CLIENT

CITY OF SAN RAFAEL

SAN RAFAEL PUBLIC WORKS

111 MORPHEW STREET

SAN RAFAEL, CA 94901

CONTACT: SHAWN GRAF

PHONE: 415-485-3355

FAX: 415-485-3334

LANDSCAPE ARCHITECT:

ABEY ARNOLD ASSOCIATES

1005 A STREET, SUITE 305

SAN RAFAEL, CA 94901

CONTACT: PHIL ABEY

PHONE (415) 258-9580

FAX (415) 258-9780

INSTALLATION OF PLAY AREA,

RESTROOM, LANDSCAPE

PLANTING AND IRRIGATION

IMPROVEMENTS.

TS TITLE SHEET

EX-1 EXISTING CONDITIONS AND TOPO. SURVEY

D-1 DEMOLITION PLAN

L-1 GRADING, DRAINAGE & SITE UTILITIES

L-2 LAYOUT PLAN

L-3 CONSTRUCTION DETAILS

L-4 CONSTRUCTION DETAILS

L-5 CONSTRUCTION DETAILS

L-6 RESTROOM BUILDING

I-1 IRRIGATION PLAN & LEGEND

I-2 IRRIGATION NOTES AND DETAILS

I-3 IRRIGATION DETAILS

P-1 PLANTING PLAN & PLANT LIST

E-1 ELECTRICAL LEGEND AND DETAILS

E-2 ELECTRICAL SITE PLAN

E-3 PHOTOMETRIC STUDY

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR

ALBERT PARK PLAY AREA IMPROVEMENTS

PROJECT # 11299

SAN RAFAEL, CALIFORNIA

LOCATION MAP

North NOT TO SCALE

AC

ADL.

ADJ.

AGG.

ALT.

APPROX.

ARCH.

ASPH.

AUTO.

BD.

BLDG.

BOT.

BTWN.

C.B.

C.I.

C.I.P.

CJ

CMU

CEM.

CL

CLR.

CLMN

CONC.

CONN

CONST.

CONT.

CONTR.

COORD.

CTR.

D.F.

DBL.

DEMO.

DEPT.

DET.

DIA.

DIAG.

DIM.

DN.

DWG.

(E)

EXIST.

EJ

E.S.

E.W.

EA.

ELEV.

ENCL.

ENGR.

EQ.

EQUIP.

ETC.

EXP.

EXT.

FDN

FIN.

FR.

FT.

FUT.

GA

GALV.

GND.

H.B.

H.P.

HDR.

HORIZ.

HT.

I.D.

IN.

INCL.

INV.

ASPHALT CONCRETE

ADDITIONAL

ADJUSTABLE

AGGREGATE

ALTERNATE

APPROXIMATE

ARCHITECT

ASPHALT

AUTOMATIC

BITUMINOUS

BUILDING

BOTTOM

BETWEEN

CATCH BASIN

CAST IRON

CAST IN PLACE+

CONTROL JOINT

CONC. MASON. UNIT

CEMENT

CENTER LINE

CLEAR

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CENTER

DRINKING FOUNTAIN

DOUBLE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIAGONAL

DIMENSION

DOWN

DRAWING

EXISTING

EXISTING

EXPANSION JOINT

EACH SIDE

EACH WAY

EACH

ELEVATION

ENCLOSURE

ENGINEER

EQUAL

EQUIPMENT

ETCETERA

EXPANSION

EXTERIOR

FOUNDATION

FINISH

FROM

FOOT

FUTURE

GAUGE

GALVANIZED

GROUND

HOSE BIBB

HIGH POINT

HEADER

HORIZONTAL

HEIGHT

INSIDE DIAMETER

INCH

INCLUDE

INVERT

JT.

LB.

MFR.

MAT.

MAX

MECH.

MED.

MIN.

MISC.

MTG.

MTL.

(N)

N.I.C.

N.T.S.

NO.

NOM.

O.C.

O.D.

OPG.

OPP.

PSI

PVC

PENN.

PERF.

PL

PLYWD.

PR.

PRCST.

PREFAB.

PT.WD.

QTY.

RAD.

R.C.P.

RDWD.

REF.

REINF.

REQD.

REV.

S.F.

S.J.

S.M.

S.Y.

SCH.

SHT.

SIM

SPAC.

SPEC.

SQ.

STA

STD

STL.

STOR.

STRUCT.

SYM.

SYS.

T.C.

T.O.

T.O.P.

T.O.W.

TEMP.

THK.

TYP.

V.I.F.

VERT.

W/

W.O.

W.P.

W.W.M.

W/O

WT.

JOINT

POUND

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

MEDIUM

MINIMUM

MISCELLANEOUS

MOUNTING

MATERIAL

NEW

NOT IN CONTRACT

NOT TO SCALE

NUMBER

NOMINAL

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

POUNDS PER SQUARE INCH

POLYVINYL CLORIDE

PENETRATION

PERFORATION

PROPERTY LINE

PLYWOOD

PAIR

PRECAST

PREFABRICATED

PRESSURE TREATED WOOD

QUANITY

RADIUS

REINFORCED CONCRETE PIPE

REDWOOD

REFERENCE

REINFORCING

REQUIRED

REVISION

SQUARE FOOT

SCORE JOINT

SHEET METAL

SQUARE YARD

SCHEDULE

SHEET

SIMILAR

SPACING

SPECIFICATION

SQUARE

STATION

STANDARD

STEEL

STORAGE

STRUCTURAL

SYMMETRICAL

SYSTEM

TOP OF CURB

TOP OF

TOP OF PAVING

TOP OF WALL

TEMPORARY

THICK

TYPICAL

VERIFY IN FIELD

VERTICAL

WITH

WHERE OCCURS

WATER PROOF

WELDED WIRE MESH

WITHOUT

WEIGHT

1. CONTRACTOR SHALL COMPLY WITH CURRENT CITY OF

SAN RAFAEL STANDARDS AND SPECIFICATIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT

AND MEASUREMENTS AS NOTED IN THE DRAWINGS AND

SPECIFICATIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL SURVEYING AND FIELD

ENGINEERING NECESSARY TO ESTABLISH THE

DIMENSIONS SHOWN ON PLANS.

3. BEFORE COMMENCING WORK UNDER THIS CONTRACT

NOTIFY USA (Underground Service Alert) AT 1-800-227-2600.

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES PIPES AND

STRUCTURES BEFORE COMMENCING WORK AND AGREES

TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE SAID

UTILITIES.

4. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH

CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT

UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES

EXIST THAT MAY NOT HAVE BEEN KNOWN DURING

DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE CITY ENGINEER.

THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY

FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO

GIVE SUCH NOTIFICATION.

5. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE

IT WITH THE DRAWINGS AND SPECIFICATIONS,

CAREFULLY EXAMINE ALL OF THE CONTRACT TO BE

PERFORMED BEFORE ENTERING INTO THIS CONTRACT.

NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON

BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN

ERROR ON HIS PART OR HIS NEGLIGENCE OR FAILURE TO

AQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE.

6. THE CONTRACTOR SHALL FIELD VERIFY ALL JOB

CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS.

ANY VARIATIONS FROM THE DRAWINGS MUST BE

REPORTED TO THE CITY ENGINEER.

7. UPON COMPLETION OF FINAL PUNCH LIST ITEMS, MYLAR

AS-BUILT RECORD PLANS, PREPARED BY THE

CONTRACTOR SHALL BE PROVIDED TO THE CITY. PRIOR

TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL SIGN A

STATEMENT OF COMPLIANCE, VERIFYING THAT ALL

MATERIALS AND EQUIPMENT ARE INSTALLED PER PLAN

AND ARE IN GOOD OPERATING ORDER. REFER TO

SPECIFICATIONS FOR MAINTENANCE PERIOD

REQUIREMENTS.

8. THREE FULL SETS OF AS-BUILT PLANS MUST BE

SUBMITTED TO CITY BEFORE PROJECT WILL BE

FORMALLY ACCEPTED.

9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH

THE CITY PRIOR TO CONSTRUCTION ON SITE.

10. THE CITY WILL SCHEDULE 30 DAY INSPECTIONS FOR THE

DURATION OF THE ONE-YEAR MAINTENANCE PERIOD.

11. ALL MANUFACTURER AND CONTRACTOR WARRANTIES

SHALL COMMENCE AFTER CITY ACCEPTANCE OF THE

JOB.

12. OPERATIONS MANUALS SHALL BE SUPPLIED IN A 3-RING

BINDER(S). IT SHALL INCLUDE MANUFACTURER DATA

SHEETS AND MAINTENANCE AND PARTS INFORMATION

ON ALL EQUIPMENT INSTALLED AND SUPPLIER FROM

WHERE IT WAS OBTAINED.

13. AN INVENTORY SHALL BE SUBMITTED FOR ALL AREAS,

INFORMATION SHALL INCLUDE: ALL IRRIGATION

EQUIPMENT, PLANT COUNTS, AREA MEASUREMENTS.

14. A WRITTEN CONSTRUCTION SCHEDULE SHALL BE

PROVIDED TO CITY BEFORE WORK COMMENCES.

15. NO PLANTING SHALL BE INSTALLED UNTIL:

A. THE BACKFLOW PREVENTION DEVICE IS CERTIFIED

BY A CITY APPROVED BACKFLOW INSPECTOR.

B. A HYDROSTATIC PRESSURE TEST ON IRRIGATION

MAINS AND LATERALS IS COMPLETED AND

APPROVED.

C. IRRIGATION CONTROLLERS ARE FULLY

OPERATIONAL AND CONNECTED TO FINAL

ELECTRICAL

SOURCE.

16. CONTRACTOR SHALL PROVIDE AT LEAST TWO (2)

WORKING DAYS ADVANCE NOTICE TO THE CITY

ENGINEER PRIOR TO CONNECTING TO EXISTNG WATER

FACILITIES. THE MANIPULATION OF EXISTING WATER

VALVES SHALL BE DONE UNDER THE DIRECTION OF

CITY ENGINEER.

17. PROTECT ALL EXISTING ROAD SIGNS DURING

CONSTRUCTION. REMOVE AND STOCKPILE ROAD NAME

SIGNS FOR REINSTALLATION.

18. LIMITS OF MEDIAN SHOWN ON PLANS IS EXISTING FACE

OF CURB.

19. ALL PLANTING AREAS TO RECEIVE 3" OF SPECIFIED

MULCH MATERIAL PER SPECIFICATIONS. FINISH GRADE

OF MULCH TO BE 1" BELOW TOP OF CURB.

20. STAGING AREA TO BE ESTABLISHED BY CITY OF SAN

RAFAEL.

ABBREVIATIONS GENERAL NOTES

PROJECT DIRECTORY PROJECT DATA DRAWING LIST

TIT

LE

S

HE

ET

Date

ASSISTANT PUBLIC WORKS DIRECTOR/CITY ENGINEER

APPROVED

KEVIN MCGOWAN

SITE

1

# SHEET TITLE

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

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EX

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TIN

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ON

DIT

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2

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

AL

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EX-1

AREA OF CONSTRUCTION

REMOVE AC AND BASE ROCK

REMOVE TREE

(TYP. OF 4)

PROTECT EXISTING TREE

(TYP.)

PROTECT EXISTING FENCE

AND LOW WALL

CLEAR AND GRUB GRASS AND

GROUNDCOVER PLANTING, INCLUDING

ADJACENT SLOPE AREA PRIOR TO GRADING.

REMOVE

PROTECT

PROTECT EXISTING TREE

(TYP.)

PROTECT EXISTING TREE

(TYP.)

PROTECT EXISTING (3) PARKING

SIGNS TO REMAIN (TYP.)

EXISTING AC DIKE

TO REMAIN

REMOVE

PROTECT EXISTING

AC PAVING

PROTECT EXISTING ROSES

AND IRRIGATION TO REMAIN

REMOVE EXISTING

LIGHT STANDARD

AND FOOTING.

REMOVE 3 BOLLARDS

REMOVE GATE AND HARDWARE

REMOVE GATE AND HARDWARE

REMOVE EXISTING PLAY

EQUIPMENT WITHIN

THIS AREA.

PROTECT EXISTING CONCRETE

CONTAINMENT CURB AND TUBE

STEEL FENCING.

PROTECT EXISTING

CONCRETE RAMP

PROTECT EXISTING

AC DIKE

REMOVE EXPOSED AGGREGATE CONCRETE

PAVING AND BRICK BANDS.

PROTECT EXISTING

RAMP

PROTECT EXISTING

UTILITY BOXES

CONSTRUCTION LIMIT

North

0' 5' 20'10'

DE

MO

LIT

IO

N P

LA

N

3

1

DEMOLITION PLAN

SCALE AS SHOWN

1. CONTRACTOR SHALL MEET ONSITE WITH THE

ENGINEER PRIOR TO DEMOLITION TO REVIEW

LAYOUT.

2. CONTRACTOR SHALL NOTIFY USA

(UNDERGROUND SERVICE ALERT) PRIOR TO

DEMOLITION.

3. CONTRACTOR SHALL NOTIFY THE ENGINEER OF

ANY DISCREPANCIES BETWEEN THE PLANS AND

SITE CONDITIONS PRIOR TO COMMENCING.

4. ALL REFUSE RESULTING FROM DEMOLITION

SHALL BE OFF-HAULED AND DISPOSED OF IN A

LEGAL AND PROPER MANNER, FOLLOWING ALL

STATE AND LOCAL ORDINANCES.

5. CONTRACTOR SHALL PROTECT EXISTING

IMPROVEMENTS TO REMAIN.

6. COORDINATE IRRIGATION SYSTEM DEMOLITION

WITH CITY ENGINEER, SALVAGE ALL IRRIGATION

AS DIRECTED BY THE ENGINEER.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE TO THE PARKING LOT,

CITY SIDEWALK AND PARK FEATURES TO THE

SATISFACTION OF THE ENGINEER.

8. ALL EXISTING UTILITY LINES SHOWN ARE

DIAGRAMMATIC. CONFIRM EXACT LOCATION IN

FIELD PRIOR TO START.

9. CONTRACTOR SHALL TAG AND CONFIRM WITH

ENGINEER, THE TREES TO BE REMOVED.

10.PROTECT EXISTING TREES TO REMAIN.

DEMOLITION NOTES

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

AL

PI

HC

RA

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D-1

12-31-19

7-2-18

RE

ST

RO

OM

ENTRY

EXISTING BOCCE COURTS

EXISTING

PARKING

MECH.

ROOM

UNISEX

B STREET

4" H

D

PE

S=

1%

6

"

H

D

P

E

-

S

=

1

%

6

"

H

D

P

E

-

S

=

1

%

8

" H

D

P

E

S

=

1

%

6" H

DP

E

S=

1%

RIM 10.35

INV 9.00

RIM10.60

INV 9.65

RIM 10.20

INV 9.20

RIM 9.60

INV 8.60

RIM 10.50

INV 9.50

CHRISTY V5 DI, SET RIM AT

BOTTOM OF DRAIN ROCK WITH

FILTER FABRIC OVER GRATE.

RIM 11.00

INV 10.00

RIM 9.50

INV 8.50

CONNECT 4" HDPE SS LINE FROM NEW RESTROOM TO EXISTING

SANITARY SEWER CLEANOUT (SSCO) AT SIDEWALK.

4" H

DP

E S

S LIN

E

S=

1%

COORDINATE WITH RESTROOM BUILDING

MANUFACTURER ON STUBOUT LOCATION

OF 4" HDPE SS LINE AND CONNECTION.

2"

WA

TE

R

CONNECT NEW RESTROOM WATER SUPPLY

LINE TO EXISTING POTABLE WATER MAIN

LINE.

4

"

H

D

P

E

BASE BID: V64 DI RIM BELOW FIBAR

BID ALT. #2: V64 DI RIM @ CLASS II AGG. BASE

UNDER RESILIENT SURFACING.

SIDEWALK

UNDERDRAIN

6

L-4

SIDEWALK

UNDERDRAIN

6

L-4

10.70 +

10.60 +

10.64 +

10.54 +

+10.70RESTROOM

FFE-10.80

+10.50

10.70 +

NEW CONCRETE TO MEET

FLUSH WITH EXISTING AC

PAVING.

10.70 +

11.00 HP +

+10.60

+10.55

10.87 +

+10.45

+10.30

+10.15

+10.25

+10.05

+10.25

10.15 +

10.55 +

10.80 +

10.05 +

10.81 +

10.85 +

10.70 +

10.93 +

1%

1%

1%

DI UNDER RESILIENT

SURFACING

RIM 10.60

INV @ 6" HDPE

10.85 +

DI UNDER RESILIENT

SURFACING

RIM 9.90

INV 8.90

DI UNDER RESILIENT

SURFACING

RIM 9.90

INV 8.90

TOP OF CONCRETE PAVING TO BE FLUSH

WITH TOP OF AC DIKE. PAVING CROSS

SLOPE 1% TO PLANTING.

TOP OF CONCRETE

CURB 11.50, HOLD

TOP LEVEL.

3:1 MAXIMUM SLOPE

TOE OF SLOPE

TOP OF SLOPE

UNDERDRAIN DAYLIGHT

AT FACE OF CURB

UNDERDRAIN DAYLIGHT

AT FACE OF CURB

EXISTING POTABLE WATER MAIN LINE.

North

0' 5' 20'10'

GR

AD

IN

G, D

RA

IN

AG

E &

UT

IL

IT

IE

S P

LA

N

4

LEGEND

1. CONTRACTOR SHALL MEET ONSITE WITH CITY ENGINEER PRIOR

TO DEMOLITION TO REVIEW LAYOUT.

2. CONTRACTOR SHALL NOTIFY USA ALERT (UNDERGROUND

SERVICE ALERT) AT 1(800) 227-2600 PRIOR TO CONSTRUCTION.

3. ALL ANGLES ARE 45, 90, OR 135 DEGREES UNLESS NOTED

OTHERWISE.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LAYOUT AND

STAKING, ALL STAKING AND RE-STAKING WILL BE THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE APPROVED BY

THE CITY ENGINEER PRIOR TO COMMENCING CONSTRUCTION.

5. ALL CURVES AND TRANSITIONS BETWEEN CURVES SHALL BE

SMOOTH AND CONTINUOUS.

6. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF ANY

DISCREPANCIES BETWEEN THE PLANS AND SITE CONDITIONS

PRIOR TO COMMENCING.

7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF

IRRIGATION SLEEVES WITH SUBCONTRACTORS.

8. EXPANSION AND CONTROL JOINTS SHALL CONFORM TO CITY

STANDARDS.

9. TOP OF CLASS II AGG. BASE, BELOW RESILIENT SURFACE TO

SLOPE 2% TO DRAIN. SURFACE SLOPE OF RESILIENT SURFACE

PER PLAN.

10. CONCRETE PAVING TO SLOPE BETWEEN 1%-2% TO DRAIN.

11. ALL DRAIN INLETS (DI) TO BE CHRISTY V64 UNLESS NOTED

OTHERWISE.

SITE PLAN NOTES

DRAIN INLET WITH GRATE (DI)

DRAIN INLET WITH MANHOLE

1" HDPE SD LINE

6" OR 8" HDPE SD LINE

4" HDPE SS LINE

2" POTABLE WATER LINE

SURFACE HIGH POINT

SURFACE FLOW DIRECTION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

1

SITE PLAN

SCALE AS SHOWN

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

AL

PI

HC

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EA

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L-1

HP

+

1

0

.

0

0

+10.00

12-31-19

7-2-18

RE

ST

RO

OM

ENTRY

EXISTING BOCCE COURTS

EXISTING

PARKING

MECH.

ROOM

UNISEX

B STREET

OASIS BOAT

W/SAIL

RESTROOM

BUILDING

(BID ALTERNATE #1)

-

L-6

CONCRETE

PAVING

1

L-3

PA

PA

PA

PA

PA

PA

CHAIN LINK

FENCE

1

L-5

9'-9"

8'-0"

GATE

CONCRETE

PAVING

CITY SIDEWALK

1

L-3

8

'

-

0

"G

A

T

E

EDGE OF REQUIRED SAFETY

ZONE AT EACH PLAY EQUIP.

THAT REQUIRES RESILIENT

SURFACING, TYP.

SEE ELECTRICAL

DWGS. FOR LIGHT

STANDARDS.

CONCRETE

CURB AT

PLANTER

LIMIT OF WORK

LIMIT OF WORK

EXISTING AC

PAVING

PARKOUR 4 CLIMBER

(BID ALTERNATE #2)

WIZARDS HIDEAWAY PLAYHOUSE

PROTECT EXISTING RAMP

FOREST SHOP

PLAYHOUSE

SWING SET

CONC.

RAMP INTO

FIBAR (BASE

BID)

3

L-3

6'-0" 20'-0"

4'-0"

20'-0"

21'-0" 10'-0"

10

'-0

"

2'

25

'-6

"

6'-8"

6'-7

"

8'-2

"

5'-0

"

29

'-8

"

7'-6

"

8'-0"

6

'

-

0

"

6

'

-

0

"

7'-6"

R

7

'

-

5

"

5

-

6

"

4

L-4

CONC.

RAMP INTO

FIBAR (BASE

BID)

3

L-3

FIBAR UNDER BASE BID

(RESILIENT RUBBER

SURFACE BID ALT. #2)

R

7

'-0

"

R7'-0"

38

'-0

"

16

'-5

"

5'-8

"

22'-3"

PICNIC TABLE 2

L-5

FOREVERLAWN

SAFETY SURFACE

7

L-4

RESILIENT

SURFACING

2

L-3

BLOCK OUT 3 TREE WELLS

North

0' 5' 20'10'

LA

YO

UT

P

LA

N

1" = 10'-0"

5

E J

C

3.0'

+

PA

L

LAYOUT LEGEND

1. CONTRACTOR SHALL MEET ONSITE WITH CITY ENGINEER PRIOR TO DEMOLITION TO REVIEW LAYOUT.

2. CONTRACTOR SHALL NOTIFY USA ALERT (UNDERGROUND SERVICE ALERT) AT 1(800) 227-2600 PRIOR TO CONSTRUCTION.

3. ALL ANGLES ARE 45, 90, OR 135 DEGREES UNLESS NOTED OTHERWISE.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LAYOUT AND STAKING, ALL STAKING AND RE-STAKING WILL BE THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCING

CONSTRUCTION.

5. ALL CURVES AND TRANSITIONS BETWEEN CURVES SHALL BE SMOOTH AND CONTINUOUS.

6. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND SITE CONDITIONS

PRIOR TO COMMENCING.

7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES WITH SUBCONTRACTORS.

8. EXPANSION AND CONTROL JOINTS SHALL CONFORM TO CITY STANDARDS.

9. SEE SHEET L-1 FOR GRADING AND DRAINAGE.

LAYOUT NOTES:

CONCRETE PAVING

RESILIENT SURFACE

3" DEPTH, MIN.

FOREVER LAWN TURF

DECOMPOSED GRANITE

PLANTING AREA

LIMIT OF WORK

RADIUS

EXPANSION JOINT

SCORE JOINT

CENTER LINE

1

LAYOUT PLAN

SCALE AS SHOWN

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

AL

PI

HC

RA

EA

CS

TC

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L-2

12-31-19

7-2-18

CO

NS

TR

UC

TIO

N D

ET

AIL

S

NOTES

1. ALL SURFACES TO BE BROOM FINISH PERPENDICULAR

TO THE FLOW OF TRAFFIC.

2. SEE GRADING PLANS FOR WALKWAY SLOPES.

MINIMUM LONGITUDINAL SLOPE IS 1%; MAXIMUM IS 4.5%. SEE

GRADING PLAN FOR SPOT ELEVATIONS.

3. MINIMUM CROSS SLOPE OF PAVING TO BE 1%; MAXIMUM IS 2%

4. EXPANSION JOINTS AT 20' ON CENTER MAXIMUM.

5. SCORE JOINTS @ 5' O.C. MINIMUM, SEE PLANS FOR PATTERN.

4"

8"

4" DEPTH CLASS II

BASE, 95% RCP

6"

BROOM FINISH

CONCRETE

.

5'-0"

COMPACT SUBGRADE,

TO 95% RCP

EXP. JOINT

FINISH GRADE

EXISTING PAVING

OR NEW CONCRETE

PAVING AREA

SEE PLAN FOR DIRECTION

OF SURFACE DRAINAGE

6. ALL CONCRETE SHALL BE CLASS B, 2500 P.S.I.

MINIMUM WITH 1" MAXIMUM AGGREGATE. 2

POUNDS LAMP BLACK PER CUBIC YARD.

7. DO NOT USE RECYCLED CLASS II BASE ROCK.

8. USE EXPANSION JOINT WHERE WALKWAY

PAVING MEETS ADJACENT CONCRETE PAVING.

9. FOR SIDEWALK PAVING, SEE CITY STANDARD.

RESILIENT SURFACING

THICKENED EDGE AT PLAY AREA (NO FENCE)

COMPACT SUBGRADE TO

95% RELATIVE COMPACTION

THICKENED EDGE

6"

9"

CONCRETE

PAVING

FLUSH @ EXIST. PAVING

3" @ PLANTING AREA

TO ACCEPT BARK MULCH

(2) #4 BARS CONT.,

3" CLEAR

3" M

IN

#3 VERTS @ 36" O.C.

2

-

6"

RESILIENT SURFACING

COMPACT SUBGRADE TO

95% RELATIVE COMPACTION

8"

3" M

IN

2

-

6"

1'-6"

CLASS II AGG. BASE

95% RELATIVE COMPACTION

CLASS II AGG. BASE

95% RELATIVE COMPACTION

3

THICKENED EDGE AT PLAY AREA (AT FENCE)

AT TOP OF CONCRETE

PAVING

AT TOP OF PLANTING

AREA FINISH GRADE

SEE FENCE POST AND

FOOTING DETAIL 3/L-5

1

CONCRETE PAVING

SCALE:

3

4

"= 1'-0"

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

3

CONCRETE JOINTS

NOT TO SCALE

EXPANSION JOINT

WEAKENED PLANE JOINT

SCORE JOINT

1"

1/2"

R1/4"

R1/4"

R1/4"

R1/4"

3/8"

3/8" ASPHALT IMPREGNATED

COMPRESSIBLE FILLER

#4 SMOOTH REBAR DOWEL,

18" LONG AT 24" O.C.

GREASE AND WRAP ONE END

CONCRETE

PAVING

NOTES

FOR CONCRETE WALKS UNDER 5' WIDE, SPACE E.J'S AT 20' O.C.

WITH WEAKENED PLANE JOINTS AND SCORE JOINTS

ALTERNATING IN BETWEEN AT 10' O.C.

ON LARGE AREAS OF CONCRETE PAVING, EXPANSION JOINTS

SHALL BE 20' O.C. MAX.

WHERE POSSIBLE ALIGN JOINTS WITH EXISTING SIMILAR JOINTS.

1.

2.

3.

R1/4"

6

RESILIENT SAFETY SURFACE & CONC. CURB

3" AT GROUNDCOVER

COMPACT SUBGRADE

TO 95% RCP

CLASS II AGG.

BASE. COMPACT

TO 95% RCP

RESILIENT SURFACE:

BROWN/TAN TOP SURFACE.

PROVIDE SAMPLE FOR APPROVAL.

FLUSH W/TOP OF ADJACENT

CONTAINMENT CURB.

3"

6"

8"

CONCRETE CONTAINMENT

CURB. CONTINUOUS

NOTE:

THICKNESS OF RESILIENT SURFACE AS

REQUIRED FOR ACHIEVING MIN. SAFETY

STANDARD FOR ADJACENT PLAY

STRUCTURE FALL HEIGHT. 3" THICKNESS MIN.

2"

#3 REBAR AT 36" O.C.

3" CLEAR

(2) - #4 TOP AND BOTTOM REBAR

CONTINUOUS, 3" CLEAR.

1'-6

"

THICKNESS BASED ON

REQUIRED ADJACENT

FALL HEIGHT 3" MIN.

3 SCALE: NOT TO SCALE

CONCRETE RAMP AT FIBAR

CA

L

ice

nse

#

26

16

Fa

x

Ph

on

e

41

5/2

58

-9

78

0

Sa

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ia

9

49

01

10

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A

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3

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L-3

NOTES:ALL HORIZONTAL SURFACES TO BE BROOM FINISHPERPENDICULAR TO THE FLOW OF TRAFFIC. ALL VERTICALSURFACES TO BE SMOOTH FINISH

MINIMUM SLOPE TO BE 1%

CONCRETE COLOR AND FINISH TO MATCH EXISTING.

1.

2.

3.

2% SLOPE MIN.

#3 BARS @ 18" O.C.

#3 BARS 18" O.C.

1'-6"12" MIN

8"

4" 8"

4" DEPTH CLASS II BASE, 90% RCP

SUBGRADE, 90% RCP

FIBAR SAFETY SURFACE

SEE PLAN

2-#4 BARS CONT.

1/2" RADIUS TYP.BOTH SIDES

2"

1/2" DIA. DRAIN ROCK. LEVELTOP SURFACE. FILTER FABRICBETWEEN DRAIN ROCK ANDSLOPED SUBGRADE.MASTIC TO DRAIN BOX.

6"

#3 STIRRUPS, 36" O.C.

EXISTING CONTAINMENTCURB

12-31-19

7-2-18

1

NOT TO SCALE

DROP INLET

V-1 DRAIN BOX

NOT TO SCALE

CO

NS

TR

UC

TIO

N D

ET

AIL

S

7

2NOT TO SCALE

INLET @ RUBBER SAFETY SURFACING

3NOT TO SCALE

DECOMPOSED GRANITE PAVING

5

6

SIDEWALK UNDERDRAIN

NOT TO SCALE

REINFORCED PRECAST

CONCRETE DROP INLET,

24"X24" I.D., WITH H20

TRAFFIC LOAD RATED

LOCKING GALVANIZED

STEEL GRATE

6" DEPTH CL. 2 ROAD BASE

COMPACTED TO 95% RC

2% MIN. TYP.

HDPE DRAINLINE, TYP.

FORM SLOPED

BOTTOM

IN FIELD

GROUT ALL GAPS, TYP.

1% MIN., TYP.

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

TURF TO MATCH EXISTING

SEE PLANTING PLAN

COMPACT SUBGRADE

TO 95% RCP

3"

M

IN

.

4"

4"

CONCRETE CONTAINMENT

CURB. CONTINUOUS

CHRISTY V64 CONC. DRAIN BOX,USE EXTENSION AS REQD WITHMIRAFI 140N OR EQUAL FILTER

FABRIC, MASTIC TO HEAVYDUTY CAST IRON GRATE

ANDDRAIN BOX.

SEAL PIPE TIGHT TO BOXWITH GROUT

CONC. BOX BOTTOM, SLOPE2% TOWARD PIPE INVERT

COMPACT SUBGRADETO 90% RELATIVE COMPACTION

HDPE DRAINLINE SLOPE 1% MIN. TOEXISTING DRAINAGE CHANNEL.DAYLIGHT AT EXISTING DRAINAGE CHANNELWITH 12" MIN. COVER OVER TOP OF PIPE

3"

4"

RESILIENT SURFACING

CONCRETE PAVING

CONCRETE PAVING. SLOPE

CONC. SURFACE TO DRAIN.

1

7

SIM.

CLASS II AGGREGATE BASE,

95% RCP.

GROUT, SLOPE

TOWARD LOWEST

PIPE INVERT

4"

3"

1% MIN.

CHRISTY V-1 DRAIN BOX

WITH CAST IRON GRATE

OR EQUAL

HDPE DRAINLINE

SEE DRAINAGE PLAN

MIN. 10" SOIL

COVERAGE

OVER DRAIN LINE

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

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uite 305

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NOT TO SCALE

CONCRETE CURB AT PLANTER

4

7

FOREVERLAWN

NOT TO SCALE

NOTES

1. ALL SURFACES TO BE BROOM FINISH.

2. EXPANSION JOINTS AT 20' OC MIN.

3. SCORE JOINTS AT 10' OC MIN. DEEP SCORE.

4. ALL CONCRETE SHALL BE CLASS B, 2500 P.S.I. MIN.

#3 VERTS, 36" O.C.

2- #4 BARS CONT. 2" CLEAR

TOP OF RESILIENT SURFACING

OR CONCRETE PAVING

6" APPROX.

COMPACT SUBGRADE TO

95% RELATIVE COMPACTION

TAN DECOMPOSED

GRANITE. PROVIDE SAMPLE.

APPROX. 18"

1/2" RADIUS, TYP. BOTH

SIDES

8"

3"

3"

3

4

" DIA. DRAIN ROCK

CONTINUOUS FILTER FABRIC

BETWEEN DG AND ROCK

HOLD TOP LEVEL

PLAYGROUND TURF: PLAYGROUND GRASS™ SYSTEM - CONCRETE AND POUR IN PLACE

PLAYGROUND GRASS™

FOREVERLAWN5801 MAYFAIR RD., SUITE 4NORTH CANTON, OH 44720TOLL FREE: 1-866-992-7876

PHONE: (866) 992-7876FAX: (866) 212-1925www.foreverlawn.com

NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. DO NOT SCALE DRAWING.3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER Albert Park Construction Details

PROTECTED BY COPYRIGHT ©2018 CADDETAILS.COM LTD. CADdetails.com02/07/2018Albert Park Construction Details

PROTECTED BY COPYRIGHT ©2018 CADDETAILS.COM LTD.REVISION DATE

®

EDGE DETAIL - CONCRETE & (PIP)

POUR IN PLACE (PIP)COMPOSITE NAILER BOARD(MINIMUM 2" x 3")MOUNTED 1/2" BELOW CONCRETESURFACE, AND SECUREDWITH CONCRETE FASTENERS

UNIQUE MULTI-LAYEREDBACKING WITH MICRO-MECHANICAL

SEAMING TECHNOLOGY

DENSE, VARIED BLADE STRUCTURE OFFERSDURABILITY AND PERFORMANCE

ANTI-MICROBIAL PROTECTION AVAILABLE

NON-ABRASIVE,NON-VISIBLE RUBBER INFILL

(OPTIONAL WITH SOMETURF STYLES)

CLASS II BASE

FOREVERLAWN SYNTHETIC GRASS

CONCRETE

1/4" - 1/2"

RAISED PLANTING AREA

TAN DECOMPOSED

GRANITE. PROVIDE SAMPLE.

CONCRETE CURB

3"

3"

CLASS II AGG. BASE

12-31-19

7-2-18

1NOT TO SCALE

CHAIN LINK FENCE AND GATE, 4' HIGH

CO

NS

TR

UC

TIO

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AIL

S

8

10"

CONCRETE FOOTING

FINISH GRADE

2"OD POST,

8' 0.C. MAX.

GALV. CAP

RAIL RING

1-5/8" DIA. TOP RAIL

1-5/8" DIA. BOTTOM

RAIL

9 GA. CHAIN LINK, 2" OPENINGS

BLACK VINYL COATING,

PERMAFUSED OR APPROVED EQUAL

SECTION ELEVATION

4'-0"

2'-0"

COMPACTED SUBGRADE

95% RCP

PROVIDE 2 ADJUSTABLE TRUSS RODS, TURNBUCKLES AND ASSOCIATED HARDWARE AT EACH

CORNER POST.

PROVIDE TENSION BARS AND ASSOCIATED HARDWARE AS NECESSARY.

ALL SHARP EDGES TO BE FILED OR GROUND SMOOTH.

NOTES:

1.

2.3.

RAIL END, BRACE

BAND AND ASSOCIATED

HARDWARE TO BE SAME

FINISH AS POSTS

3"

CLEAR

ALL POSTS, RAILS, AND ASSOCIATED HARDWARE

ARE TO BE POWDER COATED IN A MATCHING,

SEMI GLOSS BLACK.

CHAIN LINK FABRIC IS TO BE 9 GA. CORE WITH

PERMAFUSED BLACK VINYL COATING.

ALL CHAIN LINK FABRIC TO BE INSTALLED

ON THE INSIDE OF POSTS, TYP.

PROVIDE ADJUSTABLE TRUSS RODS,

TURNBUCKLES AND ASSOCIATED HARDWARE AT

EACH CORNER POST.

PROVIDE TENSION BARS AND ASSOCIATED

HARDWARE AS NECESSARY.

ALL SHARP EDGES TO BE FILED OR GROUND

SMOOTH.

CHAIN LINK FENCING NOTES

1.

2.

3.

4.

5.

6.

4"

CONCRETE FOOTING

3" POST AT GATE, BOTH SIDES

SECTION 48" GATE ELEVATION

4'-0"

1'-0"

CHAIN LINK FABRICWITH 2"OPENINGS

4'-0"

4'-0"

ADA COMPLIANT STAINLESS STEEL LEVER HARDWARE WITH STOP,STRIKEPLATE AND ALL ASSOCIATED HARDWARE, (SCHLAGE

ND105RH0626 LATCH WITH KEEDEX WELDABLE GATE BOX, K-BXRH0)

PROVIDE ADA KICK PLATE

10"

2' MIN.

3" POSTSAT GATE

2'-10"

HEAVY-DUTY SPRING LOADED GATE HINGE

1-5/8" DIAM. PIPE GATE FRAME TO MATCH CHAIN LINK FENCE

WELD BARAT TOPOF KICKPLATE

FINISH GRADE1" BELOW TOPOF FOOTING

3" C

LE

AR

2' MIN.

SQUARE PICNIC TABLE WITH DIRECT

EMBEDMENT, SEE EQUIPMENT LIST

CONCRETE PAVING

CONCRETE FOOTING PER

MANUFACTURERS INSTALLATION

SPECIFICATIONS

NOTES

1. ADA PICNIC TABLE PER EQUIPMENT

LIST OR EQUAL.

2. ALL INSTALLATIONS SHALL FOLLOW MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES.

3. TO ESTABLISH HEIGHTS OF TABLES AND SEATS, MEASURE

FROM THE MIDPOINT OF FURNISHING AND HOLD ALL SEATS

EQUAL IN HEIGHT AND LEVEL.

ALL SURFACES TO BE LEVEL;

ALL SUPPORTS TO BE PLUMB

SECTION

TABLE TOP

2

PICNIC TABLE

NOT TO SCALE

3

RESILIENT SURFACE AT CURB/FENCE SECTION

NOT TO SCALE

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

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uite 305

TS

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3" AT GROUNDCOVER

COMPACT SUBGRADE

TO 95% RCP

3"

FLUSH AT TOP SURFACE

AG

G

8"

CONCRETE CONTAINMENT

CURB. CONTINUOUS

2"

#3 REBAR AT 36" O.C.

3" CLEAR

(2) - #4 TOP AND BOTTOM REBAR

CONTINUOUS, 3" CLEAR.

1'-6

"

SAFETY SURFACING

2"OD POST,

8' 0.C. MAX.

GALV. CAP

RAIL RING

1-5/8" DIA. TOP RAIL

1-5/8" DIA. BOTTOM

RAIL

3"

FENCE POST CLEAR

FROM BOTTOM

4'

FENCE POST SLEEVES AT

6' O.C. FILL WITH NON-

SHRINKING GROUT

12-31-19

7-2-18

RE

ST

RO

OM

B

UIL

DIN

G

9

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

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RESTROOM BUILDING ISOMETRIC

1 SCALE: NTS

RESTROOM BUILDING PLAN AND ELEVATIONS

2 SCALE: NTS

RESTROOM SCHEDULE

3 SCALE: NTS

RE

ST

RO

OM

ENTRY

EXISTING BOCCE COURTS

EXISTING

PARKING

MECH.

ROOM

UNISEX

M

1.5" MAIN (20 LF)

4" MAIN and CONTROL

WIRE, (EXISTING)

EXISTING TREE

TO REMAIN, TYP.

EXISTING TREE

TO REMAIN, TYP.

4" SLEEVE

4" SLEEVE

LIMIT OF WORK

PROVIDE 1-1/2" (15 L.F.)

MAINLINE/MANIFOLD

FROM (E) 4" MAIN

C3 EXISTING

CONTROLLERS

USE 2 OPEN

STATIONS AS

DIRECTED BY

PARK STAFF

North

0' 5' 20'10'

IR

RIG

AT

IO

N P

LA

N

1" = 10'-0"

10

1

IRRIGATION PLAN

SCALE 1"=10'

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

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uite 305

TS

DN

AL

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2

IRRIGATION PLAN

SCALE 1"=10'

COMMUNITY

CENTER

BUILDING

TURF AREA

PATHWAY

I-1

12-31-19

7-2-18

IR

RIG

AT

IO

N D

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AIL

S

1" = 10'-0"

11

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

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uite 305

TS

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INSTALL STANDARD BRICK

UNDER EACH CORNER.

SET TOP OF BOX 3" ABOVE

FINE GRADE IN SHRUB

AREAS AND FLUSH WITH

WALKS CURBS ETC. IN TURF

AREAS.

1.

2.

NOTES:

ROUND PLASTIC

VALVE BOX AND LID

FINISH GRADE

DRAIN ROCK SUMP

12" DEPTH MIN.

MAINLINE

STANDARD BRICK

QUICK COUPLING VALVE

(CENTER VALVE IN BOX)

PVC SCHEDULE 80

3" NIPPLES

1" X 3/16" X 30"

ANGLE IRON

2- STAINLESS

STEEL CLAMPS

PVC SCHEDULE 80 NIPPLE

LENGTH AS REQUIRED

PVC SCHEDULE 40 TEE

SXSXT, ORE 90 DEG. ELL,

SXT, CONNECTED TO MAINLINE

PVC SCHEDULE 80

NIPPLE, 12" LENGTH

INSTALL STANDARD BRICK UNDER EACH CORNER.

SET TOP OF BOX 3" ABOVE FINE GRADE IN SHRUB

AREAS AND FLUSH WITH WALKS CURBS ETC.

IN TURF AREAS.

1.

2.

NOTES:

RECTANGULAR PLASTIC

VALVE BOX AND LID,(14"X19")

PRESSURE REGULATOR

LINE SIZED WILKINS 600HR

LINE SIZED PVC SCHEDULE 80 NIPPLE

FINISH GRADE

PVC SCHEDULE

80 UNION, (TxT)

PVC SCH. 40,

45 DEG. ELL

(SxS),TYP.

DRAIN ROCK SUMP

12" DEPTH MIN.

MAINLINE

PVC SCH.80 T.O.E. NIPPLE,

(LENGTH AS REQ.)

STANDARD BRICK

LINE SIZED PVC SCHEDULE 80 T.O.E. NIPPLE

SET TOP OF BOX 3" ABOVE

FINE GRADE IN SHRUB AREAS

AND FLUSH WITH WALKS

CURBS ETC. IN TURF AREAS.

1.

NOTES:

ROUND PLASTIC

VALVE BOX AND LID

RESILIENT SEAT GATE VALVE

(CLOW F6110, OR EQ.)

FINISH GRADE

NEW 2" MAINLINE

1'-6"

6" DIAM PVC PIPE,

LENGTH AS REQUIRED

INSTALL STANDARD BRICK UNDER EACH CORNER.

SET TOP OF BOX 3" ABOVE FINE GRADE IN SHRUB AREASAND FLUSH WITH WALKS CURBS ETC. IN TURF AREAS.

1.

2.

NOTES:

RECTANGULAR PLASTICVALVE BOX AND LID

24" EXCESS CONTROL WIRING, (TYP.)

2-WIRE DECODER, ONE PER VALVE TYP.REMOTE CONTROL VALVE

PVC SCHEDULE 80 NIPPLESLENGTH AS REQUIRED, TYP.

FINISH GRADE

PVC SCHEDULE 80 UNION, (TxT),BOTH SIDES OF VALVE

3" MIN. CLEARANCE, BOTH SIDES

PVC SCH. 4045 DEG. ELL(SxS)

DRAIN ROCK SUMP12" DEPTH MIN.

MAINLINE

PVC SCH. 40 TEEOR ELL (SxSxS)

PVC SCH.80 T.O.E. NIPPLE,(LENGTH AS REQ.)

PVC SCH. 80 90 DEG. ELL (TxT)

2-WIRE CABLE

STANDARD BRICK

3M-DBY WIRE CONNECTOR, (TYP.)

5

REMOTE CONTROL VALVE

NTS

3

RESILIENT SEAT GATE VALVE

NTS

2

PRESSURE REGULATOR

NTS

4

QUICK COUPLER VALVE

NTS

I-2

NOTES:

4"

1' 6"

4"

24" 24"

18"18"

LATERAL AND MAIN MAIN ONLY LATERAL ONLY

MAINLINE TYP.

LATERAL, TYP.

L.V. WIRING IN

CONDUIT, TYP.

1. INSTALL 3" WIDE DETECTABLE WARNING TAPE 12" MIN. ABOVE MAINLINE.

2. SALVAGED EXCAVATED FILL COMPACTED TO ORIGINAL DENSITY IN ALL

LANDSCAPED AREA, ALL OTHER AREAS SHALL BE AT 95% COMPACTION.

3. FOR ALL SLEEVES, 18" COVER MIN. PROVIDE 90ELL AT BOTH ENDS AND EXTEND

CAPPED, SLEEVE DIAMETER PIPE TO SURFACE.

4. IN THE EVENT OF AN IRRIGATION LINE CONFLICTING WITH A DRAIN LINE, THE DRAIN

LINE HAS PRIORITY. IF PROPER COVERAGE CANNOT BE ATTAINED ABOVE THE

DRAIN LINES, THE IRRIGATION PIPES AND SLEEVES WILL BE INSTALLED BENEATH

THE DRAIN LINE WITH 2" MIN. SEPARATION.

ROOTBALL

TOP OF BUBBLER TO

EXTEND 1" ABOVE

FINISH GRADE

1/2" PVC FLEX HOSE,

LENGTH AS REQUIRED

(MAX. 8')

1/2" X 3/8" PVC SCH. 40

MALE ADAPTER, TYP.

1/2" THREADED SIDE

OUTLET TEE OR CROSS

SCH. 40 PVC

LATERAL

BACKFILL

MULCH, SEE PLANTING DETAIL

ALL VALVE BOXES AND LIDS TO BE PLASTIC.

CENTER VALVE BOX OVER EQUIPMENT ASSEMBLY TO FACILITATE SERVICING

SET BOX AND ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE.

SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

AVOID HEAVY COMPACTION OF SOIL AROUND BOXES TO PREVENT DAMAGING VALVE

BOX SIDES.

SET ALL BOXES FLUSH WITH WALKS, CURBS, ETC.. INALL CASES.

SET BOXES WITH STANDARD BRICK UNDER EACH CORNER OR IN CASE OF ROUND

BOX USE TWO BRICKS 180 DEGREES APART.

MAKE SURE ALL VALVE BOXES HAVE BOLTS.

SEAL OPENINGS TO PREVENT ENTRANCE OF SOIL INTO BOXES.

1.2.3.4.5.

6.7.

8.9.

NOTES:

1'

EDGE OF LAWN, WALK,

FENCE, CURB, ETC.

1'

1'

1'

1

PRESSURE REGULATOR

NTS

4

PRESSURE REGULATOR

NTS

6

PRESSURE REGULATOR

NTS

12-31-19

7-2-18

IR

RIG

AT

IO

N D

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S

1" = 10'-0"

12

1

TRENCHING

SCALE AS SHOWN

CA

License #2616

Fax

Phone

415/258-9780

San R

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alifornia 94901

1005 A

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ROOTBALL

TOP OF BUBBLER TO

EXTEND 1" ABOVE

FINISH GRADE

1/2" PVC FLEX HOSE,

LENGTH AS REQUIRED

(MAX. 8')

1/2" X 3/8" PVC SCH. 40

MALE ADAPTER, TYP.

1/2" THREADED SIDE

OUTLET TEE OR CROSS

SCH. 40 PVC

LATERAL

BACKFILL

MULCH, SEE PLANTING DETAIL

NOTES:

4"

1' 6"

4"

24" 24"

18"18"

LATERAL AND MAIN MAIN ONLY LATERAL ONLY

MAINLINE TYP.

LATERAL, TYP.

L.V. WIRING IN

CONDUIT, TYP.

1. INSTALL 3" WIDE DETECTABLE WARNING TAPE 12" MIN. ABOVE MAINLINE.

2. SALVAGED EXCAVATED FILL COMPACTED TO ORIGINAL DENSITY IN ALL

LANDSCAPED AREA, ALL OTHER AREAS SHALL BE AT 95% COMPACTION.

3. FOR ALL SLEEVES, 18" COVER MIN. PROVIDE 90ELL AT BOTH ENDS AND EXTEND

CAPPED, SLEEVE DIAMETER PIPE TO SURFACE.

4. IN THE EVENT OF AN IRRIGATION LINE CONFLICTING WITH A DRAIN LINE, THE DRAIN

LINE HAS PRIORITY. IF PROPER COVERAGE CANNOT BE ATTAINED ABOVE THE

DRAIN LINES, THE IRRIGATION PIPES AND SLEEVES WILL BE INSTALLED BENEATH

THE DRAIN LINE WITH 2" MIN. SEPARATION.

ALL VALVE BOXES AND LIDS TO BE PLASTIC.

CENTER VALVE BOX OVER EQUIPMENT ASSEMBLY TO FACILITATE SERVICING

SET BOX AND ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE.

SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

AVOID HEAVY COMPACTION OF SOIL AROUND BOXES TO PREVENT DAMAGING VALVE

BOX SIDES.

SET ALL BOXES FLUSH WITH WALKS, CURBS, ETC.. INALL CASES.

SET BOXES WITH STANDARD BRICK UNDER EACH CORNER OR IN CASE OF ROUND

BOX USE TWO BRICKS 180 DEGREES APART.

MAKE SURE ALL VALVE BOXES HAVE BOLTS.

SEAL OPENINGS TO PREVENT ENTRANCE OF SOIL INTO BOXES.

1.2.3.4.5.

6.7.

8.9.

NOTES:

1'

EDGE OF LAWN, WALK,

FENCE, CURB, ETC.

1'

1'

1'

2

IRRIGATION BOX INSTALLATION

SCALE AS SHOWN3

SHRUB BUBBLER

SCALE AS SHOWN

I-3

12-31-19

7-2-18

RE

ST

RO

OM

ENTRY

EXISTING BOCCE COURTS

EXISTING

PARKING

MECH.

ROOM

UNISEX

B STREET

PROTECT EXISTING ROSES

AND IRRIGATION TO REMAIN

COP KIR7

ARC CAR4

ZAU CAL7

CAL FOL10

COP KIR10

NAN COM4

RHA UMB3

ZAU CAL6

RHA UMB3

ARC CAR7

COP KIR10

CAL FOL9

PERIMITER OF

PHASE II

LIMIT OF WORK

North

0' 5' 20'10'

PL

AN

TIN

G P

LA

N

1" = 10'-0"

13

1

PLANTING PLAN

SCALE AS SHOWN

1. CONTRACTOR SHALL MEET ONSITE WITH THE CITY ENGINEER

PRIOR TO ANY PLANTING OR SOIL PREPARATION TO REVIEW LAYOUT

AND PLANT LOCATIONS.

2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER IN THE EVENT OF PLANT

UNAVAILABILITY IMMEDIATELY AFTER BID AWARD, NO SUBSTITUTIONS WILL

BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.

3. ALL PLANTS IN A GROUP PLANTING MUST MATCH IN HEIGHT, CALIPER

AND VIGOR TO ASSURE EVEN GROWTH RATES.

4. AUTOMATIC IRRIGATION SYSTEM MUST BE FULLY OPERATIONAL PRIOR TO

PLANTING.

5. COMPLETE SOIL PREPARATION PRIOR TO PLANTING.

6. ALL PLANTS SHALL BE INSPECTED BY THE CITY ENGINEER EITHER PRIOR TO

DELIVERY OR IMMEDIATELY AFTER DELIVERY TO THE JOBSITE. THE CITY

ENGINEER RESERVES THE RIGHT TO REJECT ANY PLANT MATERIALS DEEMED

UNSUITABLE.

7. INSTALL A 3" DEPTH LAYER OF SPECIFIED WOOD MULCH AT ALL PLANTING

AREAS AND AREAS IDENTIFIED ON THE PLAN. SUBMIT SAMPLE FOR

APPROVAL.

8. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL SITE IMPROVEMENTS

DAMAGED AS A RESULT OF THE COMPLETION OF THIS CONTRACT.

PLANTING NOTES

TAMPED NATIVE SOIL,

NO AMENDMENTS

BACKFILL MIX, SEE

SPECIFICATIONS

2" LAYER OF

SPECIFIED MULCH

ROOTBALL

3" HIGH

WATERING BASIN

SLOW RELEASE PAKS. SEE SPECS.

X

1/3 OF X

2X DIA. OF

ROOTBALL

NOTES

1. SCARIFY WALLS OF PLANTING PIT

2. SET ROOT CROWN 2" ABOVE SOIL LEVEL

3. REMOVE ALL NURSERY STAKES

2

PLANTING DETAILS

NOT TO SCALE

SHRUB DETAIL

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

AL

PI

HC

RA

EA

CS

TC

E

C

a

OS

S

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b

AE

TA

I

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nr

a

S

d

P-1

12-31-19

7-2-18

CA

L

ice

nse

#

26

16

Fa

x

Ph

on

e

41

5/2

58

-9

78

0

Sa

n R

afa

el, C

alifo

rn

ia

9

49

01

10

05

A

S

tre

et, S

uite

3

05

TS

DN

AL

PI

HC

RA

EA

CS

TC

E

C

a

OS

S

ye

b

AE

TA

I

lo

nr

a

S

d

SCALE:

2

TRENCH DETAILS

LE

GE

ND

&

D

ET

AIL

S

14

SCALE:

3

PULL BOX DETAIL

NONE

SCALE:

4

POLE 'F2' FOUNDATION DETAIL

NONE

SCALE:

1

LIGHT POLE 'F2' DETAIL

LEGEND

ABBREVIATIONS

PANEL 'R'

(37A)

TYPEDESCRIPTION

LAMPS

FIXTURE SCHEDULE

MANUFACTURER'S CATALOG NO. MOUNTING VOLT. REMARKSSYMBOL

F1

F2

F3

F4

E-1

RE

ST

RO

OM

ENTRY

WALKWAY

EXISTING BOCCE COURTS

EXISTING

PARKING

COMMUNITY BUILDING

MECH.

ROOM

UNISEX

CA

License #2616

Fax

Phone

415/258-9780

San R

afael, C

alifornia 94901

1005 A

S

treet, S

uite 305

TS

DN

AL

PI

HC

RA

EA

CS

TC

E

C

a

OS

S

ye

b

AE

TA

I

lo

nr

a

S

d

EL

EC

TR

IC

AL

S

IT

E P

LA

N

15

SCALE:

1

ELECTRICAL SITE PLAN

1" = 10' - 0"

E-2