bucklin park phase ii improvements plans

PPRROOJJEECCTT SSIITTEE

VICINITY MAP

Cheryl Viegas-Walker

Tomas Oliva

El Centro, CA 92243

053-680-001 & 053-515-003

THAT PORTION OF E 1000.08 FT M/LOF W 1/2 TR 90 YI65 R14E 4 AC

El Centro, CA 92243

OCCUPANCY:

ZONING:

ASSESORS ACCT. NO:

PROJECT SITE:

OWNER:

PROJECT INFORMATION

City of El Centro

U

LEGAL DESCRIPTION:

Mayor Pro-Tem

Council MemberEfrain Silva

Council Member

Edgard Garcia

FIRE SPRINKLERS: No

1275 Main Street

1350 S. 8TH STREET

L-U Limited Use Zone

Council Member

Marcela Piedra City Manager

L. Diane Caldwell City Clerk

Jason Jackson

A-1

CITY ADMINISTRATION

Mayor

Title Sheet

A-2 Park Site Plan & Demolition Plan

A-3 Enlarged Site Plan

A-4 Floor Plans - Ramada's #1 & #4

A-5

SHEET INDEX

Floor Plans - Ramada's #2 & #3

THAT PORTION OF TR 90 T165R14E MONTE VISTA SUB 20 AC

A-6 Floor Plan - Restrooms & Schedules

A-7 Exterior & Interior Elevations

A-8 Cross Section, Framing Plan & Details

STORM DRAIN INLETPROTECTION AT ALL TIMES

7. DUST ON SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHERPETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS ISPROHIBITED.

8. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BEDEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROMLEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATERDISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

9. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THISPLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BEINITIATED AS SOON AS PRACTICAL.

GRADING EROSION NOTES:

1. THE EROSION CONTROL PLAN IS COMPOSED OF THIS EROSION AND SEDIMENTCONTROL PLAN, PLUS ANY STANDARD DETAILS AND ALL SUBSEQUENT RELATEDDOCUMENTS.

2. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES. ANYADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED ASDICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALLPHASES OF CONSTRUCTION. SPECIAL ATTENTION IS DIRECTED TO BMP NS-3"PAVING AND GRINDING OPERATIONS"

3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TOTHE "STORM WATER QUALITY HANDBOOK - CONSTRUCTION SITE BESTMANAGEMENT PRACTICES (BMP'S) MANUAL" AS PUBLISHED BY THE STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION.

4. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKINGAND STORAGE AREA WHICH ALSO SHALL BE USED AS THE EQUIPMENTMAINTENANCE AND CLEANING AREA. EMPLOYEE PARKING AREA AND AREA FORLOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. PLANSHALL BE SUBMITTED PRIOR TO CONSTRUCTION.

5. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENTCLEANING ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.

6. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATING BOOMSSHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.

10. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLESONTO RAODWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.

11. ON-SITE AND OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BEPROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OFBEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONSSHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITHGENERAL PERMIT REQUIREMENTS.

12. IF WARRANTED DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OFTHE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THEEROSION CONTROL MEASURES (SILT FENCES, STRAW BALES ETC.) TO PREVENTEROSION.

13. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKINGDAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION ANDPLACEMENT OR BITUMINOUS PAVING FOR RAOD CONSTRUCTION.

MAINTENANCE:

ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN SHALLBE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIREDFOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALLEROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY A CITYREPRESENTATIVE AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

THE TEMPORARY PARKING AND STORAGE AREASHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIREPERIODIC TOP DRESSING OF THE TEMPORARYPARKING AS CONDITIONS DEMAND.

INLET PROTECTION DEVICES AND BARRIERS SHALL BEREPAIRED OR REPLACED IF THEY SHOW SIGNS OFUNDERMINING OR DETERIORATION.

1.

2.

NOTES:

IT IS ANTICIPATED THAT ALL BMP'S INDICATED IN THELEGEND WILL BE REQUIRED AS PART OF THISPROJECT. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE PROPER INSTALLATION AND APPLICATION OFALL BMP'S AS REQUIRED.

REFER TO THE STORM WATER QUALITY ASSOCIATIONSTORM WATER BEST PRACTICE HANDBOOK FOR BMPSTANDARD DRAWINGS.

CONTRACTOR TO COORDINATE WITH CITY INSPECTORFOR THE LOCATION OF THE STAGING ANDSTOCKPILING AREAS.

1.

2.

3.

TYPICAL BMP APPLICATION

REFERENCE DETAILS OR STANDARD DRAWINGS:

ITEM

WATER CONSERVATION PRACTICES

DETAIL OR STD.DWG. (NOTE 2) SYMBOL

NS-1

DEWATERING OPERATIONS NS-2 DWO

PAVING & GRINDING OPERATIONS SC-5/SC-6 NS-3W/SC-10 PGO

ILLICIT DISCHARGE/ILLEGALDUMPING REPORTING

NS-6 ICAD

POTABLE WATER / IRRIGATION NS-7 -PWI-PWI-

VEHICLE & EQUIPMENT CLEANING NS-8 VEC

VEHICLE & EQUIPMENT FUELING NS-9 VEF

VEHICLE & EQUIPMENT MAINTENANCE NS-10 VEM

CHECK DAMS (GRAVEL BAGS) SC-4

SEDIMENT TRAPS SE-3

STREET SWEEPING & VACUUMING SE-7 SSV

STORM DRAIN INLET PROTECTION SE-10

SCHEDULING SS-1 SCH

BONDED FIBER MATRIX / HYDROSEEDING SS-4

WIND EROSION CONTROL WE-1 WEC

MATERIAL DELIVERY & STORAGE WM-1 MS

MATERIAL USE WM-2 MU

STOCKPILE MANAGEMENT & STORAGE WM-3 WM-3

SPILL PREVENTION & CONTROL WM-4

SOLID WASTE MANAGEMENT WM-5

DIRECTION OF FLOW

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BUCKLIN PARK PHASE II IMPROVEMENTS PROJECT

SCALE:

DATE:

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REVISIONS

SHEET

N

PARK SITE PLAN

Ross Ave.

Aurora Ave.

8th

Str

ee

t

Ramada #1

Ramada #3

Ramada #2

Restrooms

Restrooms

Ramada #4

DuckPond

BridgeVeteransMemorial

Parking Lot A

Parking Lot D Parking Lot C

ParkingLot B

Pavilion

Playground

N.T.S.

Walking Path

Park Dept.Maintenance Yard

Alle

y

Pond Pumps

MonumentSign

See Sheet A-3 forEnlarged Site Plan

(E) Perimeter Chain Link Fence

DuckPond

2 EXISTING CONCRETE SLAB FLOOR TO REMAIN - SAW CUT SLAB AS NEEDED FOR NEWFLOOR DRAINS INSTALLATION

3

4

5

6

7

8

9

10

11

12

13

14

2. SCHEDULE ALL SERVICE SHUT-DOWNS WITH PROPERTY OWNERS.

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL NOT CAUSE ANY DAMAGE TO EXISTINGCONSTRUCTION. SHALL NOT ENCROACH ON ADJACENT AREAS OUTSIDEDEMOLITION LIMITS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANYDAMAGE DONE OUTSIDE THE DEMOLITION LIMITS.

3. DISPOSE ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE. ITIS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH LOCAL HAULING,DISPOSAL REQUIREMENTS AND PERMITS REQUIRED.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE CONSTRUCTION WASTEMANAGEMENT PLAN WHEN SUBMITTING DEMOLITION APPLICATION.

1

DEMOLITION PLAN KEYNOTES

EXISTING CONCRETE BLOCK WALLS TO REMAIN

DEMOLITION PLAN1/4"=1'-0"

SAW CUT EXISTING OVERHANG OF CONCRETE SLAB ROOF FLUSH W/ EXTERIORWALL. EXISTING CONCRETE SLAB ROOF O/ RESTROOMS TO REMAIN

REMOVE ALL EXISTING CONCRETE BLOCK TOILET PARTITIONS

REMOVE ALL EXISTING TOILETS, URINALS & SINKS

REMOVE ALL EXISTING HAND DRYERS & TOILET PAPER HOLDERS

REMOVE ALL EXISTING METAL DOORS & JAMBS

REMOVE ALL EXISTING LIGHT FIXTURES

REMOVE EXISTING CONCRETE SIDEWALKS AROUND PERIMETER OF RESTROOMS

REMOVE ALL EXISTING WASTE WATER LINES INSIDE OF UTILITY ROOM INCLUDINGUNDERGROUND LINES UP TO 10 FEET OUTSIDE OF BUILDING

REMOVE ANY EXISTING WATER SUPPLY LINES AS NEEDED TO ACCOMMODATE NEWPLUMBING FIXTURES PER PLAN

SAW CUT TOP OF EXTERIOR CONCRETE BLOCK PRIVACY WALLS DOWN TOACHIEVE A MAXIMUM WALL HEIGHT OF 6 FEET

REMOVE EXISTING SURFACE MOUNTED ELECTRICAL WIRING & CONDUIT AT EXTERIORWALL NEXT TO DOOR TO UTILITY ROOM FOR RE-INSTALLATION INSIDE OF UTILITY ROOM

1

1

12

12 2

2

3

14

3

4

4 5

5

5

6

MEN'SWOMEN'S UTILITY

7

7

8

88

9

9

9

9

10 11

1

1313

1

1

1

1

REMOVE EXISTING UTILITY SINK INCLUDING FAUCET

5. CONTRACTOR SHALL PERFORM ALL HAZARDOUS MATERIAL ABATEMENT WORKPRIOR TO DEMOLITION ACTIVITIES. CONTRACTOR SHALL REVIEW ALL HAZARDOUSMATERIALS ABATEMENT REPORTS BEFORE DEMOLITION OCCURS. IT IS THECONTRACTOR'S RESPONSIBILITY TO TAKE THE APPROPRIATE ACTIONS ANDMEASUREMENTS REGARDING THE DISPOSAL OF HAZARDOUS MATERIALS ASINDICATED IN THE ABATEMENT REPORTS.

6. ALL HAZARDOUS MATERIAL ABATEMENT WORK SHALL COMPLY WITH ALLFEDERAL, STATE AND LOCAL REGULATIONS.

7. ALL UTILITY TRENCHES SHALL BE COMPACTED TO A MINIMUM 90% RELATIVEDENSITY.

8. ALL REQUIRED BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF THEMAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 (LATESTEDITION METHOD OF COMPACTION).

9. THE CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THEUTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESEDRAWINGS. PRIOR TO ANY WORK THE CONTRACTOR SHALL CONTACTUNDERGROUND SERVICE ALERT TO VERIFY LOCATION AND DEPTHS OF ANYEXISTING UTILITIES.

10. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTORSHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDINGSAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TOAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

11. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFYAND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THISPROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGNPROFESSIONAL.

1. REMOVE EXISTING 5' WIDE CONCRETE SIDEWALK THAT CONNECTS EXISTINGPLAYGROUND & PAVER WALKING PATH RUNNING EAST/WEST DIRECTION (APPROX. 80')

2. REMOVE ALL EXISTING BENCHES AROUND EXISTING PLAYGROUND - (7) TOTAL

3. REMOVE EXISTING BIKE RACK BETWEEN PLAYGROUND & PAVER WALKING PATH

4. REMOVE EXISTING PERIMETER CHAIN LINK FENCE SURROUNDING CITY PARKS DEPT.YARD LOCATED AT WEST SIDE OF PARK NEXT TO ALLEY ON ALL SIDES (APPROX. 700')

ADDITIONAL DEMOLITION WORK SCOPE:

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A-2

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SHEET

9'-3

"

9'-6

"

5'-6"

6'

6'

7'

7'

5'-6"

EXISTING PAVER WALKING PATH

EXISTING WATER METER

2

3

4

5

6

EXISTING LIGHT POLE

7

8

9

10

SITE PLAN KEYNOTES

1

EXISTING CONCRETE CURB

EXISTING SIDEWALK(S)

EXISTING GATE(S)

EXISTING ADA SIDEWALK RAMP

EXISTING TREE(S)

EXISTING CHAIN LINK FENCE

EXISTING DRIVEWAY

6

NEW EBONY COLOR MODEL 3511 ANTIQUE STYLE 'HI-LO' DRINKING FOUNTAINBY BELSON OUTDOORS OR EQUAL - INSTALL PER MFR. SPECIFICATIONS

(4) NEW #940S-V6 PARK BENCH W/ DIAMOND PATTERN STEEL BY BELSON OUTDOORS OR EQUALIN-GROUND MOUNT INSTALLATION PER MFR. SPEC'S GREEN SEAT COLOR W/ BLACK FRAME

NEW 1-1/2" ABS PIPE SLEEVE UNDER SIDEWALK EXTENDED 12" FROM SIDEWALKEDGE BOTH SIDES W/ TEMPORARY CAP

(4) NEW TYPE RIDER RACKS BY DERO OR EQ. @ 39" O.C. LETTERS TO SPELL "PLAY" INSTALL PERMFR. SPEC'S @ 34" O.C. - COLORS (P= LIGHT GREEN, L = BLUE, A= DEEP RED, Y= ORANGE)

1

13

14

30deg.

19

NOTE:SEE SHEET A-4 FOR RAMADA #4 PLAN.FOR LOCATION OF RAMADA #4, SEEPARK SITE PLAN ON SHEET A-2

10' RADIUS

15

16

17

18

NEW 4" THICK CONCRETE SIDEWALK

NEW 4" THICK CONCRETE SIDEWALK/SLAB REINFORCED W/ 6x6 6/6 WELDEDWIRE MESH O/ MIN. 2" COMPACTED SAND FILL

14

14

6'

17

11

'-0

"

15

13

13

13

17' RADIUS

32' RADIUS

27' RADIUS

11 EXISTING PARK GRASS TURF

12 EXISTING MAIN WATER SUPPLY & WASTE WATER LINES - VERIFY IN FIELD

INDICATES ADA PATH PF TRAVEL

INSTALL 7' HIGH BLACK POWDER COAT FINISH METAL FENCE AROUND PERIMETER OF (E)PARKS DEPT. YARD TO REPLACE (E) CHAIN LINK FENCING THAT WAS REMOVED INCLUDINGSLIDE GATE (APPROX. 700') - SEE PARK SITE PLAN FOR LOCATION & VERIFY LENGTH IN FIELD.FENCE POSTS TO BE 3"x3" 11ga. W/ 1-1/2" 14ga. RAILS & 3/4" 14ga. MIN. SPEAR HEAD PICKETS

RAMADA #2

AURORA AVE.

11

(E) PONDRAMADA #1

RAMADA #3

(E) PARKING LOT

5'-6

"

5'-6"

5'-6"

PARTIAL SITE PLAN1"=10'-0"

(E) RESTROOMS

(E) PLAYGROUND

12

9

2

2

SEE SHEET A-4 FORRAMADA #1 PLAN



2

2

2

4

3

3

3

3

55

5

5

6

6

7

8

8

8

8

8

9

9

10

10

10

10

10

1111

11

11

11

11

11

13

13

14

13

1313

1414

18

16

16

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A-3

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SHEET

1'-3

"

5'-6

"

7'

6'-4

"1

2'-4

"6

'-4

"

23'

25

'

5'-5

"1

2'-2

"5

'-5

"

23

'

25'

MODEL #SCD-2633 BLK TRASH & #RC-SCD2633 RBL RECYCLING CONTAINERS BYRECYCLE AWAY OR EQUAL - INSTALL PER MANUFACTURER SPEC'S (2 TOTAL)

EXISTING METAL RAMADA - PREP AS NEEDED FOR PAINTING & APPLY ONE COATOF EXTERIOR PRIMER & ONE COAT OF EXTERIOR SATIN PAINT RAL 7040 GREY.PAINT ALL SIDES, TOP & BOTTOM

MODEL 238-V6 RECTANGULAR STEEL PICNIC TABLE DIAMOND PATTERN BYBELSON OUTDOORS OR EQUAL (2 TOTAL) BLUE COLOR W/ BLACK FRAME

MODEL #3511 EBONY COLOR ANTIQUE STYLE 'HI-LO' DRINKING FOUNTAIN BYBELSON OUTDOORS - INSTALL PER MANUFACTURER SPECIFICATIONS



MODEL 238-V6 RECTANGULAR STEEL PICNIC TABLE DIAMOND PATTERN BY BELSONOUTDOORS OR EQUAL (2 TOTAL) BLUE COLOR W/ BLACK FRAME

- NOT USED -

RAMADA #4 PLAN KEY NOTES

REPLACE EXISTING 23' x 25' CONCRETE SLAB W/ NEW 5" THICK CONCRETE SLABREINFORCED W/ 3/8" REBAR @ 18" O.C. EACH WAY - RAMADA FOOTINGS TO REMAIN1

2

3

4

5

NEW 4" THICK CONCRETE SIDEWALK - 2% MAX SLOPE6

7

EXISTING PAVER WALKING PATH8

EXISTING DIRT/GRASS

1

14

6

8

5

5



2

3

4

5


RAMADA #1

2

2

3

35

2

7

RAMADA #42

2

3

35

2

8

66

35'-6"

(VERIFY IN FIELD)

7

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A-4

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REVISIONS

SHEET

1'-3"

6'-1

0"

11

'-4

"6

'-1

0"

23'

25

'

9'

14

'1

4'

8'

12

'8

'

48'

28

'




2

MODEL 238-V6 RECTANGULAR STEEL PICNIC TABLE DIAMOND PATTERN BY BELSONOUTDOORS OR EQUAL (4 TOTAL) ULTRA BLUE COLOR W/ BLACK FRAME

3


4


5

5

1

1

2

2

2

33

3

3


6


1

RAMADA #3

5

4

5




2

MODEL 238-V6 RECTANGULAR STEEL PICNIC TABLE DIAMOND PATTERN BYBELSON OUTDOORS OR EQUAL (2 TOTAL) BLUE COLOR W/ BLACK FRAME

3


4

5


RAMADA #2

2

2

3

35

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A-5

SCALE:

DATE:

DRAWN BY:

REVISIONS

SHEET

5'-0

"

37'-4"

6'-0"10'-0"5'-4"10'-0"6'-0"

17

'-4

"

5'-9

"

17

'-4

"

5'-4

"

25'-4"

10'-0" 5'-4" 10'-0"

5'-0"

NEW ROUGH PLUMBING WORK SCOPE:

INSTALL NEW ABS WASTE WATER LINES & COPPER WATER SUPPLY LINES TO SERVICEALL PLUMBING FIXTURES. CONNECT WASTE WATER LINES TO EXISTING MAIN WASTEWATER LINE RIGHT OUTSIDE OF BUILDING & INSTALL A CLEANOUT 3FT FROMEXTERIOR WALL. SIZES OF WASTE WATER & WATER SUPPLY LINES TO COMPLY W/THE 2016 CA PLUMBING CODE. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,LINE SIZES & LOCATIONS PRIOR TO INSTALLATION & SHALL MAKE ALL NECESSARYADJUSTMENTS TO COMPLETE THE SCOPE OF WORK.

MEN'SWOMEN'S UTILITY

2

11

AA

NEW DMW 2 32 AR 120 GEB101S SURFACE MOUNTED FLUORESCENT LIGHT FIXTUREBY LITHONIA LIGHTING OR EQUAL CONNECT TO (E) ELECTRICAL - (3) TOTAL

EXISTING ELECTRICAL SUB-PANEL TO REMAIN - ADD 50A CIRCUIT BREAKER ASREQUIRED TO SERVICE NEW ELECTRIC TANKLESS WATER HEATER

NEW MODEL #RTEX-11 TANKLESS ELECTRIC WATER HEATER BY RHEEM OR EQUAL TOSERVICE BOTH LAVATORY SINKS. INSTALL PER MFR. SPECIFICATIONS

EXISTING CONCRETE BLOCK WALLS TO REMAIN

NEW TIMER CONTROL FOR RESTROOM LIGHT FIXTURES & EXTERIOR LIGHT FIXTURES

2

3

4

5

6

NEW SLOAN WEUS-1010.1011-0.125 MANUAL CONCEALED URINAL FLUSHOMETERURINAL FIXTURE OR EQUAL

7

8

9

10

11

NEW MODEL #6583 POWDER SOAP DISPENSER BY BRADLEY OR EQUAL - (2) TOTAL

12

13

14

NEW VSP-TSCD TOILET SEAT COVER DISPENSER BY VANDAL STOP PRODUCTS OREQUAL - (5) TOTAL

19

FLOOR PLAN KEYNOTES

1

EXISTING CONCRETE BLOCK PRIVACY WALLS TO REMAIN - 6'-0" HEIGHT

NEW 400 SERIES FLOOR MOUNTED O.H. BRACED POWDER COATED TOILET PARTITIONSBY BRADLEY OR EQUAL - INSTALL PER MFR. SPECIFICATIONS

NEW 1-1/2" DIAMETER STAINLESS STEEL GRAB BAR - (4) TOTAL

NEW SLOAN SS-3804 ADA WALL MOUNT LAVATORY W/ AMERICAN STANDARD 1340.827METERED FAUCET OR EQUAL - (2) TOTAL. INSTALL LAV GUARD EZ SERIES UNDERSINKADA SAFETY COVERS TYPICAL

NEW SLOAN HET REAR SPUD WALL HUNG WATER CLOSET W/ WETS 2060.1011-1.28HET CONCEALED FLUSHOMETER OR EQUAL - (5) TOTAL

NEW 2" FLOOR DRAIN(S) - CONNECT TO (E) WASTER WATER LINE (4) TOTAL

NEW HOLLOW METAL DOORS PER DOOR SCHEDULE - (3) TOTAL

NEW P3 12S TOUCHLESS SURFACE MOUNTED HAND DRYER BY PINNACLE OREQUAL CONNECT TO (E) ELECTRICAL - (2) TOTAL

NEW 300 SERIES RUST PROOF VANDAL RESISTANT WALL LUMINARIE 32 WATTS MAXBY HARRIS LIGHTING OR EQUAL CONNECT TO (E) ELECTRICAL - (2) TOTAL

15

16

17

18

NEW LOOSE KEY NO KINK HOSE BIBB - REPLACE EXISTING (3) TOTAL

NEW VSP-RDx2 SURFACE MOUNTED 2 ROLL DISPENSER OR EQUAL - (5) TOTAL

21

1

1

2

1

3

3

4

4

21

5

5

5 6

7

8

8

9

10

1111

12

13

14

15

16

13

13

19

18

20

21

23

NEW MODEL#63M 24"x24" MOP SINK BY MUSTEE OR EQUAL. INSTALL MODEL#8230 WALL MOUNTED MOP SINK FAUCET BY MOEN OR EQUAL

20

17

22

NEW 6 STATION IRRIGATION TIMER CONTROL - INSTALL 1" PVC CONDUIT THRU FLOORSTUBBED OUT TO EXTERIOR OF BLDG. FOR FUTURE IRRIGATION SYSTEM

23

FRAME IN (E) OPENING W/ 2x8 STUDS EACH SIDE FOR 36" DOOR PER PLAN

22

A-8

A-8

FLOOR PLAN1/4"=1'-0"

WALL INDICATOR

A

C

D B

PORCELAIN TILE

CONCRETE

NO. 1

DOOR TYPE "A"

FLOOR TILE PRICE ALLOWANCE TO BE: $4.00 SQ.FT.

WALL TILE PRICE ALLOWANCE TO BE: $3.00 SQ.FT.

DOOR TYPE "B"

GLASS TILE PRICE ALLOWANCE TO BE: $13.00 SQ.FT.

14 ga.

THICKNESSDOOR FACE

PAINT

FINISH

HARDWARE SET NO. 1

5"x5" FBB168 HEAVY WEIGHT BALL BEARING HINGESW/ NON-REMOVABLE PIN BY STANLEY OR EQUAL

SARGENT R8200 MORTISE LOCKSET W/ SIMPLIROSELESS TRIM & ME ADVENTURA SERIES LEVER.FUNCTION *35 STOREROOM-NO INSIDE LEVER OR TRIM

SARGENT 486 SINGLE CYLINDER DEADBOLT-KEYOUTSIDE OPERATES DEADBOLT. BLANK PLATE INSIDE.

IVES SR64 DOOR SILENCERS-(4) PER SIDE & (3) AT TOP

(3)

(1)

(1)

(10)

ALL HARDWARE TO BE 626 SATIN CHROME FINISH

MATERIAL

1-3/4"

6-3/4"16 ga. METAL

TILE W/ 3/8" COVE

* TYPE "A"

--------------

4" MIN.

CONCRETE

CONCRETE PAINT WALLS & CEILING W/ SEMI-GLOSS PAINT8'-8" -- 8'-4"

METAL

PAINT WALLS & CEILING W/ SEMI-GLOSS PAINTTILE W/ 3/8" COVE 4" MIN.

CONCRETEMEN'S

UTILITY ROOM

1-3/4"

THICK

DOOR SCHEDULE

DOOR

1

2

WIDTH HEIGHT MATERIAL JAMB SIZE HARDWARE SET REMARKS

3'-0" 6'-8"

WOMEN'S

REMARKSHEIGHTCEILING

MATERIAL

TYPE "B"

MATERIALCEILINGWALL

60

"

NOTE:

INSTALL AN INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN @MEN'S & WOMEN'S RESTROOM DOORS & ALSO ON WALL NEXTTO DOOR AS REQUIRED 60" TO CENTER OF SIGN FROM F.F.

14 ga.

HEIGHTBASEBASE

MATERIAL

6-3/4"16 ga. METAL

------------

MATERIAL

ROOM FINISH SCHEDULE

ROOM NAMEFLOOR

8'-8" -- 8'-4"

CONCRETE

CONCRETEPORCELAIN TILE

LEAVE UNPAINTED8'-8" -- 8'-4"CONCRETE

METAL

NO. 1

PAINT3'-0" 6'-8"

29

" M

IN.

27

" M

IN.

34

" M

AX

.

17

"-1

9"

T.P. HOLDER

NOTE:

ALL DISPENSERS +40" MAXTO HIGHEST OPERABLEPART FROM F.F.

36" MIN. GRAB BAR42" MIN. GRAB BAR

MAX.

12"

19

" M

IN.

33

"

40

" M

AX

.

ACCESSIBLE MOUNTING HEIGHTS

3. VERIFY ALL HEIGHTS & DIMENSIONS ON PLANS PRIOR TOINSTALLATION TO COMPLY W/ ADA REQUIREMENTS. NOALLOWANCES SHALL BE PERMITTED TO EXCEED MAXIMUMALLOWED BY THE ADA GUIDELINES.

1. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALLBE INSULATED OR OTHERWISE COVERED. THERE SHALL BENO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

2. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCEREQUIRED TO ACTIVATE CONTROLS SHALL NO GREATER THAN5 lbf, SELF CLOSING VALVES ARE ALLOWED IF THE FAUCETREMAINS OPEN FOR AT LEAST 10 SECONDS.

MIN.

60" MIN.

DIA. CLEAR

18"18"

28"

24

"

48

"

42" MIN. GRAB BAR

36" MIN. GRAB BAR

42

" M

IN. C

LE

AR

ACCESSIBLE DIMENSIONS

NOTES:

13

50

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60

) 3

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DATE:

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REVISIONS

SHEET

2'-6

"

2

2

Men's

5

12

Women's

5

12

WEST ELEVATION1/4"=1'-0"

LIGHT FIXTURE PER PLAN11

11

6

ELIMINATED (E) VENT OPENING - FILL IN W/ APPROPRIATE MATERIAL12

12 1/4" THICK SURFACE MOUNTED ALUMINUM LETTERS 5" HIGH

12

13

2

14" x 12" G.E. VENT - PAINT BLACK14

14

10

SOUTH ELEVATION1/4"=1'-0"

NORTH ELEVATION1/4"=1'-0"

1-1/2" DEPTH FOAM POP OUT 9" WIDE HORIZONTAL & 30" WIDE VERTICAL

1

EXT. ELEVATIONS KEY NOTES

LA HABRA ACRYLIC STUCCO FINISH O/ ALL EXT. WALLS

4" THICK CONCRETE SIDEWALK(S) PER PLAN

2

3

4

"NAPA VALLEY" STONE VENEER BY SOUTHWEST BOULDER & STONE

5

6

7

8

9

24ga LOKSEAM 12" METAL ROOF PANELS BY AMERICAN BUILDINGCOMPONENTS (ABC) - SIGNATURE 200 COAL BLACK OR EQUAL

2x6 R/S WOOD FASCIA-PRIME & PAINT SATIN BLACK INCLUDING EAVES

HOLLOW METAL DOOR PER PLAN - PAINT SEMI-GLOSS BLACK

8"x16" GALVANIZED WIRE VENTS @ (E) VENT OPENINGS - PAINT BLACK

8" X 8" SLATE TILE W/ 1/2" x 1-1/2" FOAM BAND - STYLE & COLOR BY OWNER

EAST ELEVATION1/4"=1'-0"

2" PRECAST CONCRETE WALL CAP10

1

13

1

2

2 2

2

2

2

2

WALL COLOR: 81586 HIALEAHPOPOUT COLOR: 73 EGGSHELL

3

3

4

4

5

5

7

8

9

9

9

9

9

MEN'SC

MEN'SA

WOMEN'SD

MEN'SB

WOMEN'SB

MEN'SD

INTERIOR ELEVATIONS1/4"=1'-0"

40

" M

AX

. T

O

OP

ER

. P

AR

T

34

" M

AX

.

TO

TO

P

17"

WOMEN'SC

6"x6" CERAMIC TILE

4" BAND OF GLASS TILE

WOMEN'SC

5'-0

"

PAINTED FINISH

PAINTED FINISHPAINTED FINISH

6"x6" CERAMIC TILE

4" BAND OF GLASS TILE

(TY

P.)

13

50

S. 8

TH

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-45

43

F

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(7

60

) 3

52

-48

67

A-7

SCALE:

DATE:

DRAWN BY:

REVISIONS

SHEET

112

5

PREFAB WD. TRUSSES @ 24" O.C.

(E) CONCRETE SLAB

(E) 8"x8"x16" C.M.U. WALL

(E) CONCRETE ROOF

(E) CONC. FOOTING

5/8" RADIANT BARRIER OSB PLYWD. SHEATHING TYP.

(E) RESTROOMS

CROSS SECTION A-A1/4"=1'-0"

(E) F.G.

NEW 4" THICK CONC.SIDEWALK PER PLAN

NEW ACRYLIC STUCCO FINISH

3x8 P.T. PLATE

(2) 3x8 P.T. PLATE

SAW CUT (E) O.H. ALL SIDES

3/4"=1'-0"

SIDEWALK APRON DETAIL3

6"

8"

24ga LOKSEAM 12" METAL ROOF PANELS BYAMERICAN BUILDING COMPONENTS (ABC) O/ 1LAYER 30lb FELT UNDERLAYMENT12

5

INSTALL (3) 2" RD. VENTS @(2) EAVE BLOCKS EACH SIDETYPICAL - PAINT BLACK

NOTE:

5/8" RADIANT BARRIER OSB PLYWD. SHEATHINGW/ 10d NAILS @ 6" O.C. EDGES & 12" F.N.

24ga LOKSEAM 12" METAL ROOF PANELS BYAMERICAN BUILDING COMPONENTS (ABC) O/ 1LAYER 30lb FELT UNDERLAYMENT

3 COAT ACRYLIC STUCCOFINISH O/ METAL LATH TYP.

(E) 8" C.M.U. WALL

1'-0"

(E) CONCRETE ROOF DECK(E) 8" C.M.U. WALL

5/8"x7" THREADED ANCHORS W/ 1/4"x2"x2" PLATEWASHERS @ 24" O.C. MAX & 12" FROM EA.CORNER/END DRILLED INTO (E) CONC. DECK W/SIMP. SET CONC. EPOXY

1/2" x 24" DOWELS DRILLED 6" INTOEXIST. FTG. & EXTENDED INTO

CONC. SIDEWALK @ 36" O.C. TYP.

4" THICK CONCRETESIDEWALK/APRON PER PLANO/ COMPACTED SAND FILL

EXISTING C.M.U. WALL

EXISTING CONC. FTG.3 COAT ACRYLIC STUCCOFINISH O/ METAL LATH TYP.

EAVE FLASHING

2x6 R/S FASCIA

2x BLK'G

5/8" RADIANT BARRIER OSB PLYWD. SHEATHINGW/ 10d NAILS @ 6" O.C. EDGES & 12" F.N.

(E) CONCRETE ROOF DECK

3/4"=1'-0"

PREFAB WD. TRUSSES @ 24" O.C.

G.E. DETAIL

3x8 P.T. PLATE

1'-0"

2

GABLE FLASHING

2x6 R/S FASCIA

PREFAB WD. TRUSSES PER PLAN

3x8 P.T. PLATE

3/4"=1'-0"

EAVE DETAIL1

1/2" RADIANT BARRIER OSB PLYWD.SHEATHING W/ 10d NAILS @ 6" O.C.EDGES & 12" O.C F.N. @ GABLE ENDS

5/8"x7" THREADED ANCHORS W/ 1/4"x2"x2"PLATE WASHERS @ 48" O.C. MAX & 12"FROM EA. CORNER/END DRILLED INTO (E)CONC. DECK W/ SIMP. SET CONC. EPOXY

10d NAILS @ 6" O.C.

SIMP. A35

1. 2304.3 TIMBER CONNECTORS AND FASTENERS. SAFE LOADS AND DESIGNPRACTICES FOR TYPES OF CONNECTORS AND FASTENERS NOT MENTIONED ORFULLY COVERED IN DIVISION III, PART III MAY BE DETERMINED IN A MANNERAPPROVED BY THE BUILDING OFFICIAL.

2. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOTBE LESS THAN SET FORTH IN TABLES 23-II-B-I AND 23-II-B-2 NO ACQ ALLOWED.OTHER CONNECTIONS SHALL BE FASTENED TO PROVIDE EQUIVALENTSTRENGTH. END AND EDGE DISTANCES AND NAIL PENETRATIONS SHALL BE INACCORDANCE WITH THE APPLICABLE PROVISIONS OF DIVISION III, PART III.

3. FASTENERS FOR PRESSURE- PRESERVATIVE TREATED AND FIRE-RETARDANTTREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED ,STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS FOR WOODFOUNDATIONS SHALL BE AS REQUIRED IN CHAPTER 18, DIVISION II. FASTENERSREQUIRED TO BE CORROSION RESISTANT SHALL BE EITHER ZINC COATEDFASTENERS, ALUMINUM WIRE ALLOY FASTENERS OR STAINLESS STEELFASTENERS.

4. CONNECTIONS DEPENDING ON JOIST HANGERS OR FRAMING ANCHORS, TIESAND OTHER MECHANICAL FASTENINGS NOT OTHERWISE COVERED MAY BEUSED WHERE APPROVED.

FRAMING NOTES

5. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVEPERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATEDWITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOMCHORD:

A) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS.

B) THE DESIGN LOAD.

C) THE SPACING OF THE TRUSSES.

5. EFFORT HAS BEEN MADE TO PROVIDE CONTRACTOR WITH ACCURATEINFORMATION REGARDING EXISTING CONDITIONS. CONTRACTOR SHALL FIELDVERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING PROJECT. ANY CONFLICTSDISCOVERED BY THIS CONTRACTOR DURING THE PREBID PROCESS WHICH MAYAFFECT THE SCOPE OF WORK, SHALL BE REPORTED TO THE OWNER PRIOR TOBIDDING. THE SUBMISSION OF A BID SHALL INDICATE THIS CONTRACTOR'SCOMPLETE UNDERSTANDING OF THE CONTRACT DOCUMENTS AND ACCEPTANCEOF EXISTING CONDITIONS. THE NEW SYSTEMS INDICATED ON THE PLANS AND INTHE SPECIFICATIONS SHALL BE FULLY INSTALLED AND OPERATIONAL. ALL ITEMSINCIDENTAL TO THE COMPLETION OF THE WORK SHALL BE PROVIDED AT NOADDITIONAL COST TO THE OWNER.

1. THE CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THEUTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESEDRAWINGS. PRIOR TO ANY WORK THE CONTRACTOR SHALL CONTACTUNDERGROUND SERVICE ALERT TO VERIFY LOCATION AND DEPTHS OF ANYEXISTING UTILITIES.

2. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTIONCONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE DURING THE COURSE OF CONSTRUCTION OF THEPROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS.

3. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFYAND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ONTHIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THEDESIGN PROFESSIONAL.

4. THIS PROJECT SHALL COMPLY WITH THE 2016 CALIFORNIA BUILDING CODE(TITLE 24) BASED ON THE 2012 IBC, 2016 CA ELECT. CODE BASED ON THE 2011NEC, 2016 CA MECH. CODE BASED ON THE 2012 UMC, 2016 CA PLUMBING CODEBASED ON THE 2012 UPC AND 2016 CA ENERGY CODE.

GENERAL NOTES:

1-1/2"=1'-0"

COVE BASE DETAIL

WALL TILE PER PLAN

3/8" MIN. RADIUS

FLOOR TILE PER PLAN

EXISTING C.M.U. WALL

A-8

A-8A

PR

EF

AB

WD

. T

RU

SS

ES

@ 2

4"

O.C

.

5:1

2 P

ITC

H

PR

EF

AB

WD

. T

RU

SS

ES

@ 2

4"

O.C

.

5:1

2 P

ITC

H

A-8

2

A-81

A-81

A-8

2

2x6 FASCIA TYP.

2x6 FASCIA TYP.

5/8" RADIANT BARRIEROSB PLYWD. SHEATHING

24ga LOKSEAM 12" METAL ROOF PANELS BYAMERICAN BUILDING COMPONENTS (ABC)O/ 1 LAYER 30lb FELT UNDERLAYMENT

2.32 + .92 = 3.24 > 1.46

ATTIC VENTILATION

439 SQ.FT./300= 1.46 SQ.FT. REQ.

BUILDING:

14x12 = 168/144= 1.16 SQ.FT.

(2) 3" x 22" EAVE VENTS(2) 14" x 12 GABLE END VENTS

3 x 22 = 66/144= .46 x 2 = .92 SQ.FT.

14x12 G.E. VENT TYP.

1.16 x 2 = 2.32 SQ.FT.

3"x22" EAVE VENT TYP.

A

FRAMING PLAN1/4"=1'-0"

13

50

S. 8

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DATE:

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REVISIONS

SHEET

bucklin park phase ii improvements plans

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