specifications and contract documents for albert … · 2018-07-12 · l-3construction details...
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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
TS
DN
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PI
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EX
IS
TIN
G C
ON
DIT
IO
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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
PI
HC
RA
EA
CS
TC
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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
EA
CS
TC
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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
RA
EA
CS
TC
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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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10
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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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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
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TR
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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
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alifornia 94901
1005 A
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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
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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
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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
DN
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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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TS
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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
ye
b
AE
TA
I
lo
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