100_PCT_Design_REV_1.pdf

GENERAL NOTES SYMBOLS SHEET NO.

l. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE RULES AND REGULATIONS OF FEDERAL, STATE AND/OR LOCAL CODES, LAWS, ORDINANCES, STATUTES AND REGULATIONS.

NOTHING IN THE DRAWINGS IS TO BE CONSTRUED AS REQUIRING OR PE~MITIING WORK CONTRARY TO

THESE APPLICABLE RULES, REGULATIONS AND CODES.

2. THESE NOTES ARE INTENDED AS A GUIDE TO THE CONSTRUCTION REQUl~tMENTS ESTABLISHED FOR THIS PROJECT. NO CONTRACTOR SHOULD A TIEMPT TO DESIGN, BID, OR CONSTRUCT ANY PORTION OF THE

WORK HEREIN WITHOUT FULL UNDERSTANDING OF THE DESIGN INTENT AND APPLICABLE CODE

REQUIREMENTS. THE CONTRACTOR SHOULD OBTAIN CLARIFICATION FROM THE CONTRACTING OFFICER

IF HE OR SHE IS UNCERTAIN OF DESIGN INTENT.

3. THE DESIGN PRESENTED ON THESE DRAWINGS ESTABLISHES THE GENERAL ARCHITECTURAL REQUIREMENTS

FOR THE PROJECT. IT DOES NOT PRESENT ALL DETAILS REQUIRED FOR CONSTRUCTION.

4. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS OF CONSTRUCTION. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND APPLY GENERALLY FOR SIMILAR CONDITIONS. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. IN THE EVENT THAT CERTAIN FEATURES ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THEIR CONSTRUCTION SHALL BE (A)

OF THE SAME CHARACTER AS SHOWN FOR SIMILAR CONDITIONS; OR (BJ IN ACCORD WITH

CONVENTIONAL PRACTICES OF THE IBC; OR (C) AS CLARIFIED BY THE C.O. WHERE DISCREPANCIES

OCCUR, THEY SHALL BE REPORTED TO THE CONTRACTING OFFICER FOR RESOLUTION.

5. NO ONE DRAWING OR SPECIFICATION SECTION SHALL "GOVERN". CONTRACTOR SHALL CORRELATE

WORK AMONG CONSTRUCTION DRAWINGS, SPECIFICATIONS AND SHOP DRAWINGS AND

SPECIFICATIONS. CONTRACTOR SHALL ALSO CORRELATE WORK AMONG DRAWINGS OF DIFFERENT

SCALES WITHIN EACH SECTION. IT IS THE EXPLICIT AND SPECIFIC RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE CONTRACT DOCUMENTS IN THEIR ENTIRETY, REPORT ALL DISCREPANCIES ENCOUNTERED THEREIN TO THE CONTRACTING OFFICER AND AWAIT RESOLUTION BEFORE PROCEEDING WITH ANY WORK

AFFECTED BY SUCH DISCREPANCIES.

6. UNLESS SHOWN OTHERWISE, DETAILS SHOWN AS 'TYPICAL" APPLY WHEREVER APPROPRIATE. SPECIFIC DETAILS TAKE PRECEDENCE OVER 'TYPICAL" DETAILS. SPECIFIC NOTES ON DRAWINGS TAKE PRECEDENCE

OVER GENERAL NOTES.

7. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AS TO ALL

LAYOUTS, DIMENSIONS, AND ELEVATIONS AND SHALL AT ONCE REPORT DISCOVERED ERRORS,

INCONSISTENCIES, OR OMISSIONS TO THE CONTRACTING OFFICER. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION

IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE, THE CONTRACTOR SHALL ASSUME

RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR THE COSTS FOR CORRECTION.

8. DO NOT SCALE THE DRAWINGS. LAY OUT WORK FOLLOWING WRITIEN DIMENSIONS. IF WRITIEN DIMENSIONS ARE LACKING, NOTIFY THE CONTRACTING OFFICER AT ONCE. WHERE DISCREPANCIES

OCCUR, THEY SHALL BE REPORTED TO THE C.O. FOR RESOLUTION.

9. ANY SITE OR BUILDING AREAS UNAFFECTED BY THIS WORK SHALL BE PROTECTED FROM ANY DAMAGE CAUSED BY THIS WORK. ANY DAMAGE TO EXISTING STRUCTURES OR BUILDING ELEMENTS SO CALLED

SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.

l 0. ANY WASTE AND REFUSE CAUSED BY THIS WORK SHALL BE REMOVED FROM THE PREMISES AND

DISPOSED OF BY EACH CONTRACTOR IN A LEGAL MANNER.

l l. BROOM CLEAN CONSTRUCTION PREMISES AT THE END OF EACH DAY & FINAL CLEANING TO INCLUDE

WINDOWS AT THE END OF THE JOB.

ABBREVIATIONS

or

AND

ANGLE

AT

CENTERLINE

DEGREES

DIAMETER OR ROUND

POUND OR NUMBER

PROPERTY LINE

IE) EXISTING

A.B. ANCHOR BOLT

AC AIR CONDITIONING

A.C. ASPHALTIC CONCRETE

ACCESS. ACCESSIBLE

ACOUST. ACOUSTICAL

A.A. AREA DRAIN

ADJ. ADJUSTIBLE

c.o.

COL.

CONC.

C.M.U.

CASED OPENING or

CLEAN OUT

COLUMN

CONCRETE

CONCRETE MASONRY UNIT

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CTSK. COUNTERSINK

CNTR. COUNTER

CTR. CENTER

CPT CARPET

DBL. DOUBLE

DEPT. DEPARTMENT

B.F. BOITLE FILLER

ERA

EWA

FA

F.B.

F.D.

FON.

F.A.

FIN.

FL.

FLASH.

F.0.C.

F.0.F.

F.O.S.

FRP.

F.S.

EXTERIOR ROOF ASSEMBLY INT.

EXTERIOR WALL ASSEMBLY

FIRE ALARM

FLAT BAR

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FINISH

FLOOR

FLASHING

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FIREPROOF

FULL SIZE

JAN.

JT.

JST.

KIT.

LAM.

LAV

LKR.

LT.

INTERIOR

JANITOR

JOINT

JOIST

KITCHEN

LAMINATE

LAVATORY

LOCKER

LIGHT

MAXIMUM

MECHANICAL

MEMBRANE

METAL

MANUFACTURER

MINIMUM

AGGR. AGGREGATE

Al. ALUMINUM

APPROX./= APPROXIMATE

ARCH. ARCHITECTURAL

DET./DTL. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

FT.

FTG.

FURR.

FUT.

G.I.

GA.

GALV.

G.B.

FOOT OR FEET

FOOTING

FURRING

FUTURE

GALVANIZED IRON

MAX.

MECH.

MEMB.

MET.

MFR.

MIN.

MIR.

MISC.

M.O.

MND.

MUL.

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOUNTED

A.F.F. ABOVE FINISH FLOOR ON. DOWN

D.O. DOOR OPENING

DR. DOOR

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

BOT. BOTTOM

DWR. DRAWER GL.

D.S. DOWNSPOUT GND.

DWG. DRAWING GR.

D.W. DISHWASHER GRD. P

GYP.

E. EXISTING

B.U.R. BUILT~UP ROOFING E.J. EXPANSION JOINT H.B.

CAB. CABINET EL. ELEVATION H.C.

C.A. CATCH BASIN

CEM. CEMENT

CER. CERAMIC

ELEC. ELECTRICAL HOWD.

ELEV. ELEVATOR HOWE.

EMER. EMERGENCY HVAC

C.I. CAST IRON

C.J. CONTROL JOINT

C.G. CORNER GUARD

CLG. CEILING

ENCL. ENCLOSURE

E.P. ELECTRICAL PANEL BOARD HGT.

EQ. EQUAL H.M.

EQPT. EQUIPMENT HOR.

CLKG. CAULKING EXPO. EXPOSED HR.

CLO. CLOSET EXP. EXPANSION l.D.

CLR. CLEAR EXT. EXTERIOR INSUL.

PROJECT NUMBER CHECKED BY NO. DATE REVISIONS

2407.01 MM

DESIGNED BY CHECKED BY

SL -

DRAWN BY DATE

SL 11-12-2015

GAUGE

GALVANIZED

GRAB BAR

GLASS

GROUND

GRADE

GROUND PULLBOX

GYPSUM

HOSE BIB

HOLLOW CORE

HARDWOOD

HARDWARE

HEATING, VENTILATING,

AND AIR CONDITIONING

HEIGHT

HOLLOW METAL

HORIZONTAL

HOUR

INSIDE DIAMETER

INSULATION

N.

N.l.C.

NO. or#

NOM.

N.T.S.

o.u.

OBS.

o.c.

0.D.

OPNG.

OPP.

O.H.

OJ

0.P.C.I.

0.P.0.1.

PH

MULLION

NEW

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

OVERALL

OBSCURE

ON CENTER

OUTSIDE DIAMETER IDIM.)

OPENING

OPPOSITE

OPPOSITE HAND

OVER

OWNER PROVIDED.

CONTRACTOR INSTALLED

OWNER PROVIDED,

OWNER INSTALLED

PANIC HARDWARE

NO. DATE

l TODD 2 CO.l 3 Cl.O

ROOM NAME

I RM# I

ROOM NAME AND NUMBER REVISION MARK ASSEMBLY TYPE MARK STRUCTURAL GRID LINE MARK~

NUMBERS IN VERTICAL DIRECTION.

LETTERS IN HORIZONTAL DIRECTION

4 C2.0

NORTH ARROW

NOTE

DOOR MARK

0 WINDOW MARK

GU_

DATUM POINT MARK

SECTION CUT MARK

DETAIL MARK

EXTERIOR ELEVATION MARK

ASSEMBLY DESCRIPTION/LO!;;;/l,TION:

EWA- EXTERIOR WALL ASSEMBLY

[ xxx:iC ERA - EXTERIOR ROOF ASSEMBLY

ASSEMBLY TYPE:

REFER TO SHEET El/A300

PARTITION TYPE MARK

PARTITION TYPE: REFER TO

SHEET ASOO FOR PARTITION TYPES.

SPECIFICATION KEY NOTE

A

DOB

c

INTERIOR WALL PLAN

DESIGNATION FOR FINISH

SCHEDULE AND INTERIOR

ELEVATIONS

5 C3.0 6 C4.0 7 C5.0 8 C6.0 9 C7.0 l 0 C7. l l l C7.2 12 C7.3 13 AOOl 14 A002 15 A003 16 Al OD 17 Al30 18 Al50 19 Al60 20 A200 21 A20l 22 A300 23 A30l 24 A310 25 A320 26 A32l 27 A400 28 A40l 29 A402 30 A500 31 A50l 32 A510 33 A600 34 A60l 35 A700 36 Sl 37 S2 38 S3 39 S4 40 S5 41 S6 42 Pl.O 43 P2.0 44 P3.0 45 P4.0

46 MO.O

47 M l.O 48 M2.0 49 M2. l

50 M3.0 GROVELAND HOTSHOTS OFFICE AND GARAGE

51 T24.0 52 T24. l

NOTE: THE DESIGN AND DRAWINGS FOR THIS BUILDING ARE SPECIFICALLY FOR THE GROVELAND FIRE STATION AND SHALL NOT BE USED FOR ANY OTHER SITE WITHOUT WRITIEN AUTHORIZATION FROM THE R-5 REGIONAL ARCHITECT. THE DESIGN IS SITE SPECIFIC. MODIFICATIONS TO THESE DRAWINGS SHALL BE COORDINATED WITH THE R-5 REGIONAL

ARCHITECTAND/OR ARCHITECT OF RECORD.

53 EOOl 54 E002 55 ElOl

PL

P.LAM.

PRECST.

PLYWD.

PR.

PT.

P.T.

PTO.

RAD.

R.C.P.

R.D.

REF.

REINF.

REQ.

RESIL.

RM.

R.O.

R.W.L.

s.

s.c.

SCH ED.

SECT.

SH.

SHR.

SHT.

S.M.

SIM.

SPEC.

SQ.

S.G.

S.STL.

STA.

STL.

STOR.

STRL.

SUSP.

REVISIONS

PLATE

PLASTIC LAMINATE

PLASTER

PLYWOOD

PAIR

POINT

PRESSURE TREATED

PAINTED

RADIUS

REFLECTED CEILING PLAN

ROOF DRAIN

REFERENCE

REINFORCED

REQUIRED

RESILIENT

ROOM

ROUGH OPENING

RAIN WATER LEADER

SOUTH

SOLID CORE

SCHEDULE

SECTION

SHELF

SHOWER

SHEET

SHEET METAL

SIMILAR

SPECIFICATION

SQUARE

STAINED GRADE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

APPLICABLE CODES

INTERNATIONAL BUILDING CODE, 2013

STATE OF CALIFORNIA TITLE 20, APPLIANCE APPLIANCE EFFICIENCY REGULATIONS

STATE OF CALIFORNIA TITLE 24: LATEST EDITION

PART l CALIFORNIA ADMINISTRATIVE CODE PART 2 CALIFORNIA BUILDING CODE VOLUMES l & 2

PART 3 CALIFORNIA ELECTRICAL CODE AND THE NATIONAL ELECTRICAL CODE

PART 4 CALIFORNIA MECHANICAL CODE AND THE UNIFORM MECHANICAL

CODE

PART 5 CALIFORNIA PLUMBING CODE AND UNIFORM PLUMBING CODE

PART 6 CALIFORNIA ENERGY CODE

PART 7 CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE

PART 8 CALIF. FIRE CODE AND UNIFORM FIRE CODE

NFPA 101 LIFE SAFETY CODE

,'cDAi•1c (; 0 0'1%ERICi\tlS \1/ITI I DIS;*18ILlflES ;•:GGE551Blb:lifl' GkllliELlt4E6 FOR -9elloDl~465 .~~ID

~ACltlTI~. t1FA~ (t11~1FC~M FEEIE~AL ACCESSIBILIT'l S'fi'<t~DiA<RD&}

,4'.tMi~iU~ '¥lfi f P~" f1'{ 1Wf{A 1911) c'7 11 @II t "8e fhl>IL> iiA ~ M64'.t)

.A:::::~1:7::!~· ~f /tcffih11>1u11 ~ (MA-Ir?)

FOREST:

STANISLAUS NATIONAL FOREST

PROJECT

NAME:

GROVELAND HOTSHOTS OFFICE AND GARAGE

DRAWING

NAME:

TITLE SHEET

HWY 120 -----,

SITE LOCATION

LOCATION MAP

TO YOSEMITE

56 E20l 57 E30l 58 E40l

I l

NOTTO SCALE

THE GROVELAND HOTSHOTS OFFICE AND GARAGE IS TO BE LOCATED AT THE GROVELAND

RANGER STATION, 24545 HIGHWAY 120, GROVELAND CA 95321, ON THE SOUTH SIDE OF

CALIFORNIA STATE HIGHWAY 120, NEAR THE COMMUNITY OF BUCK MEADOWS, CA.

GROVELAND RANGER DISTRICT, STANISLAUS NATIONAL FOREST. APN: 066 250 30

~ fuis PACIFIC •

SOUTHWEST

RS REGION ~IJloJll\~ u s·o A FORESTSERVICE

DRAWING INDEX

TITLE SHEET

CIVIL NOTES, LEGEND, ABBREVIATIONS

EXISTING SITE PLAN

DEMOLITION PLAN

PROPOSED SITE PLAN

GRADING & DRAINAGE PLAN

UTILITY PLAN

EROSION CONTROL PLAN

CIVIL CONSTRUCTION DETAILS

CIVIL CONSTRUCTION DETAILS

CIVIL CONSTRUCTION DETAILS

CIVIL CONSTRUCTION DETAILS

SCOPE OF WORK PLAN

CODE ANALISIS

HORIZONTAL CONTROL PLAN

SITE PLAN

FLOOR PLAN

REFLECTED CEILING PLAN

ROOF PLAN

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

BUILDING SECTIONS

BUILDING SECTIONS

WALL SECTIONS

EXTERIOR DETAILS

EXTERIOR DETAILS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

DOOR TYPES, SIGNAGE, AND DOOR SCHEDULE

DOOR DETAILS

WINDOW TYPES AND SCHEDULE

INTERIOR CASEWORK DETAILS

INTERIOR WALL TYPES

FINISH FLOOR PLAN & SCHEDULE

GENERAL NOTES, SCHEDULES

STRUCTURAL DETAILS -GENERAL

FOUNDATION AND SHEER WALL PLAN

ROOF FRAMING PLAN

STRUCTURAL DETAILS

STRUCTURAL DETAILS

PLUMBING NOTES, LEGEND, SCHEDULES AND ABBREVS.

PLUMBING FLOOR PLAN - WASTE & VENT

PLUMBING FLOOR PLAN - WATER & GAS

PLUMBING DETAILS

MECHANICAL NOTES, LEGEND & ABBREVIATIONS

MECHANICAL SCHEDULES

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL FLOOR PLAN

ENERGY COMPLIANCE DOCUMENTATION

ENERGY COMPLIANCE DOCUMENTATION

SYMBOL LIST, GENERAL NOTES & SHEET INDEX

LUMINAIRE SCHEDULE

OVERALL SITE PLAN

FLOOR PLAN - LIGHTING

FLOOR PLAN - POWER & SIGNAL

SINGLE LINE DIAGRAM AND PANEL SCHEDULE

NATIONAL FOREST

DATE: /'(pv. 30, ~I§

MIKE BRADSHAW

FOREST ENGINEER

DA~O/ 2.0 I:;

JIM JUNETI I

DISTR RAN R

0 1

REGIO

DATE: 0£{!; 1c2-1 ?:-? rr-"

EUGENE KIM

REGIONAL ARCHITECT

DATE: Yc;c. 14 1 Ro lb

TYRONE KELLY

REGIONAL ENGINEER

DRAWING

TOOO

SHEET l OF 58

Pacific Southwest Region R5 USDA Forest Service

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

DRAWING

11/12/15

KTQ

Gr ov ela nd

H ot sh ot s:

Of fic e an d

Ga ra ge Gr ov ela nd R an ge r S ta tio n

Hi gh wa y 1

Gr ov ela nd

, C ali fo rn ia

1. UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE BASED ON SURFACE OBSERVATIONS AND FOR INFORMATION ONLY. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH. NEITHER THE OWNER NOR THE DESIGN PROFESSIONAL ASSUMES

RESPONSIBILITIES THAT THE UTILITIES AND UNDERGROUND FACILITIES INDICATED WILL BE AS DEPICTED.

2. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT U.S.A. 800.227.2600 FORTY-EIGHT HOURS (48) PRIOR TO THE BEGINNING OF WORK

TO HAVE THE LOCATION OF EXISTING UNDERGROUND UTILITIES MARKED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, LOCATE, AND PROTECT ALL UNDERGROUND FACILITIES.

3. THE CONTRACTOR SHALL HIRE A STREET CLEANING CONTRACTOR TO CLEAN UP DIRT AND DEBRIS ATTRIBUTABLE TO THE CONSTRUCTION

ACTIVITIES AT THE END OF THE PROJECT.

4. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER TO COMPLY WITH THE STANDARDS ESTABLISHED BY THE AIR QUALITY MAINTENANCE

DISTRICT FOR AIRBORNE PARTICULATES. (DUST)

5. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREON, ATTACHED HERETO, AND/OR INCLUDED AS PART OF THE

PROJECT. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED AT

LEAST 48 HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE REMOVED AND REDONE AT THE

CONTRACTORS EXPENSE.

6. ALL MATERIALS REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR

UNLESS OTHERWISE NOTED.

7. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC

SAFETY DURING THE CONSTRUCTION PERIOD.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY EXISTING UNDERGROUND FACILITIES DAMAGED DURING THE

CONSTRUCTION PERIOD.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT, EXCAVATION, CONCRETE, ELECTRICAL, PLUMBING, ETC.

PERMITS NECESSARY PRIOR TO BEGINNING CONSTRUCTION FOR ANY WORK.

10.THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE ON SITE AT ALL TIMES DURING CONSTRUCTION.

11. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR STORAGE OF CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS, PESTICIDES, OR ANY OTHER MATERIALS THAT HAVE POTENTIAL FOR BEING DISCHARGED WITHIN AND/OR FROM THE SITE.

12. ALL CONSTRICTION DEBRIS SHALL BE GATHERED ON A REGULAR BASIS AND PLACED IN A DUMPSTER WHICH IS EMPTIED OR REMOVED WEEKLY.

WHEN FEASIBLE, TARPS SHALL BE USED ON THE GROUND TO COLLECT FALLEN DEBRIS OR SPLATTERS THAT COULD CONTRIBUTE TO

STORMWATER POLLUTION.

13. ANY TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

14.CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS MUST UTILIZE AN ONSITE WASH-OUT BASIN PROVIDED BY THE CONTRACTOR

ONSITE.

CONSTRUCTION NOTES

1. TRENCH EXCAVATIONS FOR UTILITIES SHOULD BE BEDDED AND BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SERVICE

PROVIDER (UTILITY COMPANY), LOCAL JURISDICTION, AND THE GEOTECHNICAL REPORT.

2. BEDDING SHOULD BE PLACED 4 INCHES BELOW CONDUIT OR PIPE TO AT LEAST 1 FOOT ABOVE CONDUIT OR PIPE.

3. BEDDING SHOULD HAVE A SAND EQUIVALENT VALUE OF AT LEAST 30 SO THAT THE BEDDING MATERIAL FLOWS INTO THE PIPE HAUNCHES MORE

EASILY DURING BACKFILLING OPERATION. THIS WILL REDUCE VOIDS AT THE PIPE HAUNCHES AND IMPROVE PIPE SIDEWALL SUPPORT BY THE

BACKFILL.

4. SAND BEDDING SHOULD NOT BE JETTED INTO PLACE, BUT SHOULD BE MECHANICALLY COMPACTED TO A MINIMUM OF 90 PERCENT RELATIVE

COMPACTION (ASTM D-1557.)

5. WITHIN PARKING AREAS, THE UPPER 12 INCHES OF BACKFILL IN ALL TRENCHES (INCLUDING CULVERTS) SHOULD BE COMPACTED TO 95 PERCENT

RELATIVE COMPACTION (ASTM D-1557.)

UTILITY TRENCHING

1. ENGINEERED FILL USED TO SUPPORT FOUNDATIONS, SLABS-ON-GRADE, OR DRIVEWAY AND PARKING AREAS SHOULD MEET THE REQUIREMENTS

SPECIFIED WITHIN THESE PLANS, COMPLY WITH APPENDIX J OF THE 2013 CALIFORNIA BUILDING CODE, LOCAL ORDINANCES, FOLLOW

CONSTRUCTION STANDARDS OF PRACTICE AND COMPLY WITH THE GEOTECHNICAL REPORT PROVIDED BY CONDOR EARTH TECHNOLOGIES, INC.

2. ONSITE MATERIALS MAY BE ABLE TO BE USED IF THEY MEET THE GRADATION REQUIREMENTS AND SOIL CHARACTERISTICS AS DEFINED IN THE

GEOTECHNICAL REPORT. ONSITE MATERIALS MUST BE STRIPPED AND PROCESSED. PROCESSING MAY INCLUDED CRUSHING THE BOULDER SIZED

MATERIALS AND/OR USE OF A "GRIZZLY" TO PRODUCE THE GRADATION REQUIREMENTS.

3. BOULDER-SIZED MATERIAL CAN BE USED AS RIP-RAP AND PLACED ON THE FACE OF FILL SLOPES.

4. INORGANIC IMPORT MATERIAL, HAVING LOW POTENTIAL FOR EXPANSION AND MEETING THE CRITERIA GIVEN MAY ALSO BE USED AS

ENGINEERED FILL. A SAMPLE OF ANY PROPOSED IMPORT MATERIAL SHOULD BE PROVIDED TO A GEOTECHINICAL ENGINEER AND TESTED TO

CONFIRM ITS SUITABILITY PRIOR TO TRANSPORTING THE MATERIAL ON-SITE.

5. ENGINEERED FILL COMPOSED OF SUITABLE MATERIALS SHOULD BE PLACED IN HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE

THICKNESS, WATER CONDITIONED TO AT LEAST THE OPTIMUM VALUE, AND COMPACTED TO THE MINIMUM VALUES BASED ON ASTM D-1557.

6. MINIMUM COMPACTED VALUES PER ASTM D-1557

90 PERCENT RELATIVE COMPACTION BENEATH NEW STRUCTURES AND SLABS-ON-GRADE, WITHIN AN AREA EXTENDING 4 FEET

OUTSIDE THE STRUCTURE AND SLAB AREA, AND ALL OTHER FILL LOCATIONS.

95 PERCENT RELATIVE COMPACTION FOR THE UPPER 6 INCHES OF ALL DRIVEWAY AND PARKING AREA SUBGRADES.

7. WHERE FILL IS PLACED ON AN EXISTING SLOPE STEEPER THAN 5H:1V, A KEYWAY SHOULD BE CONSTRUCTED BELOW THE TOE OF THE FILL AND

FILL SHOULD BE BENCHED INTO COMPETENT SOIL/ROCK.

8. KEYWAYS

KEYWAY BOTTOM SHOULD BE AT LEAST ONE-HALF OF THE FILL SLOPE HEIGHT OR 10 FEET, WHICHEVER IS SMALLER.

FILL SHOULD BE EMBEDDED INTO FIRM NATURAL SOIL OR BEDROCK AS IT IS BROUGHT UP IN LAYERS TO REMOVE ALL LOOSE

OR SOFT MATERIAL BENEATH THE FILL.

A SUBDRAIN SHOULD BE INSTALLED AT THE BACK OF THE KEYWAY AND/OR WHERE SEEPAGE IS OBSERVED, IF REQUIRED.

9. IF SEEPAGE OR SATURATED SOILS ARE ENCOUNTERED DURING GRADING, RECOMMENDATIONS FOR SUBDRAINAGE OR SPECIAL GRADING

SHOULD BE OBTAINED FROM A GEOTECHNICAL ENGINEER.

10. TO REDUCE THE POSSIBILITY OF SURFICIAL FAILURES (SLOPE FAILURES WHICH OCCUR IN MATERIAL WITHIN 2 TO 3 FEET OF THE FINISHED FACE

OF SLOPE,) THE FILL MATERIAL SHOULD BE UNIFORMLY COMPACT TO THE FINISH FACE OF THE FILL SLOPE.

11. PREFERABLE FILL SLOPE CONSTRUCTION INCLUDES AN OVER-BUILT FILL CUT BACK TO A COMPACTED FINISH SLOPE.

12. PROPER TEMPORARY AND PERMANENT EROSION PROTECTION SHOULD BE PROVIDED ON ALL FILL AND CUT SLOPES.

13. ALL FINISHED SURFACES SHOULD BE GRADED TO DRAIN AWAY FROM FOUNDATIONS.

14. SUBGRADE SURFACES SHOULD BE FINISHED TRUE TO LINE AND GRADE AND PRESENT A SMOOTH, FIRM, UNYEILDING SURFACE, AND SHOULD

BE MAINTAINED MOIST AND FREE OF SHRINKAGE CRACKS UNTIL COVERED BY PERMANENT CONSTRUCTION.

GENERAL GRADING NOTES

1. THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR AND SUBCONTRACTORS TO INSTALL

WATER POLLUTION CONTROL DEVICES AT GENERAL LOCATIONS THROUGHOUT THE SITE. FIELD CONDITIONS MAY NECESSITATE

MODIFICATIONS.

2. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS

AT ALL TIMES AND SHALL INCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION

OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES.

3. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM ERODING ONTO ADJACENT PROPERTY, STREETS,DRAINAGE SYSTEMS, AND WATERWAYS. ALL DEVICES SHALL BE CLEANED OF MUD, DEBRIS, AND OTHER ERODED MATERIALS

DURING THE SITE CLEARING AND DEVELOPMENT.

4. SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES SHALL BE CONDUCTED AND

DOCUMENTED AT ALL TIMES DURING CONSTRUCTION AND ESPECIALLY PRIOR TO, DURING, AND AFTER RAIN EVENTS.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF THE CLEARING AND CONSTRUCTION

OPERATIONS.

6. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS IN ORDER

TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, SUB-BASE SHALL BE

INSTALLED WITHIN 15 DAYS OR AT PRELIMINARY GRADING, WHERE FEASIBLE.

7. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES, ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR SUITABLE EQUIVALENT.

8. TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE, OR UPON

SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER THAN 30 DAYS, OR UPON COMPLETION OF GRADING

OPERATIONS FOR A SPECIFIC AREA.

9. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS.

(I.E. SLOPES GREATER THAN 3:1)

10. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY UNFORSEEN CIRCUMSTANCES

THAT MAY ARISE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO

AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.

12. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR POLLUTANTS, INCLUDING BUT NOT

LIMITED TO USING WATER OR CHEMICALS, LIMITING NUMBER OF VEHICLES ALLOWED ONSITE, MINIMIZING OPERATING SPEED OF ALL

VEHICLES ETC. ALSO, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DAILY SWEEPING OF PUBLIC RIGHT-OF-WAY SHOULD SEDIMENT

ACCUMULATE ON PAVED SURFACES.

13. APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLANS AND ACQUISITION OF A LAND DISTURBING PERMIT DOES NOT RELIEVE

THE OWNER/ DEVELOPER FROM OBTAINING APPLICABLE FEDERAL, STATE, AND OTHER LOCAL PERMITS, OR FROM COMPLYING WITH

PERTINENT FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

PROPOSED PROJECT AREA = ±0.5 ACRES

EROSION CONTROL GENERAL NOTES

IF THERE ARE ANY DISCREPANCIES BETWEEN THE DIMENSIONS IN THE DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER 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 THIS CONTRACT.

DISCREPANCIES

THE TYPES, LOCATIONS, SIZES AND / OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ARE APPROXIMATE AND WERE OBTAINED

FROM SOURCES OF VARYING RELIABILITY. ONLY ACTUAL 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 ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH

UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATING ALL UNDERGROUND FACILITIES AND UTILITIES BY POTHOLING PRIOR TO COMMENCING CONSTRUCTION.

UTILITY / POTHOLE

1. ALL SITE WORK SHALL BE IN CONFORMANCE WITH TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE AND WITH THE AMERICANS WITH

DISABILITIES ACT.

2. CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33%.)

3. PATH OF TRAVEL TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5%) UNLESS RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS, IN WHICH

CASE THE SLOPE SHALL NOT EXCEED 1:12 (8.33%).

4. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM WIDTH OF

60" AND A MINIMUM DEPTH OF 60" WHEN THE DOOR OPENS INTO THE BUILDING, AND 42" PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPENS

ONTO THE LANDING.

5. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5%) AND 1:12 (8.33%), AND SHALL HAVE A MINIMUM WIDTH OF 48" AND A

MAXIMUM CROSS-SLOPE OF 2%. RAMPS EXCEEDING 2'-6" VERTICAL CHANGE SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS HAVING

A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60". BOTTOM LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH

OF 72".

6. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2% MAXIMUM. MAXIMUM SLOPE WITHIN PARKING STALLS DESIGNATED AS

ACCESSIBLE PARKING SHALL BE 2% IN ANY DIRECTION.

7. ALL SIDEWALK SHALL HAVE A 4' MINIMUM CLEAR WIDTH FOR ACCESSIBLE CONFORMANCE.

ADA NOTES

PER NATIONAL GEODETIC SURVEY (NGS):

DESIGNATION E 79

PID HS0989

STATE/COUNTY CA/TUOLUMNE

USGS QUAD JAWBONE RIDGE (1979)

NAD 83(1986) POSITION 37 49' 19.0" (N) 120 05' 58.1" (W)

NAVD 88 ORTHO HEIGHT 3123.03 FEET

MARKER BENCH MARK DISK

NOTE: HORIZ COORDINATES ESTABLISHED BY AUTONOMOUS HAND HELD

GPS OBSERVATIONS AND HAVE AN ESTIMATED ACCURACY OF ±10 METERS

RECOVERY NOTE BY GEOCACHING 2008 (PFW)

MARKER IS APPROXIMATELY 135 WEST OF THE SOUTHWEST CORNER OF

THE RANGER STATION

BENCHMARKS

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE ALL MATERIAL AND LABOR REQUIRED WITHIN THE BID PRICE, FOR EARTHWORK

CONSTRUCTION, TO CARRY OUT THE CUT/FILL AND/OR IMPORT/EXPORT AS NECESSARY TO MEET THE DESIGN GRADES SHOWN ON THE PLANS.

THE CONTRACTOR IS TO DELIVER TO THE OWNER THE PROJECT IN A COMPLETE AND OPERATIONAL MANNER. EARTHWORK QUANTITIES SHOWN

ON THE PLANS OR REPRESENTED BY THE ENGINEER ARE APPROXIMATE AND ARE FOR GRADING PLAN PURPOSES ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR INVESTIGATION OR STUDIES THAT ARE REQUIRED BY THE CONTRACTOR TO SATISFY THIS REQUIREMENT. NO ADDITIONAL

COMPENSATION SHALL BE PAID FOR SAID CUT/FILL AND/OR IMPORT/EXPORT.

EARTHWORK NOTE

ASBESTOS CONTAINING SIDING IS KNOWN TO EXIST WITHIN THE PROJECT AREA. THE CONTRACTOR WILL PROTECT ALL ASBESTOS CONTAINING

ITEMS DURING THE EXECUTION OF THIS CONTRACT. ADDITIONALLY THE CONTRACTOR WILL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL

REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ASBESTOS CONTAINING MATERIALS.

HAZARDOUS MATERIALS NOTE

C0.1 CIVIL NOTES, LEGEND, AND ABBREVIATION

C1.0 EXISTING SITE PLAN

C2.0 DEMOLITION PLAN

C3.0 PROPOSED SITE PLAN

C4.0 GRADING & DRAINAGE PLAN

C5.0 UTILITY PLAN

C6.0 EROSION CONTROL PLAN

C7.0 CIVIL CONSTRUCTION DETAILS

C7.1 CIVIL CONSTRUCTION DETAILS

C7.2 CIVIL CONSTRUCTION DETAILS

C7.3 CIVIL CONSTRUCTION DETAILS

CIVIL SHEET INDEX

Point Number Easting Northing Point Elevation Description

1 19754.4556' 9600.7818' 3139.28' SETPK

2 19887.6394' 9677.2720' 3140.21' SET PK

3 19917.0241' 9837.6862' 3159.02' SETSS

4 20115.7766' 9768.5553' 3146.43' SET PK

5 20098.1541' 9644.5098' 3137.03' SET PK

6 19887.6490' 9677.2834' 3140.21' FD PK

101 19889.9609' 9663.1343' 3141.30' SETTBM

102 19914.7541' 9796.1941' 3149.00' SET TBM

TEMPORARY SITE BENCHMARK/ CONTROL

WATER VALVE

WATER METER

LAMP POST

ELECTRICAL VAULT

UTILITY POLE

GUY WIRE

TELEPHONE PEDESTAL

SEWER

INSPECTION RISER

PROPANE TANK

GAS VALVE

DRAIN INLET

FLOW

FIRE HYDRANT

CEDAR TREE

PINE TREE

OAK TREE

TREE (UNSPECIFIED)

SIGN

SPOT ELEVATION

SLOPE

ELECTRICAL LINE

GAS LINE

WATER LINE

SEWER LINE

LIMIT VEGETATION OR DRIPLINE

(E) ROCK BREAK

(E) ASPHALT SURFACE

(E) CONCRETE SURFACE

(E) GRAVEL SURFACE

(E) BUILDING

OR

ASPHALT CONCRETE SURFACE 12,500 SQ

CONCRETE SURFACE 2,000 SQ

CONCRETE DRAINAGE SWALE 220 LF

GRAVEL DRAINAGE SWALE 50 LF

GRAVEL EDGE PROTECTION 1,600 SQ

TOTAL DISTURBED AREA 23,000 SQ

NOTE: QUANTITIES BASED ON PLANIMETRIC MEASUREMENTS, SLOPE CORRECTIONS HAVE

NOT BEEN APPLIED. CONTRACTOR MUST FIELD VERIFY QUANTITIES NOTED.

AB - AGGREGATE BASE

AC - ASPHALT CONCRETE

AD - AREA DRAIN

ADA - AMERICANS WITH DISABILITIES ACT

BFP - BACK FLOW PREVENTER

BLDG - BUILDING

BM - BENCH MARK

BOL - BOLLARD

C&G - CURB AND GUTTER

CB - CATCH BASIN

CIP - CAST IRON PIPE

CL - CENTERLINE

CMP - CORRUGATED METAL PIPE

CO - CLEAN OUT

CONC - CONCRETE

CY - CUBIC YARD

DI - DROP INLET

DIP - DUCTILE IRON PIPE

DW - DOMESTIC WATER

EPV - EDGE OF PAVEMENT

ELEV - ELEVATION

E, EXIST - EXISTING

FC - FACE OF CURB

FF - FINISHED FLOOR

FG - FINISHED GRADE

FH - FIRE HYDRANT

FL - FLOW LINE

FND - FOUNDATION

FS - FINISHED SURFACE

FT - FOOT

GB - GRADE BREAK

GV - GATE VALVE

HCR - ACCESSIBLE RAMP

HP - HIGH POINT

INV - INVERT ELEVATION

LF - LINEAR FEET

LP - LOW POINT

MAX - MAXIMUM

MEP - MECHANICAL/ELECTRICAL/PLUMBING

MH - MANHOLE

MIN - MINIMUM

MON - MONUMENT

NTS - NOT TO SCALE

PL - PROPERTY LINE

POC - POINT OF CURVE

PP - POWER POLE

PVC - POLYVINYL CHLORIDE PIPE

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

R/W - RIGHT OF WAY

SD - STORM DRAIN

SF - SQUARE FEET

SS - SANITARY SEWER

STA - STATION

STD - STANDARD

S/W - SIDEWALK

TBM - TEMPORARY BENCH MARK

TC - TOP OF CURB

TD - TRENCH DRAIN

TOE - TOE OF SLOPE

TOS - TOP OF STAIR

TOW - TOP OF WALL

TS - TOP OF SLAB

TYP - TYPICAL

UON - UNLESS OTHERWISE NOTED

U/G - UNDERGROUND

WM - WATER METER

WV - WATER VALVE

QUANTITIES

1. ALL CONCRETE REINFORCEMENT MUST BE SECURED AND SUPPORTED PRIOR TO CONCRETE PLACEMENT.

2. MINIMUM SUPPORT WITH 2" x 2" x 2" CONCRETE "DOBIES" WITH WIRE, OR EQUAL (SUBJECT TO APPROVAL

BY THE CONTRACTING OFFICER.) MINIMUM PLACEMENT AT EVERY OTHER REINFORCING STEEL CROSSING.

* DOBIES - REFERENCE CONTAINED IN DETAILS THAT REFER TO THE ABOVE NOTES

CONCRETE REINFORCEMENT SUPPORT

REFER TO SPECIAL INSPECTION REQUIREMENTS, SHEET C7.2

SPECIAL INSPECTIONS

E. SITE

C0.1

Co ve r s he et fo r:

NTS

Pacific Southwest Region R5 USDA Forest Service

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

Gr ov ela nd

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Of fic e an d

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Hi gh wa y 1

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, C ali fo rn ia

DRAWING

11/12/15

KTQ

- GARAGE

- COVERED PATIO

- WOOD TERRACING

- ELEVATED CONCRETE SURFACE

- STORAGE STRUCTURE

- BUILDING

- FUELING STATION TO REMAIN

- POWER SERVICE PANEL

- SEWER LINE

- OVERHEAD POWER LINE

- WATER LINE

- FLAG POLE

- FITNESS EQUIPMENT

- COMMUNICATION VAULT

- VEHICLE SERVICE PIT (BENEATH SURFACE)

- CORRUGATED METAL PIPE CULVERT W/ UTILITIES INSIDE

- COMMUNICATION SERVICE PANEL

- SHED

- GAS LINE - BUILDING SERVICE

- SERVICE PEDESTAL

- APPROXIMATELY 2300 SQ.FT. BUILDING TO BE REMOVED

* LOCATION PROVIDED BY U.S.F.S., CONTRACTOR TO

FIELD VERIFY LOCATION

(ALL INFORMATION OUTSIDE THE PROJECT LIMITS PROVIDED

BY U.S.F.S. MUST BE FIELD VERIFIED BY THE CONTRACTOR)

REFERENCE NOTES

9*

10*

11*

TEMPORARY SITE BENCHMARK/ CONTROL

SPOT ELEVATION

WATER VALVE

WATER METER

LAMP POST

ELECTRICAL VAULT

UTILITY POLE

GUY WIRE

TELEPHONE PEDESTAL

SEWER

INSPECTION RISER

PROPANE TANK

GAS VALVE

DRAIN INLET

FLOW LINE

FIRE HYDRANT

CEDAR TREE

PINE TREE

OAK TREE

TREE (UNSPECIFIED)

SIGN

ELECTRICAL LINE

GAS LINE

WATER LINE

SEWER LINE

LIMIT VEGETATION OR DRIPLINE

(E) ROCK BREAK

(E) ASPHALT SURFACE

(E) CONCRETE SURFACE

(E) GRAVEL SURFACE

(E) BUILDING

OR

LEGEND

E. SITE

C1.0

Ex ist ing S ite P lan fo r:

1"=20'

BENCHMARKS

Point Number Easting Northing Point Elevation Description

1 19754.4556' 9600.7818' 3139.28' SETPK

2 19887.6394' 9677.2720' 3140.21' SET PK

3 19917.0241' 9837.6862' 3159.02' SETSS

4 20115.7766' 9768.5553' 3146.43' SET PK

5 20098.1541' 9644.5098' 3137.03' SET PK

6 19887.6490' 9677.2834' 3140.21' FD PK

101 19889.9609' 9663.1343' 3141.30' SETTBM

102 19914.7541' 9796.1941' 3149.00' SET TBM

PER NATIONAL GEODETIC SURVEY (NGS):

DESIGNATION E 79

PID HS0989

STATE/COUNTY CA/TUOLUMNE

USGS QUAD JAWBONE RIDGE (1979)

NAD 83(1986) POSITION 37 49' 19.0" (N) 120 05' 58.1" (W)

NAVD 88 ORTHO HEIGHT 3123.03 FEET

MARKER BENCH MARK DISK

thughes02 Typewritten Text

BUILDING 2205

thughes02 Typewritten Text

BUILDING 2505

thughes02 Line thughes02 Typewritten Text

BUILDING

thughes02 Line thughes02 Typewritten Text

NO

PARKING

Pacific Southwest Region R5 USDA Forest Service

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

DRAWING

11/12/15

KTQ

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Of fic e an d

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, C ali fo rn ia

LEGEND

SPOT ELEVATION, PROPOSED

SLOPE, PROPOSED

GRADING & DRAINAGE PLAN

GRAD & DRNG

C4.0

Gr ad ing

D ra ina ge

P lan fo r:

1"=10'

CONTOUR INTERVAL = 2'

thughes02 Line thughes02 Typewritten Text 3146.00 thughes02 Typewritten Text 3146.00 thughes02 Line thughes02 Polygon thughes02 Polygon thughes02 Line thughes02 Typewritten Text 3146.00 thughes02 Polygon thughes02 Line thughes02 Typewritten Text <- 0.5% thughes02 Line thughes02 Polygon thughes02 Line thughes02 Typewritten Text 3146.00 thughes02 Polygon thughes02 Typewritten Text

GRADE AT 2:1 SLOPE FROM

EDGE OF CONCRETE SWALE

TO DAYLIGHT

thughes02 Line thughes02 Line thughes02 Line

Polygon

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

DRAWING

11/12/15

KTQ

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H ot sh ot s:

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LEGEND

- PROTECTIVE SLOPE MATTING

- CONSTRUCTION ENTRANCE

- CONCRETE WASHOUT STRUCTURE

- STRAW WATTLE

- RIP-RAP DRAINAGE OUTLET PROTECTION

E. SITE

C6.0

EROSION CONTROL PLAN

Er os ion C on tro l P lan fo r:

1"=10'

NO

PARKING

NO

PARKING

SURFACE AS NOTED ON PLAN

GRAVEL BASE

4" CONCRETE SLAB w/ #3 RE-BAR

@ 18" O.C., E.W., TYPICAL

TYPICALSIDEWALK CONSTRUCTION: 4" CONCRETE SLAB,

w/ LIGHT BROOM FINISH, w/ #3 RE-BAR @18" O.C., E.W.

o/ 4" GRAVEL BASE o/ UNDISTURBED or 90% COMPACTED EARTH

8" WIDE THICKENED EDGE

w/ (1) #4 RE-BAR, CONT., TYPICAL

S

L

O

P

E

M a x

PREMOULDED EXPANSION JOINT FILLER

CONFORMING ASTM D1751 OT D1752

JOINT SEALER CONFORMING TO

ASTM D 1850 OR FED. SPEC. SS-S-1401

CONCRETE

PREMOULDED EXPANSION JOINT FILLER

CONFORMING ASTM D1751 OT D1752

JOINT SEALER CONFORMING TO

ASTM D 1850 OR FED. SPEC. SS-S-1401

CONCRETE

CONCRETE JOINT

CONCRETE / ASPHALT JOINT

ASPHALT

RAMP CROSS SLOPE PERPENDICULAR TO THE

DIRECTION OF TRAVEL MUST BE 2% OR LESS

8" THICK X 18" WIDE FOOTING WHERE CURB

HEIGHT > 32". MAX HEIGHT 36".

EXPANSION JOINT SEE DETAIL

#4 BARS AT 12" O/C MIN. (1) TOP/BOT.

HORIZ. & VERT AT 24" O/C WHEN CURB

HEIGHT > 32"

TYPICAL SIDEWALK CONSTRUCTION:

4" CONCRETE SLAB, w/ LIGHT BROOM FINISH, w/ #3 RE-BAR @ 18" O.C., E.W. o/ 4" SAND &

GRAVEL BASE o/ UNDISTURBED or 90%

COMPACTED EARTH

SLOPE AS NOTED ON PLAN

BUT SLOPE PERPENDICULAR

TO THE DIRECTION OF

TRAVEL MUST BE 2% OR

LESS

THICKENED

EDGE

CONCRETE CURB MINIMUM

DIMENSIONS SHOWN

THICKENED EDGE

* DOBIES

* DOBIES

* DOBIES - REFER TO NOTES SHEET C0.1

* DOBIES - REFER TO NOTES SHEET C0.1

#4 BARS AT 12" O/C MIN. (1)

TOP/BOT. HORIZ. & VERT AT 24"

O/C WHEN CURB HEIGHT > 32"

CONSTRUCT PER DETAIL 5,

THIS SHEET

* DOBIES - REFER TO NOTES SHEET C0.1

Pacific Southwest Region R5 USDA Forest Service

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

DRAWING

11/12/15

KTQ

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Hi gh wa y 1

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, C ali fo rn ia

E. SITE

C7.0

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

DRAWING

11/12/15

KTQ

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H ot sh ot s:

Of fic e an d

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Hi gh wa y 1

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, C ali fo rn ia

3" THICK CONCRETE SURFACE PROTECTION AT

SHOULDER AND ON SLOPE ABOVE CONC. WALL

3" THICK CONCRETE SURFACE PROTECTION AT

SHOULDER AND ON SLOPE ABOVE CONC. WALL

STORM DRAIN TRENCH03

STORM DRAIN OUTLET

CONCRETE WASTE MANAGEMENT

PLAN

NTS

AA

TYPE "BELOW GRADE"

BERM

10 MIL

PLASTIC

LINING

10 FT MIN

V A

R I E

S

LATH AND

FLAGGING

ON 3 SIDES

BERM

10 MIL

PLASTIC

LINING

SANDBAG

BB

10 FT MIN

V A

R I E

S

10 MIL

PLASTIC

LINING

PLAN

NTS

TYPE "ABOVE GRADE"

WITH WOOD PLANKS

TWO-STAKED

2x12 ROUGH

WOOD FRAME

NOT TO SCALE

SECTION A-A

NOT TO SCALE

SECTION B-B

10 MIL PLASTIC LINING

WOOD FRAME

SECURELY

FASTENED AROUND

ENTIRE PERIMETER

WITH 2 STAKES

STAKE

(TYP)

2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30

1. ACTUAL LAYOUT DETERMINED IN THE FIELD

NOTES:

FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY

WHICHEVER IS GREATER

OF THE LARGEST CONSTRUCTION VEHICLE TIRE,

OR FOUR TIMES THE CIRCUMFERENCE

GRADE

EXISTING

MATCH

ORIGINAL

GRADE

B

B

NOTE:

NTS

PLAN

NTS

50 FT MIN

CULVERT AS NEEDED

E X

I S

T I N

G

P

A V

E D

R

O A

D W

A Y

DITCH

F

T

R

A

D

I

U

S

M

I

N

Construct sediment barrier and channelize runoff to sediment trapping device

12" MIN, UNLESS OTHERWISE

FILTER FABRIC

SECTION B-B

SPECIFIED BY A SOILS ENGINEER

BUT SMALLER THAN 6"

CRUSHED AGGREGATE GREATER THAN 3"

VEHICLE ENT/EXIT PROTECTION

CROSS-SECTION

ELEVATION VIEWPLAN VIEW

HORIZONTAL BARS AT 12" O/C TYPICAL

-- (1) AT TOP AND BOTTOM MINIMUM

-- (1) ABOVE AND BELOW INLET MINIMUM

SIDE WALLS TO FOLLOW ADJACENT SLOPE

VERTICAL BARS AT 12" O/C TYPICAL

HIGH DENSITY POLYEHTYLENE (HDPE) PIPE

REFER TO UTILITY PLAN FOR DIAMETER AND

TRENCH DETAIL FOR INSTALLATION REQUIREMENTS

DRAIN OUTLET WITH FLUSH SURFACE

RIP-RAP DISPERSION AT BASE OF

OUTLET 24" WIDE MINIMUM

SIDE WALLS TO FOLLOW ADJACENT SLOPE

HIGH DENSITY POLYEHTYLENE (HDPE)

PIPE REFER TO UTILITY PLAN FOR

DIAMETER AND TRENCH DETAIL FOR

INSTALLATION REQUIREMENTS

HIGH DENSITY POLYEHTYLENE (HDPE)

PIPE REFER TO UTILITY PLAN FOR

DIAMETER AND TRENCH DETAIL FOR

INSTALLATION REQUIREMENTS

RIP-RAP DISPERSION AT BASE OF

OUTLET 24" WIDE MINIMUM

SIDE WALLS TO FOLLOW ADJACENT SLOPE

2% SLOPE MIN.

18" Ø STEEL GRATE INLET

HORIZONTAL BARS AT 12" O/C TYPICAL

-- (1) AT TOP AND BOTTOM MINIMUM

-- (1) ABOVE AND BELOW INLET MINIMUM

SIDE WALLS TO FOLLOW ADJACENT SLOPE

VERTICAL BARS AT 12" O/C TYPICAL

(4) # 4 BARS CONTINUOUS IN FOOTING

(3) # 4 BARS CONTINUOUS IN FOOTING

CONCRETE DITCH SHAPED TO ENSURE WATER

FLOW AND CONFORM WITH RADIUS OF STORM

DRAIN AT INLET

OLDCASTLE DRAIN INLET STRUCTURE

CONCRETE INLET PROTECTION/

SUPPORT 3" THICK MINIMUM

SIDE WALLS TO FOLLOW ADJACENT SLOPE

CONCRETE DITCH SHAPED TO ENSURE WATER

FLOW AND RADIUS OF STORM DRAIN AT INLET

12"Ø HDPE STORM DRAIN PIPE

12"Ø HDPE STORM DRAIN PIPE

18" Ø STEEL GRATE INLET

CONCRETE DITCH SHAPE TO

ENSURE WATER FLOW AND

RADIUS OF STORM DRAIN AT INLET

SIDE WALLS TO FOLLOW ADJACENT SLOPE

GRAVEL SHOULDER

AC DIKE

ASPHALT SURFACE

ADJACENT SURFACE

PLAN VIEW

ELEVATION VIEW

CROSS-SECTION

STORM DRAIN INLET

SANDBAGS

VERTICAL & HORIZONTAL BARS AT 12" O/C TYPICAL

SPECIAL INSPECTION AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS

AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1707, AND 1708.

A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING

AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR

TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY.

THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL:

- MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL

INSPECTORS ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT

- REVIEW SUBMITTED INSPECTION REPORTS

- PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.

SPECIAL INSPECTOR: TO BE PROVIDED BY CONTRACTOR AND APPROVED

BY CONTRACTING OFFICER

VERIFICATION OF REQUIRED MIX DESIGN X

AT THE TIME FRESH CONCRETE IS SAMPLED TO

FABRICATE SPECIMENS FOR STRENGTH TESTS, X

PERFORM SLUMP AND AIR CONTENT TESTS,

AND DETERMINE THE TEMPERATURE OF THE

CONCRETE

INSPECTION ITEM: CONCRETE CONSTRUCTION CONTINUOUS PERIODIC

INSPECTION OF REINFORCING STEEL, INCLUDING

PRESTRESSING TENDONS, AND PLACEMENT X

SPECIAL INSPECTIONS

INSPECTION ITEM: SOIL VERIFICATION CONTINUOUS PERIODIC

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS X

ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING

CAPACITY.

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER X

DEPTH AND HAVE REACHED PROPER MATERIAL.

PERFORM CLASSIFICATION AND TESTING OF X

COMPACTED FILL MATERIALS.

VERIFY USE OF PROPER MATERIALS, DENSITIES, X

AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL.

PRIOR TO PLACEMENT OF COMPACTED FILL, X

OBSERVE SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY.

SPECIAL INSPECTOR: TO BE PROVIDED BY CONTRACTOR AND APPROVED

BY CONTRACTING OFFICER

VERTICAL & HORIZONTAL BARS AT 12" O/C TYPICAL

DETAILS

C7.2

AS NOTED

FIBER ROLL INSTALLATION

SEDIMENT FENCE

MATTING CHANNEL INSTALLATION05

MATTING SLOPE INTALLATION

STAPLE TABLE

09TREE PROTECTION06

RIP-RAP SLOPE PROTECTION

Rope

Plastic sheeting

Notes:

1) Minimum 12" overlap of all seams required.

2) Barrier required at toe of stock pile.

3) Covering maintained tightly in place by using sandbags or tires on ropes with a maximum 10' grid spacing in all directions.

Minimum 12" overlap of seams

Stock pile

Sandbag

Ground

Barrier required at toe of slope

PLASTIC SHEATHING / STOCK PILE PROTECTION

Notes:

1) Bury bottom of filter fabric 6" vertically below finished grade.

2) 2"x 2" fir, pine or steel fence posts.

3) Posts to be installed on uphill side of slope.

4) Compact both sides of filter fabric trench.

5) Unless otherwise noted on plans panels must be placed according to spacing table.

2'-6"

1'-6"

6"

6' Max. spacing

Post

FRONT VIEW

NTS

3' Min. from toe of slope

Use stitched loops over

2" X 2" posts

Filter fabric material 36" wide rolls

PROFILE

NTS

Angle filter fabric fence to assure soil is trapped

Interlocked 2" X 2" posts & attach

PLAN VIEW

NTS

10> % <15

Install parallel along contours as follows

% Slope Slope

10> % flatter 10:1 or flatter 300 ft.

10:1> X <7.5:1 150 ft.

100 ft.

50 ft.

25 ft.

7.5:1> X <5:1

5:1> X <3.5:1

3.5:1> X <2:1

15> % <20

20> % <30

30> % <50

4'-0"

2'-6"

6"

Max. spacing on slope

UNLESS OTHERWISE NOTED

PROTECTIVE

FENCING

TREE

TREE

Protective fencing at edge of critical root zone. No fencing required over hard surfaces

Critical root zone- see notes below to determine size

Sidewalk

Street

4' Min.

Zone of protection

6' Max. between stakes

Wood, chain link or orange poly construction fencing

FENCING DETAIL

Notes:

1) The critical root zone (CRZ) for trees 4" diameter or smaller shall be an area with a radius at least 5' from the trunk.

2) The CRZ for trees over 4" diameter shall be an area with a radius of at least 1'-6" from the trunk for every 1" of diameter size.

3) No soil grade changes or compaction shall take place within the CRZ except as directed.

4) No storage of material shall be allowed within the CRZ.

5) If work is done within the CRZ, care must be taken to minimize root disturbance. Special care shall be taken during excavation and removal of existing curb, gutter, and sidewalks to avoid damage to tree roots. Locate existing tree roots using hand tools or other approved methods such as an airspade.

6) Protective fencing is required when the work area is within the CRZ of trees, except where portions of the CRZ are covered with pavement such as streets or walks.

7) No root over 2" shall be cut without approval of the urban forester (or an approved arborist). Roots shall be cut with approved saws. No roots over 2" shall be cut or torn during trenching with power equipment such as backhoes and trenchers. Utility lines and irrigation or other pipes shall be installed by hand digging or tunneling under roots, as necessary, to avoid cutting roots 2" and larger.

TYPICAL TREE PROTECTION

(NO PAVED SURFACES)

TYPICAL STREET TREE

PROTECTION DETAIL

Planting strip

6' Metal 'T' fence stakes, typ.

Side and end overlap 6"

Notes:

1) On shallow slopes blankets may be applied across the slope.

2) All blanket staple required as Per table.

Extend blanket a minimum of

3' above crown of slope.

Staple edge 1' o.c.

Shallow Slopes 4:1 or Less

F l o w

F l o w

Bury top 4 inches of blanket and staple edge 1' o.c.

STEEP SLOPES 2:1 OR

GREATER

Moderate Slopes 3:1

Side & end overlap 6"

Bury top 12 inches of blanket in 6"x6" trench.

Staple bottom edge of blanket 1' o.c.

Side & overlap 6"

5%

Profile

NTS

6" Overlap (typ.)

6"

Ditch

Grade

Minimum Weir Depth

6 inch 12 inch 18 inch

6%

16 ft. o.c. 26 ft. o.c.

20 ft. 30 ft.

4%

26 ft.

40 ft.

3%

15 ft.

33 ft.

50 ft.

2% 25 ft. 50 ft.

80 ft.

Table 4-3 Spacing for Check Dams

B io filte r b a g

Refer to Table 4-3 for Spacing

F l o w

Notes:

1) Staking of bags required using (2) 1"x2" wood stakes or approved equal per bag.

2) Surface must be smooth before application.

PLAN VIEW

NTS

CHECK DAM - BIO FILTER BAG08

A B

D

A

A B

B

D

B

B

C

C

C

C ft

4:1 3:1 2:1

1:1 Low flow channel

MCI/High flow channel

1 staple per sq.

yd.

C

1 1/2 staples per sq. yd.

2 staples per

sq. yd.

3.5 staples per

sq. yd.

Staple Pattern

Length and Slope Table

Minimum Staple Pattern Guide & Recommendation for Slope &

Channel Application

3'

3'

3'

6'

6'

3'

3' 1

4' 4'

2'

4'

4'

2'

20"

Notes:

1) Information provided is minimum requirements.

Manufactures requirements which are more stringent shall be used.

2) Install mat parallel in center of channel in the direction of flow. For culvert outfalls, place at under culvert or rip rap a minimum of 12 inches.

3) In channel bottom, overlap length ends a minimum of

12 inches.

4) Refer to detail drawing for channel slope application.

5) Refer to detail Staple Table for staple pattern.

6) Length of staples shall be determined by soil type -cohesive soil use 6 inch, non-cohesive soils 8-12 inch.

CHANNEL INSTALLATION

F

L

O

W

PREPARED SCARIFIED

SURFACE

4" - 6" RIP RAP COBBLES

LARGER COBBLE KEYED

IN TO BASE OF SLOPE

Pacific Southwest Region R5 USDA Forest Service

Stanislaus National Forest Groveland Fire Station Section 27 T1S, R17E M.D.B.M

ISSUE DATE:

DRAWN BY:

CHECKED BY:

SCALE:

DRAWING:

PROJECT NO:

ZPG

15-06.09

DRAWING

11/12/15

KTQ

Gr ov ela nd

H ot sh ot s:

Of fic e an d

Ga ra ge Gr ov ela nd R an ge r S ta tio n

Hi gh wa y 1

Gr ov ela nd

, C ali fo rn ia

DETAILS

C7.3

AS NOTED

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ASPHALT SHINGLE ROOF

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ASPHALT SHINGLE ROOF

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ASPHALT SHINGLE ROOF

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(NIC)

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ASPHALT SHINGLE ROOF

(NIC)

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(NIC)

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(NIC)

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Oval

(NIC)

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(NIC)

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(NIC)

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Oval thughes02 Line thughes02 Typewritten Text

FLOATED CONCRETE

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FLOATED CONCRETE

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FLOATED CONCRETE

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FLOATED CONCRETE

WATER HEATER SCHEDULE

PLUMBING FIXTURE SCHEDULE

PLUMBING LEGEND

architect consultant

Mary McGrath Architects, Inc. | All Rights Reserved

2407.01 sheet title project no.

sheet no.

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505 17th STREET, SECOND FLOOR, OAKLAND, CA 94612 phone: 510.208.9400 | www.marymcgratharchitects.com

M 33,682

BR

A NDON RODGERS

MEC HA NICA L

EXP 6/30/17

RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

S T A T E O F C A LIFORNIA

100 Cross Street, Ste 204

SLO, CA 93401

BMA JOB# 15188.00

OFF: (805) 544-4269

BMA Mechanical + client

USDA FOREST SERVICE

PACIFIC SOUTHWEST REGION R5

USDA - STF

GROVELAND

HOTSHOTS OFFICE

AND GARAGE

date description

GROVELAND RANGER STATION

24545 HIGHWAY 120

GROVELAND, CA 95321

project title sheet title

PLUMBING NOTES,

LEGEND, SCHEDULES

& ABBREVIATIONS

P1.0

PLUMBING ABBREVIATIONS

PLUMBING GENERAL NOTES

MANDATORY TITLE 24 MEASURES

UTILITY SIZING

PIPE MATERIALS

SERVICES LOCATION

DOMESTIC COLD

& HOT WATER

UNDERGROUND

ABOVE GROUND

MATERIAL

SCH. 40 PVC

COPPER (TYPE L)

SANITARY WASTE

SEWER

UNDERGROUND ABS

ABOVE GROUND ABS

SANITARY WASTE

VENT

ABOVE GROUND

ABS

CONDENSATE

DRAIN

ABOVE GROUND RIGID COPPER (TYPE M),

SCH. 40 PVC FOR HIGH

EFFICIENCY CONDENSING

EQUIPMENT

GAS

UNDERGROUND POLYETHYLENE (PE) PIPE OR

WRAPPED BLACK IRON

ABOVE GROUND SCH. 40 BLACK IRON

AutoCAD SHX Text

MANUAL FLUSH VALVE:

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ZURN Z6000AV-HET

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REMARKS

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SIZE

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FLUE

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SIZE

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BRANCH

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MBTUH

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KW

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CY

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PH

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VOLTS

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POWER

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OUTLET

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INLET/

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WEIGHT

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FULL

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DIMENSIONS

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CAPACITY

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STORAGE

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MODEL

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MAKE

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MARK

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(INCHES)

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(INCHES)

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(INCHES)

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(POUNDS)

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(GALLONS)

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FD-1

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FLOOR DRAIN

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W/ ROUND STRAINER

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TRAP PRIMER

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AutoCAD SHX Text 1-1/2

AutoCAD SHX Text 1/2

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J.R. SMITH #2005-AP

AutoCAD SHX Text 5"%%C, AutoCAD SHX Text

PRECISION PLUMBING PRODUCTS

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"PRIME-RITE" TRAP PRIMER

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MIN. BRANCH SIZE (")

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DESCRIPTION

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MARK

AutoCAD SHX Text W

AutoCAD SHX Text V

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MAKE AND MODEL

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HW

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CW

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FITTINGS

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REMARKS

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LT-1

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LAUNDRY TUB

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FLOOR MOUNTED

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W/ VACUUM BREAKER

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AutoCAD SHX Text 1-1/2

AutoCAD SHX Text 1/2

AutoCAD SHX Text 1/2

AutoCAD SHX Text

FLORESTONE #FM

AutoCAD SHX Text 23-1/8"x22-3/8"x35-1/2"

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MOLDED STONE

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ADA WATER CLOSET

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ELONGATED, 1.28 GPF

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FLOOR MOUNTED

AutoCAD SHX Text

VITREOUS CHINA, WHITE

AutoCAD SHX Text 28-3/4" x 14-1/2" x 17" RIM, AutoCAD SHX Text

ZURN #Z5665-BWL,

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1-1/4

AutoCAD SHX Text

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INSTALL PER ADA REQUIREMENTS,

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LOCATE HANDLE ON WIDE SIDE OF FIXTURE

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& ZURN SEAT #Z5955SS-EL,

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WC-1

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ADA LAVATORY

AutoCAD SHX Text

WALL MOUNT

AutoCAD SHX Text

ZURN #Z5344,

AutoCAD SHX Text 1/2

AutoCAD SHX Text 1-1/2

AutoCAD SHX Text

AutoCAD SHX Text

VITREOUS CHINA, WHITE

AutoCAD SHX Text 20"x 18"

AutoCAD SHX Text 1/2

AutoCAD SHX Text

STOPS, SUPPLIES, C.P. BRASS "P" TRAP,

AutoCAD SHX Text

INSTALL PER ADA REQUIREMENTS

AutoCAD SHX Text

& ZURN WALL SUPPORT Z1231

AutoCAD SHX Text L-1

AutoCAD SHX Text

ZURN FAUCET #Z-81104-XL-P-3M-PT-HCT W/GRID STRAINER,

AutoCAD SHX Text

MOEN HAND SHOWER,SLIDE BAR, GRAB BARS, SEAT,

AutoCAD SHX Text

FIBERGLASS

AutoCAD SHX Text

PRESSURE BALANCING

AutoCAD SHX Text

SHOWER

AutoCAD SHX Text 3/4

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2

AutoCAD SHX Text

FLORESTONE #40-44,

AutoCAD SHX Text 40-1/2"x40-1/2" INSIDE, AutoCAD SHX Text

GEL COATED FIBERGLASS

AutoCAD SHX Text 3/4

AutoCAD SHX Text

CURTAIN ROD

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RECESS UNIT FLUSH WITH FLOOR,

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PROVIDE WITH PHENOLIC SEAT

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SH-1

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ADA SINGLE BOWL SINK

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COUNTER TOP

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ELKAY #DRKR2217,

AutoCAD SHX Text 1/2

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2

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18 GA. STAINLESS STEEL

AutoCAD SHX Text 16"x13"x7-5/8"

AutoCAD SHX Text 1/2

AutoCAD SHX Text

& C.P. BRASS "P" TRAP

AutoCAD SHX Text

STRAINER #LK35, STOPS, SUPPLIES

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INSTALL PER ADA REQUIREMENTS

AutoCAD SHX Text

KS-1

AutoCAD SHX Text

CHICAGO FAUCET #1100-HA8AE35-317AB,

AutoCAD SHX Text

1.5 GPM

AutoCAD SHX Text

W/ VACUUM BREAKER

AutoCAD SHX Text

WALL MOUNT

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HOSE BIBB

AutoCAD SHX Text

AutoCAD SHX Text

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WOODFORD #17,

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PROVIDE W/LOOSE TEE KEY

AutoCAD SHX Text

FREEZELESS WALL FAUCET

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MOUNT 24" AFF

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HB-1

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W/HALF GRATE

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FLOOR SINK

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ENAMELED CAST IRON

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J.R. SMITH #3100

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AutoCAD SHX Text 1-1/2

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AutoCAD SHX Text 10"x10"x6"

AutoCAD SHX Text

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CAST IRON FLANGED RECEPTOR

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FS-1

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ACID RESISTANT COATED INTERIOR

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W/ NICKEL BRONZE RIM

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DESCRIPTION

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SYMBOL

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ABBREV.

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TPV

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TRAP PRIMER VALVE

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BALL VALVE

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CD

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CONDENSATE DRAIN

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TEMPERATURE PRESSURE RELIEF VALVE

AutoCAD SHX Text T&P

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HB

AutoCAD SHX Text

HOSE BIBB

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COTG

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CLEANOUT TO GRADE

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UNION

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PIPE DOWN

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CAPPED/PLUGGED PIPE

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AAV

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AUTOMATIC AIR VENT

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AAV

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PRESSURE REDUCING OR REGULATOR VALVE

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PRV

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PLUG VALVE (PLAN VIEW)

AutoCAD SHX Text

PV

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VALVE IN RISER

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RECESSED HOSE BIBB

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RHB

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FCO

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FLOOR CLEANOUT

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WCO