COUNTY_APPROVED_ACCESSIBLE_SITE_PLAN_AND_ELECTRICAL.pdf

1/4"=1'-0" rev date description

SITE INFORMATION:

OF:SHEET:

PROJECT NO:

DRAWING:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

PROJECT INFORMATION:

OWNER INFORMATION:

REVISIONS:

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007-031-004-000 11880 Ponderosa Ln.

Groveland, CA. 95321

Tuolumne County 2 S. Green St.

Sonora, CA. 95370 Ph (209) 533-5904

12.16.24

These drawings and specifications are the property of the engineer and shall not be used on any other work except by agreement with the engineer Written dimensions shall take preference over scaled dimensions and shall be verified on site. Any discrepancy shall be brought to the notice of the engineer prior to commencement of any work.

ENGINEER OF RECORD:

1. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS.

THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

2. THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PLAN

AND SPECIFICATIONS.

3. APPROVAL OF THESE PLANS BY THE COUNTY OR ITS AGENTS SHALL NOT RELIEVE THE CONTRACTOR OR THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE

REVISIONS SHALL BE SUBMITTED TO THE ENGINEER AND COUNTY FOR REVIEW AND APPROVAL.

4. PRIOR TO BEGINNING ANY CONSTRUCTION ON SITE, A PRE-CONSTRUCTION MEETING IS REQUIRED WITH THE COUNTY, DEVELOPER, CONTRACTORS, AND AFFECTED AGENCIES. CONTACT THE DEPARTMENT OF PUBLIC WORKS ENGINEER (209) 533-5601, AND PROJECT

PLANNER AT (209) 533-5633.

5. CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 TO LOCATE UNDERGROUND UTILITIES BEFORE GRADING ON THE SITE.

6. CONTACT CAL-OSHA FOR PERMIT REQUIREMENTS PRIOR TO BEGINNING WORK. (209) 576-6260.

7. NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT (209) 533-6533 AT LEAST TWO WORKING DAYS BEFORE WORK STARTS.

8. WORK IN EASEMENT AND/OR RIGHTS-OF-WAYS IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND/OR MAINTENANCE OF SAID EASEMENT AND/OR RIGHTS-OF-WAY.

9. FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY OR EASEMENTS, THE CONTRACTOR SHALL PRESERVE THE INTEGRITY AND LOCATION OF ANY AND ALL PUBLIC UTILITIES AND PROVIDE THE NECESSARY CONSTRUCTION TRAFFIC CONTROL. CONTRACTOR SHALL, THROUGH THE ENCROACHMENT PERMIT PROCESS, VERIFY WITH THE NECESSARY REGULATORY AGENCIES, THE NEED FOR ANY TRAFFIC ROUTING PLAN.

10. HOURS OF EXTERIOR CONSTRUCTION ON THE PROJECT SITE SHALL BE LIMITED TO 7:00 A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY.

ONSITE WORK MAY OCCUR ON SATURDAY, BUT NOT WITHIN THE COUNTY RIGHT-OF-WAY AND NOT ON ITEMS OR AREAS THAT REQUIRE INSPECTION BY THIS DEPARTMENT. EXTERIOR CONSTRUCTION SHALL BE PROHIBITED ON SUNDAY AND COUNTY HOLIDAYS.

11. ANY PROJECT WITH A SET OF CONDITIONS OF APPROVAL FROM THE COUNTY OF TUOLUMNE OR ANY OTHER AGENCY (i.e., DEPARTMENT OF FISH AND GAME, REGIONAL WATER QUALITY BOARD, ETC.) MUST ADHERE TO ALL CONDITIONS OF THOSE PERMITS.

12. PRIOR TO THE GRADING ON THE SITE, ALL PROPERTY CORNERS SHALL BE MONUMENTED AND CLEARLY VISIBLE. WHERE A CLEAR LINE OF SITE BETWEEN LOT CORNERS IS NOT POSSIBLE, APPROPRIATE MARKERS SHALL BE SET ALONG THE PROPERTY LINE TO MARK THE BOUNDARIES WHILE CONSTRUCTION IS IN PROGRESS. ALL CULTURAL AND BIOLOGICALLY SENSITIVE AREAS SHALL BE DELINEATED PRIOR

TO THE START OF CLEARING OR GRADING OPERATIONS.

13. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, REFERENCE

POINTS AND ALL SURVEY STAKES.

14. ALL MATERIALS FURNISHED AND THE METHODS OF PERFORMING ANY PROPOSED WORK SHALL CONFORM TO AND BE DONE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE CALTRANS STANDARD SPECIFICATIONS AND TITLE 11 OR 12.

15. THE STRUCTURAL SECTION SHOWN ON THE DETAILS SHALL BE FOR ESTIMATING PURPOSES ONLY. IT SHALL BE THE APPLICANT'S RESPONSIBILITY AND EXPENSE TO OBTAIN "R" VALUES TAKEN FROM SAMPLES AT LOCATIONS IN THE PRESENCE OF A DEPARTMENT OF PUBLIC WORKS INSPECTOR. COPIES OF CERTIFIED TEST RESULTS AND STRUCTURAL SECTION CALCULATIONS SHALL BE SUBMITTED TO THE DEPARTMENT. THE COUNTY MINIMUM TRAFFIC INDEX (T.I.) SHALL BE PER TITLE 11 OR MORE AND NOT LESS THAN 4.0.

16. THE CONTRACTOR SHALL BE RESPONSIBILITY FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS APPROVED PLAN. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS.

17. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE

OWNER AND/OR ENGINEER AND APPROVED BY THE COUNTY.

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

19. THE CONTRACTOR/OWNER AGREES:

A. THE JOB SITE SHALL BE CLEAN AT THE END OF EACH PHASE OF WORK.

B. TO BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH, SCRAP AND UNUSED MATERIAL IN A TIMELY MANNER.

C. TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL TIMES.

D. TO KEEP MATERIALS, EQUIPMENT, AND TRASH OUT OF THE WAY OF OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB.

E. TO BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, TESTING, USA AND RE-INSPECTIONS.

F. UNLESS OTHERWISE NOTED, ALL EXCESS SOILS AND MATERIALS SHALL BE LAWFULLY DISPOSED OF OFF SITE.

20. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

21. STRUCTURES, PARKING LOTS, OTHER RELATED APPURTENANCES AND ROADWAYS (BELOW 2.5 FEET) SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY PER ASTM D-1557-78. ALL FILLS ON WHICH ROADWAYS ARE TO BE PLACED SHALL BE COMPACTED TO A MINIMUM OF 95% M.R.D.D. FOR THE TOP 2.5 FEET. THE OWNER OR DEVELOPER SHALL PROVIDE CERTIFICATE OF COMPLIANCE ON COMPACTION

FROM AN APPROVED SOILS LABORATORY.

22. WHENEVER EXISTING FACILITIES ARE DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE, AFTER PROPER BACKFILLING AND/OR CONSTRUCTION, WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST ABATEMENT DURING CONSTRUCTION AND DEVELOPMENT OPERATIONS. A WATER TRUCK OR OTHER WATERING DEVICE SHALL BE ON THE PROJECT SITE ON ALL WORKDAYS WHEN NATURAL PRECIPITATION DOES NOT PROVIDE ADEQUATE MOISTURE FOR COMPLETE DUST CONTROL. SAID WATERING DEVICE SHALL BE USED TO SPRAY WATER ON THE SITE AT THE END

OF EACH DAY AND AT OTHER INTERVALS, AS NEED DICTATES, TO CONTROL DUST.

24. EXPOSED SERPENTINE GRAVEL IS PROHIBITED ON THE CONSTRUCTION SITE AND ACCESS ROADS, UNLESS EXEMPTED PURSUANT TO SECTIONS 93106 AND 93106(F) OF THE CALIFORNIA HEALTH AND SAFETY CODE UNLESS IT HAS BEEN TESTED AND DETERMINED TO HAVE AN ASBESTOS CONTENT THAT IS LESS THAN 0.25%. PAVEMENT OR OTHER APPROVED COVER MATERIAL SHALL BE REQUIRED FOR ANY ROAD UTILIZING SERPENTINE GRAVEL. (CALIFORNIA HEALTH AND SAFETY CODE, SECTIONS 93105 AND 93106).

25. ALL AREAS OF NEW PAVEMENT WILL BE WATER TESTED IN THE PRESENCES OF THE COUNTY INSPECTOR TO VERIFY PROPER DRAINAGE.

26. IF SUBSURFACE CULTURAL RESOURCES ARE DISCOVERED ON THE PROJECT SITE DURING THE CONSTRUCTION PROCESS, ALL WORK IN THE RESOURCE FEATURE AREAS SHALL CEASE UNTIL THE PROJECT PLANNER FROM THE TUOLUMNE COUNTY PLANNING DEPARTMENT HAS BEEN CONTACTED AND A QUALIFIED ARCHAEOLOGIST OR HISTORIAN HAS BEEN HIRED BY THE APPLICANT TO EVALUATE SAID RESOURCES AND ESTABLISH BOUNDARIES AROUND THEM. IF THE RESOURCES ARE FOUND TO BE SIGNIFICANT, MITIGATION MEASURES SHALL BE FORMULATED

AND IMPLEMENTED IN ACCORDANCE WITH APPENDIX K OF CEQA.

*27. THE CONTRACTOR AND ALL PERSONS WHO WILL BE OPERATING EQUIPMENT OR RESPONSIBLE FOR GRADING ON THE PROPERTY SHALL BE INFORMED THAT NO GRADING OR EARTH MOVING SHALL BE CONDUCTED WITHIN THE SENSITIVE AREAS (SEE ASTERISK) IDENTIFIED IN THE INITIAL STUDY, UNTIL A QUALIFIED ARCHAEOLOGIST APPROVED BY THE TUOLUMNE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT IS PRESENT.

*28. THE APPROVED ARCHAEOLOGIST SHALL BE PRESENT DURING ALL GRADING OR EARTH MOVING OPERATIONS WITHIN THE FLAGGED

BOUNDARIES.

29. ALL SOIL DISTURBED BY GRADING SHALL BE RESEEDED AND MULCHED OR HYDRO MULCHED AS SOON AS POSSIBLE BUT NOT LATER THAN OCTOBER 15 OF THE CONSTRUCTION YEAR. EMERGENCY EROSION CONTROL MEASURES SHALL BE UTILIZED AS REQUESTED BY COUNTY

OFFICIALS.

30. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL PIPING AND CONDUITS, STRUCTURES AND OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE STREET LIGHT LAYOUT PLAN SHOWING LOCATION OF LIGHTS, CONDUITS, CONDUCTORS, POINTS OF CONNECTIONS TO SERVICES, PULL BOXES, AND WIRE SIZES.

AS-BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED.

WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR.

31. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS-BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO FINAL ACCEPTANCE

BY THE COUNTY.

* - THESE NOTES APPLY ONLY TO PROJECTS WITH ARCHAEOLOGICALLY SENSITIVE AREAS.

TUOLUMNE COUNTY GENERAL GRADING NOTES

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.

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 MATERIALS, 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. 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.

2. ENGINEERED FILL SHOULD BE INORGANIC, HAVE A LIQUID LIMIT LESS THAN 35 AND A PLASTIC INDEX OF LESS THAN 15, AND AN EXPANSION

INDEX NO GREATER THAN 50.

3. ENGINEERED FILL GRADATION CRITERIA:

SIEVE OPENING PERCENT PASSING

4-INCH SQUARE 100

3/4-INCH SQUARE 70 MINIMUM

U.S. NO. 4 60 MINIMUM

4. 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.

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

6. 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 GEOTECHNICAL ENGINEER AND TESTED TO

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

7. 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.

8. 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.

9. 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.

10. 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.

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

SHOULD BE OBTAINED FROM A GEOTECHNICAL ENGINEER.

12. 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.

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

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

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

16. 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

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

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

TEMPORARY 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

1. STRIP AND REMOVE DEBRIS FROM CLEARING OPERATIONS AND THE TOP 6 TO 12 INCHES OF SOIL CONTAINING VEGETATION, ROOTS, AND OTHER DELETERIOUS MATERIALS. THE ORGANIC TOPSOIL CAN BE STOCKPILED ONSITE AND USED IN LANDSCAPE AREAS BUT IS NOT SUITABLE FOR USE ASFILL. VEGETATION, DELETERIOUS MATERIALS, STRUCTURAL DEBRIS, AND OVERSIZED ROCKS NOT USED IN LANDSCAPE AREAS, DRAINAGE

CHANNELS, OR OTHER NON-STRUCTURAL USES SHOULD BE REMOVED FROM THE SITE.

CLEARING AND GRUBBING

C2

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

TBM ELEVATION DESCRIPTION EASTING NORTHING

1 1000.00 SET PK NAIL 200000.4900' 99999.7210'

2 994.37 SET PK NAIL 200098.8050' 99993.8690'

3 991.51 SET PK NAIL 200155.4390' 200155.4390'

This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or altera-tions on the same without written permission from the Tuolumne County Community Development Department Division of Building and Safety.

APPROVED by _____________ Date _____________

The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval to the violation of any provisions of any Ordinance or Law. Occupancy of structure not permitted until after final approval.

Jehiah DeMattei 12/19/2024

APPROVED BY

TUOLUMNE COUNTY

DIVISION OF

BUILDING & SAFETY

REFERENCE NOTES

CONCRETE SURFACE OVER AGGREGATE BASE AND PREPARED SURFACE, REFER TO CONSTRUCTION DETAILS 1, 2, & 3, ALL APPLICABLE NOTES ON SHEET C2, AND CONCRETE NOTES SHEET C6 .

CONCRETE SIDEWALK OVER AGGREGATE BASE AND PREPARED SURFACE, REFER TO CONSTRUCTION DETAILS 1, 2, & 3, ALL APPLICABLE NOTES ON SHEET C2, AND CONCRETE NOTES SHEET C6 .

CONCRETE RAMP OVER AGGREGATE BASE AND PREPARED SURFACE, REFER TO CONSTRUCTION DETAILS 1, 2, 3, 5, 6, &

7, ALL APPLICABLE NOTES ON SHEET C2, AND CONCRETE NOTES SHEET C6 .

ACCESSIBLE PARKING STALLS, CONSTRUCTION DETAIL 11 SHEET C6

RAMP HANDRAIL REFER TO CONSTRUCTION DETAILS 5 & 7, ALL APPLICABLE NOTES ON SHEET C2, AND CONCRETE

NOTES SHEET C6 .

STAIR & HANDRAIL REFER TO CONSTRUCTION DETAILS 4, 5, & 8, ALL APPLICABLE NOTES ON SHEET C2, AND CONCRETE

NOTES SHEET C6 .

SURFACE UTILITY COMPONENT, REFER UTILITY PLANS SHEET C5, AND ASSOCIATED DETAILS

BATHROOM BUILDING BUILDING PROVIDED CXT, CONTRACTOR TO ENSURE ALL SITE CONSTRUCTION CONFORMS TO THE REQUIREMENTS PROVIDED ON THE BUILDING PLANS. CONTACT ENGINEER IF ANY DISCREPANCIES EXIST.

GENERAL CONSTRUCTION AND PROJECT CONSTRUCTION SHALL CONFORM TO THE DETAILS AND PLANS PROVIDED. ADDITIONAL DETAILS, SPECIFICATIONS, INFORMATION, AND REQUIREMENTS ARE PROVIDED BY THE ASSOCIATED REFERENCE DOCUMENTS

LISTED BELOW.

SITE GRADING, SCARIFICATION, TRENCH BACKFILL, AND ADDITIONAL REQUIREMENTS SEE GENERAL CONSTRUCTION NOTES AND CONSTRUCTION SPECIFICATIONS INCLUDED IN THIS PLAN SET. UTILITY INSTALLATIONS MUST CONFORM TO TUOLUMNE UTILITIES DISTRICT'S STANDARD DRAWINGS AND SPECIFICATIONS (tudwater.com/development-services/other-services/)

ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR BIDDING, CONSTRUCTION, MATERIAL PROCUREMENT, AND SUBCONTRACTOR BID SOLICITATION.

- BUILDING SETBACK LINE (B.S.L.)

- LIMITS OF GRADING

- DRAINAGE SWALE

- EXISTING CONTOUR

- PROPOSED CONTOUR

- P. BUILDING

- E. BUILDING

- P. CONCRETE

LEGEND & ABBREVIATIONS

- ELECTRIC BOX

- COMMUNICATIONS BOX / RISER

- SEWER MANHOLE PROPOSED

- WATER VALVE

- WATER METER

- STORM DRAIN INLET

- SEWER CLEANOUT

- STRIPING (P)

- CONCRETE CURB (P)

- DETAIL CALL-OUT

- ELEVATION AT ABBR. NOTEDELEV

- FIRE HYDRANT PROPOSED

OR

(DETAILS ARE TYPICAL, THEREFORE NOT ADDED

AT ALL OF THE LOCATIONS THAT THEY OCCUR)

OR

- PUBLIC UTILITY EASEMENT (P.U.E.) OR EASEMENT AS NOTED

- TEMPORARY BENCH MARK

- OVERHEAD TELEPHONE/ COMMUNICATION LINES

- OVERHEAD ELECTRICAL LINES

COM

BOW - BASE OF WALL

CC - CURB CUT INLET

CL - CENTERLINE

E, EXIST - EXISTING

FF - FINISHED FLOOR

FG - FINISHED GRADE

FL - FLOW LINE

FS - FINISHED SURFACE

HP - HIGH POINT

INV - INVERT ELEVATION

LD - LANDING

LP - LOW POINT

MH - MANHOLE

NTS - NOT TO SCALE

PE - PAD ELEVATION

RIM - RIM OF DRAIN INLET

SB - SPLASH BLOCK

SS - SANITARY SEWER

TBM - TEMPORARY BENCH MARK

TH - THRESHOLD

TOS - TOP OF STAIR

TOC - TOP OF CONCRETE/CURB

TOW - TOP OF WALL

WM - WATER METER

WV - WATER VALVE

- E. ASPHALT SURFACE

PROPOSED BATHROOM

NO

PARKING

TRASH

(2 YD)

48"x 6'-6"

CXT BATHROOM BUILDING

STEP

STEP

CONC.

LANDING

CONC. R

AMP

NEW ACCESSIBLE PARKING STALL

CONCRETE CONFORMANCE SLAB

PROPERTY LINE

PROPERTY LINE

CONCRETE SURFACE

DETECTABLE WARNING

DI PER CXT

DI PER CXT

CONC.

LANDING

CONC.

LANDING

CONC.

LANDING

EASEMENT

RAMP HANDRAIL

CONCRETE SURFACE 1

CONC.

RAMP

CONCRETE SURFACE

STAIRS & HANDRAIL 6

HANDRAIL 5

ACCESSIBLE SIDEWALK PATH

EXISTING WATER LINE/VALVE

BOX TO BE ABANDONED.

SEWER CLEAN-OUT 7

SAW-CUT AND PROTECT ASPHALT SURFACE

SAW-CUT AND PROTECT

ASPHALT SURFACE

ROOF OVERHANG

ELECTRICAL TRANSFORMER SEE SHEET C7

LANDING

(CONTRACTOR TO ENSURE SURFACE

MEETS LANDING REQUIREMENTS)

CONCRETE CURB AND HANDRAIL

(SEE DETAIL THIS SHEET)

CONCRETE CURB

RAMP HANDRAIL

RAMP HANDRAIL(S)

SEE DETAIL, THIS SHEET

1' EXTENSION

CONCRETE CURB

1" = 5'-0" rev date description

SITE INFORMATION:

OF:SHEET:

PROJECT NO:

DRAWING:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

PROJECT INFORMATION:

OWNER INFORMATION:

REVISIONS:

SO

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A Si te P lan fo r:

007-031-004-000 11880 Ponderosa Ln.

Groveland, CA. 95321

Tuolumne County 2 S. Green St.

Sonora, CA. 95370 Ph (209) 533-5904

12.16.24

These drawings and specifications are the property of the engineer and shall not be used on any other work except by agreement with the engineer Written dimensions shall take preference over scaled dimensions and shall be verified on site. Any discrepancy shall be brought to the notice of the engineer prior to commencement of any work.

ENGINEER OF RECORD:

CONTOUR INTERVAL 2'

SITE IMPROVEMENT PLAN C3

SITE IMP. PLAN

days 2 working

1-800-227-2600

CONTRACTOR MUST "POTHOLE" (OR

EXCAVATE) PRIOR TO CONSTRUCTION TO

FIELD VERIFY ACTUAL UTILITY LOCATIONS

1 1/2" Ø SCHEDULE 40 TOP & BOTTOM

RAILS WELDED TO EACH POST

SCALE: 3/4"=1'-0"

4" SQUARE x 3/16" PLATE

GUARD RAIL BY CERTIFIED WELDER

(LOCAL FABRICATOR) REFER TO SPECIAL

INSPECTION REQUIREMENTS

EMBED PLATE SEE DETAIL BELOW

1/8

1/8

1 1/2" Ø SCHEDULE 40 POSTS AT 8' O/C

1/8

4" SQUARE x 3/16" PLATE

(3) 3" LONG #4 BARS WITH

45° BEND AT BOTTOM1/8

EMBED PLATE

REFER TO CONC. DETAIL 1 SHEET C6

RAMP HANDRAILS

SCALE: 3/4"=1'-0"

" T

O

8"

" T

O

8"

PLATE 34

" T

O

8"

CURB HANDRAIL

1/8

1/8

1/2" Ø BAR

APPROVED BY

TUOLUMNE COUNTY

17.0'

.0

NO

PARKING

SLO

PE 0.

4%

FS -0.1

FS 0.0

(FIXED POINT)

SL

O

PE

.1

FS +0.2

SLOPE 1.8%

SLOPE 1.8%

FS -0.3

.8' SL

O

PE

.1

3.0' 17.0' 5.25'

3.0' 17.0' 5.25'

5"

CXT BUILDING

CONCRETE

SURFACE

HANDRAIL

EXISTING GRADE/

PREPARED SURFACE

CONTINUOUS FOOTINGS

CONCRETE

SURFACE

CONTINUOUS FOOTINGS

DRAINAGE SWALE

HANDRAIL

HANDRAIL

CONCRETE

SURFACE

COMPACTED CLASS II AB

EXISTING GRADE/

PREPARED SURFACE

CONCRETE

SURFACE

SECTION B-B'

SECTION A-A'

CONCRETE

SURFACE

CONCRETE

SURFACE

CONCRETE

SURFACE

COMPACTED CLASS II AB

FLOW-LINE

DRAINAGE SWALE

FLOW-LINE

PROPOSED BATHROOM

NO

PARKING

24.0'

10.75'

6.25'

5.25'

5.25'

6.5'

4.0'

5.0'

4.25'

11.3'

5.25'

18.0'

4.0'

4.5'

11.0' FS 996.68

TOC 997.44

TOC 997.43

EG 996.30

DRAINAGE CONFORMANCE SURFACE

LANDING

FS 997.0

FF 997.52

TOC 997.43

FS/EG 996.61

FS 997.48

TOC 996.60

EG 995.62

7.7%

1.0%

1.0%TYP

1.0%TYP

TOC 996.59

±7.5%

TOC 995.74

TOC 997.48

FOC 996.64

FS 995.79

1.0%

1.0%TYP

FS 995.73

FS 995.68

SITE

DRAINAGE

PROPERTY LINE

PROPERTY LINE

INV 995.9

INV 996.5

EG/FS 995.27

FS 994.97

FS 995.17

TOC 995.72

FS 995.47

FS 995.31

4.5%

TOC 996.54

STEPS ±5"

FL 997.34

FL 997.30

±1.0%

±10.8%

FLOW-LINE

STEP

FS 995.27

FS 995.13

1.8%

DUMPSTER

TOC 997.83

FS 996.68

FS/EG 996.73

FS/EG 997.51

TOC 998.23

FS 997.73

FS 997.5

FS 997.45

EG/FS 997.80

FS 997.38

TOC 998.05

FS 997.55

EG/FS 997.66

2.0%

1.0%

1.0%

EG/FS 997.31

TOC 997.54

FS/EG 997.37

APPROXIMATE TOE OF FILL

CONCRETE CURB WITH HANDRAIL

CONCRETE CURB

TOC 997.95

TOC 998.0

FS 995.12

±3.0%

FL 996.98

FL 996.6

4.5%

CROSS-SECTION B-B'

CROSS-SECTION A-A'

FLOW-LINE

3'

±5% ±5%

FLOW-LINE

SWALE DETAIL

NTS

28.5'

23.0'

LANDING

CONCRETE CONFORMANCE SURFACE

- BUILDING SETBACK LINE (B.S.L.)

- LIMITS OF GRADING

- DRAINAGE SWALE

- EXISTING CONTOUR

- PROPOSED CONTOUR

- P. BUILDING

- E. BUILDING

- P. CONCRETE

- ELECTRIC BOX

- COMMUNICATIONS BOX / RISER

- SEWER MANHOLE PROPOSED

- WATER VALVE

- WATER METER

- STORM DRAIN INLET

- SEWER CLEANOUT

- STRIPING (P)

- CONCRETE CURB (P)

- DETAIL CALL-OUT

- ELEVATION AT ABBR. NOTEDELEV

- FIRE HYDRANT PROPOSED

OR

(DETAILS ARE TYPICAL, THEREFORE NOT ADDED

AT ALL OF THE LOCATIONS THAT THEY OCCUR)

OR

- PUBLIC UTILITY EASEMENT (P.U.E.) OR EASEMENT AS NOTED

- TEMPORARY BENCH MARK

- OVERHEAD TELEPHONE/ COMMUNICATION LINES

- OVERHEAD ELECTRICAL LINES

COM

BOW - BASE OF WALL

CC - CURB CUT INLET

CL - CENTERLINE

E, EXIST - EXISTING

FF - FINISHED FLOOR

FG - FINISHED GRADE

FL - FLOW LINE

FS - FINISHED SURFACE

HP - HIGH POINT

INV - INVERT ELEVATION

LD - LANDING

LP - LOW POINT

MH - MANHOLE

NTS - NOT TO SCALE

PE - PAD ELEVATION

RIM - RIM OF DRAIN INLET

SB - SPLASH BLOCK

SS - SANITARY SEWER

TBM - TEMPORARY BENCH MARK

TH - THRESHOLD

TOS - TOP OF STAIR

TOC - TOP OF CONCRETE/CURB

TOW - TOP OF WALL

WM - WATER METER

WV - WATER VALVE

- E. ASPHALT SURFACE

22'-3"

12'-3"

17'-0"

14'-1"

6'-3"

12" TYP

SUB-BASE MUST BE A MINIMUM OF 6" THICK CLASS II AGGREGATE BASE

COMPACTED TO 95% OF OPTIMUM DENSITY (REFER TO CXT PLANS)

THICKENED EDGE AT

CONCRETE SURFACE

TRASH

(2 YD)

48"x 6'-6"

CONCRETE SURFACE

SEE DETAIL 1 SHEET 6

6"

12"

AS

R

EQ

U

IR

ED

" M

IN

1/2" X 12" SMOOTH DOWELS

AT 12" O/C TYPICAL

CONCRETE SURFACE

SEE DETAIL 1 SHEET 6

#4 BARS AT 12" O/C VERT/HORIZ TYPICAL

COMPACTED CLASS II AB

FINISHED SURFACE

8" TYP

1" = 5'-0" rev date description

SITE INFORMATION:

OF:SHEET:

PROJECT NO:

DRAWING:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

PROJECT INFORMATION:

OWNER INFORMATION:

REVISIONS:

SO

U

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T, S O

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(2

) 5

A Si te P lan fo r:

007-031-004-000 11880 Ponderosa Ln.

Groveland, CA. 95321

Tuolumne County 2 S. Green St.

Sonora, CA. 95370 Ph (209) 533-5904

12.16.24

These drawings and specifications are the property of the engineer and shall not be used on any other work except by agreement with the engineer Written dimensions shall take preference over scaled dimensions and shall be verified on site. Any discrepancy shall be brought to the notice of the engineer prior to commencement of any work.

ENGINEER OF RECORD:

CONTOUR INTERVAL 2'

GRADING AND DRAINAGE PLAN

CROSS-SECTIONS C4

SITE IMP. PLAN

ACCESSIBLE PARKING LAY-OUT

LEGENDS AND ABBREVIATIONS

FOUNDATION PLAN

APPROVED BY

TUOLUMNE COUNTY

SS

SS

612" O/C

TYPICAL

SHEET

SS

SS

SS

SS

SS

SS

SS

E

E

E

E

E

E

W

W

W

W

W

W

W

EXISTING SEWER PIPE

SEWER CLEAN-OUT /CONNECTION

EXISTING SEWER MANHOLE

SEWER CLEAN-OUT

ELECTRICAL CONDUIT

ELECTRICAL CONNECTION

TO TESLA DISTRIBUTION BAY

WATER SERVICE LINE

CONNECTION TO EXISTING

WATER SERVICE

SEWER SERVICE LATERAL

WATER SHUT-OFF IN FLUSH

MOUNTED VALVE BOX

NO

PARKING

ELECTRICAL TRANSFORMER, SEE SHEET C7

TRASH

(2 YD)

48"x 6'-6"

SS - SANITARY SEWER LINE WITH SIZE PROPOSED

E - ELECTRIC LINE IN TRENCH

- DOMESTIC WATER LINE WITH SIZE

G - 2"Ø GAS LINE

LEGEND

- ELECTRIC BOX

- COMMUNICATIONS BOX / RISER

- SEWER MANHOLE PROPOSED

- WATER VALVE

- WATER METER

- STORM DRAIN INLET

- SEWER CLEANOUT

- STRIPING (P)

- DETAIL CALLOUT

- ELEVATION AT ABBR. NOTEDELEV

- FIRE HYDRANT PROPOSED

SD - 4"Ø STORM DRAIN

OR

OR

REFERENCE NOTES

PVC (POLYVINYL CHLORIDE) SCHEDULE 40 UNDERGROUND CONDUITS FOR SITE ELECTRIC. SEE

ELECTRICAL SITE PLAN SHEET C7

1 1/2" Ø PVC (POLYVINYL CHLORIDE) WATER SERVICE LINE

WATER CONNECTION PER TUD STANDARD DETAIL #208

SEWER CONNECTION PER DETAIL PROVIDED BY GCSD WITH APPLICATION

4"Ø SCHEDULE 40 ABS SANITARY SEWER WASTE PIPE, SLOPE 1/4" PER FOOT MINIMUM

CONTRACTOR TO LOCATE EXISTING SEWER SERVICE PIPE, ELEVATIONS, VERIFY SERVICEABILITY, AND COORDINATE TIE-IN WITH GROVELAND COMMUNITY SERVICES DISTRICT (GCSD.)

NOTE: 12" CLEARANCE AT ALL UTILITY CROSSINGS.

GENERAL CONSTRUCTION AND PROJECT CONSTRUCTION SHALL CONFORM TO THE DETAILS AND

PLANS PROVIDED. ADDITIONAL DETAILS, SPECIFICATIONS, INFORMATION, AND REQUIREMENTS

ARE PROVIDED BY THE ASSOCIATED REFERENCE DOCUMENTS LISTED BELOW.

SITE GRADING, SCARIFICATION, TRENCH BACKFILL, AND ADDITIONAL REQUIREMENTS SEE GENERAL

CONSTRUCTION NOTES AND CONSTRUCTION SPECIFICATIONS INCLUDED IN THIS PLAN SET.

UTILITY INSTALLATIONS MUST CONFORM TO TUOLUMNE UTILITIES DISTRICT'S STANDARD

DRAWINGS AND SPECIFICATIONS (tudwater.com/development-services/other-services/)

ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR

BIDDING, CONSTRUCTION, MATERIAL PROCUREMENT, AND SUBCONTRACTOR BID SOLICITATION.

CD1

SS

SS

SS

SS

SS

E

W

W

SEWER CLEAN-OUTELECTRICAL

SERVICE PANEL

FLOOR DRAINS

FLOOR KNOCK-OUT FOR

UTILITY INSTALLATION

EXISTING WATER SERVICE

AND VALVE BOX

TRASH

(2 YD)

48"x 6'-6"

9.8' days

2 working

1-800-227-2600

CONTRACTOR MUST "POTHOLE" (OR

EXCAVATE) PRIOR TO CONSTRUCTION TO

FIELD VERIFY ACTUAL UTILITY LOCATIONS

rev date description

SITE INFORMATION:

OF:SHEET:

PROJECT NO:

DRAWING:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

PROJECT INFORMATION:

OWNER INFORMATION:

REVISIONS:

SO

U

TH

S

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T, S O

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F : 2

20-08.34

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ETC

12/16/2024

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Po nd er os a Ln

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(2

) 5

A Si te P lan fo r:

007-031-004-000 11880 Ponderosa Ln.

Groveland, CA. 95321

Tuolumne County 2 S. Green St.

Sonora, CA. 95370 Ph (209) 533-5904

12.16.24

These drawings and specifications are the property of the engineer and shall not be used on any other work except by agreement with the engineer Written dimensions shall take preference over scaled dimensions and shall be verified on site. Any discrepancy shall be brought to the notice of the engineer prior to commencement of any work.

ENGINEER OF RECORD:

CONTOUR INTERVAL 2'

UTILITY PLAN

UTILITY PLAN

1" = 10'-0"

C5

UTILITY PLAN

SCALE 1" = 5'-0"

APPROVED BY

TUOLUMNE COUNTY

1. REINFORCED CONCRETE WORK, MIXING, PLACEMENT AND QUALITY SHALL

CONFORM TO APPLICABLE REQUIREMENTS OF THE CBC AND ACI STANDARD 318.

2. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE WALLS OR SLABS UNLESS

SPECIFICALLY DETAILED.

3. EXTERIOR SLABS ON GRADE SHALL CONTAIN NOT MORE THAN 6% ENTRAINED AIR.

4. FOLLOW RECOMMENDED PRACTICES FOR HOT AND COLD WEATHER

CONCRETING BY OBSERVING ACI 305 AND ACI 306 GUIDELINES.

5. PROVIDE STANDARD CRACK CONTROL JOINTS IN ALL SLABS ON GRADE AT 2 TO 3

TIMES THE THE SLAB THICKNESS (in.) IN FEET O.C. EACH WAY (MAX), (ie: 4" SLAB =

8 FOOT TO 12 FOOT JOINT SPACING) MAXIMUM CONTROL JOINT SPACING NOT TO

EXCEED 15 FEET. JOINTS SHALL BE SAW CUT SUCH THAT THE ENCLOSED AREA

DOES NOT EXCEED 150 SQUARE FEET. JOINT DEPTH SHALL NOT EXCEED ONE

FOURTH OF SLAB DEPTH.

6. TOP OF CONCRETE SLABS SHALL BE MINIMUM 6" ABOVE FINISHED GRADE.

7. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:

FOOTINGS, GRADE BEAMS, AND WALLS f'c = 2,500psi STRUCTURAL BEAMS, COLUMNS, AND WALLS f'c = 4,000psi STRUCTURAL SLABS ( "PAN DECK" ) f'c = 3,000psi SLAB-ON-GRADE f'c = 3,000psi

CONCRETE MIXES SHALL BE DESIGNED TO COMPLY WITH CHAPTER 5 OF ACI-318.

CONCRETE NOTES

UNLESS OTHERWISE APPROVED CONCRETE SLUMP SHALL NOT EXCEED FOUR INCHES.

AGGREGATES: NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTM 33.

ALL REINFORCING STEEL SHALL HAVE A LAP SPLICE PER MINIMUM REQUIREMENT OF

ACI 318, UNLESS OTHERWISE NOTED.

SPLICES OF HORIZONTAL REINFORCING IN WALLS SHALL BE STAGGERED.

8. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES

BETWEEN ANY REINFORCING STEEL AND THE FACE OF CONCRETE SHALL BE MAINTAINED

UNLESS OTHERWISE INDICATED.

SLAB ON EARTH 1 INCH FROM TOP OF SLAB

CURBS OR STEM WALLS CENTER OF WALL

WALLS ABOVE GRADE-EXTERIOR FACE 11

2 INCHES FOR #5 & SMALLER

2 INCHES FOR #6 AND LARGER

WALL-INTERIOR FACE 1 INCH

COLUMNS, PILASTER 11

2 INCHES

CONCRETE BELOW GRADE

PLACED AGAINST EARTH 3 INCHES

9. REINFORCING STEEL IN STRUCTURAL SLABS, WALLS AND FOOTINGS SHALL CONFORM TO

ASTM A-615, GRADE 60.

10. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO

THE PLACING OF CONCRETE OR GROUT.

11. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150

12. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 USING

HYDROGEN ELECTRODES, WELDED REINFORCING STEEL SHALL CONFORM TO

ASTM 706, GRADE 60 WELDING SHALL BE E70XX UNLESS OTHERWISE NOTED.

13. WHERE DRILLED ANCHORS ARE USED, COORDINATE POSITIONING WITH

REINFORCING STEEL.

14. RECOMMEND CONCRETE HARDENER INCLUDED IN MIX DESIGN AND/OR

CONCRETE SEALER INSTALLED OVER THE TOP OF THE CONCRETE TO REDUCE

PENETRATION OF DELETERIOUS MATERIALS IN TO THE CONCRETE.

15. ALL CONCRETE REINFORCEMENT MUST BE SECURED AND SUPPORTED PRIOR

TO CONCRETE PLACEMENT.

16. MINIMUM SUPPORT WITH 2" x 2" x 2" CONCRETE "DOBIES" WITH WIRE, OR

EQUAL (SUBJECT TO APPROVAL ENGINEER OF RECORD.) MINIMUM

PLACEMENT AT EVERY OTHER REINFORCING STEEL CROSSING.

CONCRETE COLOR: PEWTER

CONCRETE SURFACE: SANDED FINISH

WATER BASED SEALER, GLAZE'N SEAL (OR EQUAL)

INSTALLED PER MANUFACTURERS SPECIFICATIONS

ALL FITTINGS, PIPE, AND PLUGS USED

SHALL CONFORM TO APPLICABLE ASTM

STANDARDS PER SPECIFICATIONS

1/8" BEND

IN-LINE WYE

PIPE BEDDING PER SPECIFICATIONS

EXPANDABLE PLASTIC PLUG (IF APPLICABLE,)

BLOCKED TO HOLD AIR OR HYDROSTATIC TEST

PRESSURES

CONTINUOUS PIPE (IF APPLICABLE)

REFER TO PLAN

CONCRETE SUPPORT BLOCK

SEAL AIR TIGHT W/ RUBBER CAP

SECURED W/ BAND CLAMP

CLEAN-OUT HOUSING & C.I. COVER;

CHRISTY #G5VPBOX

20"Ø X 5" THICK C.I.P. CONCRETE RING

ASPHALT OR EARTH SURFACE

VEHICLE RATED COVER MARKED "SEWER"

SANITARY SEWER CLEAN-OUT

12"

3"

3"

3/4"

3/ 4"

12"

MIN

#4 @12" OC EA WAY

12"

MIN

7" M

AX

6"

#4 NOSING BAR

TYP. EA TREAD

#4 TOP & BTM

HEAVY BROOM FINISH

PERPENDICULAR TO TRAVEL

CONC. SURFACE

SEE SITE PLAN

CONC. SURFACE

SEE SITE PLAN

STAIR SECTION

6" M

IN

IN

E . G

R

AD

E

* DOBIES

* DOBIES - REFER TO CONCRETE NOTES

RAMP HANDRAIL

1 1/2" Ø SCHEDULE 40 TOP RAIL

WELDED TO EACH POST

SCALE: 3/4"=1'-0"

4" SQUARE x 1/4" PLATE

EMBED PLATE SEE DETAIL BELOW

1/8

1 1/2" Ø SCHEDULE 40 POSTS AT 6' O/C

1/8

4" SQUARE x 1/4" PLATE

(3) 3" LONG #4 BARS WITH

45° BEND AT BOTTOM1/8

EMBED PLATE

" T

O

8"

1/8

4" x 3/16" PLATE

2"

FIRST POUR SECOND POUR

1/2" DIA x 24" SMOOTH DOWEL AT 18" O/C

GREASE AND WRAP THIS ENDBEVEL 1x3 CONT KEY

NOTES:

1. REINFORCING NOT CONTINUOUS THRU JOINT, STOP REINFORCING 4" FROM JOINT.

2. PLACE SLAB ON GRADE AND LOCATE CONSTRUCTION JOINTS.

3. AVOID RE-ENTRANT CORNERS.

4. CONTRACTORS OPTION TO POUR IN CHECKERBOARD METHOD.

5. CONTRACTOR TO SUBMIT PROPOSED JOINT LAYOUT FOR REVIEW.

6. SPACE JOINTS AT 25' EACH WAY MAX.

7. POUR ADJACENT SLABS AT LEAST 8 HOURS APART.

CONC SLAB

DEPTH OF JOINT T/4

FILL WITH SEALANTJOINTS SHALL BE LOCATED PARALLEL TO AND

CENTERED BETWEEN CONSTRUCTION JOINTS

NOTES:

1. REINFORCING CONT THRU JOINT

2. SPACE JOINTS PER PLAN

3. JOINTS MAY BE SAW CUT WITHIN 4 HRS, FORMED OR USE 'QUICK JOINT' OR EQUAL.

CONSTRUCTION/CONTROL JOINTS

PREPARED SURFACE

#3 BARS AT 18" O/C TYP.

(12" O/C FOR 6" SLAB)

EACH WAY MINIMUM

4" (MIN.) THICK CONCRETE SLAB

(6" THICK WHERE SUBJECT TO

VEHICULAR TRAFFIC & TRASH ENCL.)

CONCRETE SURFACE

* DOBIES

* DOBIES - REFER TO NOTE SHEET

CONC CURB, WHERE APPLICABLE

REFERENCE CALTRANS TYPE A3 CURB

THICKENED EDGE AT DRIVE SURFACES

4" THICK CLASS 2 AGGREGATE BASE (AB)

ROCK COMPACTED TO 95% MRDD

3/4" X 1 1/2" GRAVEL

SHOULDER

1/2"Ø x 12" LONG SMOOTH *

STEEL DOWEL AT 18" O/C

CONCRETE/CONCRETE SURFACE

4" CLASS 2 AGGREGATE BASE (AB)

ROCK COMPACTED TO 95% MRDD

THICKENED EDGE

6" CONCRETE SURFACE

W/ #4 BARS AT 18" O/C

EXISTING CONC. SURFACE

* STEEL DOWELS CENTERED IN CONCRETE, BUT A MINIMUM OF

2" BELOW THE SURFACE AND 18" AWAY FROM EDGES

" T

O

8"

RAMP HANDRAIL DETAIL

12"

6' O/C MAX

TYPICAL

12"

4" x 3/16" PLATE

1 1/2" Ø SCHEDULE 40 TOP & BOTTOM

RAILS WELDED TO EACH POST

1 1/2" Ø SCHEDULE

40 POSTS AT 6' O/C

4" SQUARE x 1/4" PLATE

4" C

O N

C

4" A

G G

R

EG

AT

E

2" G

AP

TO

P

O F

R

AM

P

BO

T.

O F

R

AM

P

48" MIN

" T

O

8"

RAMP CROSS-SECTION

GUARDRAIL PLATE

MAX SLOPE 8.33%

LANDING

LANDING

TYPICAL RAMP SECTION

SURFACE AS NOTED ON PLAN

AS NOTED

12"

4"

GRAVEL BASE

4" CONCRETE SLAB w/ #3 RE-BAR

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

TYPICAL SIDEWALK 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

WARNING STRIP: 12" WIDE @ TOP OF SLOPE

w/ 1/4" WIDE x 1/4" DEEP SAW CUT or TROWELED

GROOVES @ 3/4" O.C., TYPICAL.

8" WIDE THICKENED EDGE

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

8.33% SLOPE, Max.

RAMP CROSS SLOPE PERPENDICULAR TO THE

DIRECTION OF TRAVEL MUST BE 2% OR LESS

* DOBIES

* DOBIES - REFER TO CONCRETE NOTES

1'-0" 1'-0"

" T

O

8"

12"

STAIRWAY DETAIL

HANDRAIL RETURNS

1-1/2" DIA. SCHEDULE 40

HANDRAIL

NOTE: REINFORCEMENT NOT SHOWN

REFER TO SECTION DETAIL

12"

4" SQUARE x 1/4" PLATE

TO

P

O F

ST

AI

R

TREAD WIDTH

CONTRASTING STRIPE, ALL

TREADS SEE STAIR NOTES

01 02 03 04 05

06 07 08

ACCESSIBLE ROUTE

AC

CE

SS

IB

LE

A

IS

LE

VAN ACCESSIBLE AISLE

GENERAL DISABLED PARKING SPACE NOTES

1) DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS

2) A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED

WHICH WILL PREVENT ENCROACHMENT OF CARS OVER THE ADJOINING

ACCESSIBLE ROUTE.

3) WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS

OTHER THAN THEIR OWN TO ACCESS AN ADJOINING ACCESSIBLE ROUTE.

4) THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACE AND

ADJACENT ACCESS AISLE MAY NOT EXCEED 2% IN ANY DIRECTION.

5) CURB RAMPS MAY NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF

DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES.

6) ACCESS AISLES (LOADING/UNLOADING AREA) MUST CONNECT TO AN

ACCESSIBLE PATH OF TRAVEL TO THE FACILITY.

7) THE WORDS "NO PARKING" MUST BE PAINTED ON THE GROUND WITHIN EACH

ACCESS AISLE.

8) BORDER STRIPING OF HANDICAP ACCESSIBLE AISLES SHALL BE BLUE.

INTERIOR STRIPING TO BE EITHER BLUE OR WHITE AND SPACED AT A

MAXIMUM OF 36" O.C.

EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC

ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE

SPACE (CENTERED AT ENTRANCE TO STALL RECOMMENDED)

9.0' MIN. 5.0' MIN. 9.0' MIN. 8.0' MIN.

NO

PARKING

NO

PARKING

INTERNATIONAL SYMBOL OF

ACCESSIBILITY STALL SYMBOL

HANDICAPPED PARKING AND VAN

ACCESSIBLE SIGN (TYP.)

HANDICAPPED PARKING

SIGN (TYP.)

.0

' M

IN

4.

0' M

IN

" M

IN

36" MAX.

SCALE: 1"=4'-0"

WHITE

SINGLE CAR & VAN ACCESSIBLE PARKING SPACE DESIGN

VAN ACCESSIBLE

SURFACE FREE

STANDING TO TOP

OF WALKING

RESERVED

FOR

HANDICAPPED

MINIMUM

FINE $250

RESERVED

FOR

HANDICAPPED

1/2" RADIUS

BLUE

WHITE

REFLECTORIZED SIGN

CONSTRUCTED OF PORCELAIN

ON STEEL W/ BEADED

TEXT OR EQUAL

" M

IN

1) SIGN TO BE CENTERED AT THE INTERIOR

END OF PARKING SPACE.

2) AREA OF SIGN TO BE A MIN. OF 70 SQ. IN.

3) DESIGNATE FOR (VAN ACCESSIBLE)

WHERE APPROPRIATE

1" M

IN

FINISHED GRADE

1'

12"Ø CONCRETE

FOOTING

2-3/8" O.D. 16 GAGE

GALVANIZED STEEL PIPE

FOOTING TO BE

CAST IN PLACE AGAINST

UNDISTURBED SOIL

18'

18'

9'

8'

9'

45°'

ANGLED PARKING SPACE

1. ALL STAIRWAYS SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CBC AND THE

AMERICAN DISABILITIES ACT AS REQUIRED.

2. STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES AND HEAD CLEARANCE

OF 80" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS.

3. STAIR RISER HEIGHTS SHALL BE 7" MAX. MEASURED VERTICALLY BETWEEN HORIZONTAL

PLANES. THE RISE AND RUN OF STEPS SHALL BE UNIFORM IN SIZE & SHAPE. VARIATION

CANNOT EXCEED 3/8".

4. STAIR TREAD DEPTHS SHALL BE 11" MIN. MEASURED HORIZONTALLY BETWEEN VERTICAL

PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT RIGHT ANGLES

TO THE ADJACENT TREAD'S LEADING EDGE.

5. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. TOLERANCE

BETWEEN THE LARGEST AND SMALLEST AND/OR TREAD DEPTH SHALL NOT EXCEED 3/8 OF

AN INCH.

6. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL NOT BE

SLOPED STEEPER THAN ONE UNIT VERTICAL IN 48" HORIZONTAL.

7. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET BETWEEN

FLOOR LEVELS OR LANDINGS.

8. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A

STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2

INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE

THAN 1 INCH FROM THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL

EXTEND THE FULL WIDTH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP

RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE

ACCEPTABLE. (GROOVES SHALL NOT BE USED TO SATISFY THE REQUIREMENT.)

STAIR CONSTRUCTION

rev date description

SITE INFORMATION:

OF:SHEET:

PROJECT NO:

DRAWING:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

PROJECT INFORMATION:

OWNER INFORMATION:

REVISIONS:

SO

U

TH

S

TE

W

AR

T

ST

R

EE

T, S O

N O

R A, C

AL

IF

O

R N

IA

, 9

T : 2

.5

.5

F : 2

20-08.34

ZPG

ETC

12/16/2024

PO

ND

ER

OS

A

LA

NE

P

AR

KI

NG

L

OT

Po nd er os a Ln

Gr ov ela nd

, C A.

Ph

(2

) 5

A Si te P lan fo r:

007-031-004-000 11880 Ponderosa Ln.

Groveland, CA. 95321

Tuolumne County 2 S. Green St.

Sonora, CA. 95370 Ph (209) 533-5904

12.16.24

These drawings and specifications are the property of the engineer and shall not be used on any other work except by agreement with the engineer Written dimensions shall take preference over scaled dimensions and shall be verified on site. Any discrepancy shall be brought to the notice of the engineer prior to commencement of any work.

ENGINEER OF RECORD:

C6

NTS

CONST. DETAILS

APPROVED BY

TUOLUMNE COUNTY

CHARGING

STATION EXISTING

HISTORICAL

JAIL

EXISTING

STORE

EXISTING STORAGE

SHED

TRANSFORMER

NO

PARKING

X

1/4"=1'-0" rev date description

SITE INFORMATION:

OF:SHEET:

PROJECT NO:

DRAWING:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

PROJECT INFORMATION:

OWNER INFORMATION:

REVISIONS:

20-08.34

RE

DS

08/28/2024

Tu olu m ne

C ou nt y

Po nd er os a

Ln Gr ov ela nd , C

A.

Ph (2

) 5

A Si te P lan fo r:

007-031-004-000 11880 Ponderosa Ln.

Groveland, CA. 95321

Tuolumne County 2 S. Green St.

Sonora, CA. 95370 Ph (209) 533-5904

These drawings and specifications are the property of the engineer and shall not be used on any other work except by agreement with the engineer Written dimensions shall take preference over scaled dimensions and shall be verified on site. Any discrepancy shall be brought to the notice of the engineer prior to commencement of any work.

ENGINEER OF RECORD:

Project:24LAS02208.288.2181

C7 7

APPROVED BY

TUOLUMNE COUNTY