:i

: . '•• . 4.

PINECREST BASIN, CA

INSIDE,

METER/MAIN

OUTSIDE

25 August 2011

120/2 40 VOLT

3 WIRE 1 <I>

PG&E

TRAN

v...L.., POWER

SFORMER

T

O.H. PRIMARY

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1":20"

® COMPOSTING RESTROOM SERVICE &PNL

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E-1

DESIGN WORKSHOP

Landscape Architecture• Land Planning• Urban Design• Tourism Planning

P.O. Box 5888 • 128 Market str.t, Sulla 3E • Slatall1111, NV B9449 50811 • 775-588-5929 F11e11lmllll 775-588-1559

April 18, 2011