20-0818_C.S. LEGACY CONSTRUCTION, INC._PlansPPPPCOVER SHEETSHEET INDEXSHEET NO.DESCRIPTIONABBREVIATIONSLEGENDVICINITY MAPNTSPROJECTSITEINDEX MAPGENERAL NOTESUTILITIESSERVICECOMPANYPHONEIN THE CITY OF SAN JUAN CAPISTRANO,COUNTY OF ORANGE, STATE OF CALIFORNIANORTHWEST OPEN SPACECOMMUNITY PARK30291 CAMINO CAPISTRANOCV-1ABREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LCV330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209
XXXXXXXXXX
X
X
X
X
XXXX
XXXXXXXXXXXX
X
1 THIS SHEET IS FOR REFERENCE ONLY.
2 TOPOGRAPHIC SURVEY PROVIDED BY STANTEC
46 DISCOVERY, SUITE 250, IRVINE, CALIFORNIA 92618
08/30/2017
SWANNER HOUSE
DOG PARKACCESS ROADREFERENCE SHEET R-1REVISIONSDATENO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LDP
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
0'
S C A L E :1" = 40'-0"
20"40"80"160"
1" = 40'-0"
PP
PPXXXXXXXXXXXXXXXXXXXXSYMBOL LEGEND
LIMIT OF WORK LINE
EXISTING SPOT ELEVATION
EXISTING CONTOUR LINES
EXISTING TREE
EXISTING UTILITY POLE
BARBECUE GRILL
BOULDERS
INTERPRETIVE SIGN
DIRECTIONAL SIGN
2 RAIL FENCE
EXISTING SIGN
EXISTING 2-RAIL FENCE
LITTER RECEPTACLE
DRINKING FOUNTAIN
ADA PATH OF TRAVEL
REMOVAL LEGEND
PROTECT IN PLACE (ITEM AS NOTED)A
REMOVE (ITEM AS NOTED)B
MODIFY EXISTING SITE ITEMC
1.CONTRACTOR SHALL MEET WITH THE AUTHORIZED CITY'S AUTHORIZED
REPRESENTATIVE AND ENGINEER PRIOR TO START OF CONSTRUCTION TO
DISCUSS THE FOLLOWING: PROVIDE & MAINTAIN ACCESS TO THE SWANNER
HOUSE, DOG PARK, & THE EQUESTRIAN STAGING AREA. CONTRACTOR SHALL
INCLUDE THE PREVISION OF ACCESS IN THEIR BID.
2.CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES AND
ASSURING ALL UTILITIES TO BE CUT OFF DURING REMOVAL. ALL ACTIVE
UTILITIES TO BE PROTECTED AND TO REMAIN IN-PLACE.
3.CARE TO BE TAKEN DURING DEMOLITION AND REMOVAL WORK TO AVOID
DAMAGE TO EXISTING FACILITIES AND AMENITIES AS NOTED ON PLANS.
4.CONTRACTOR SHALL REMOVE AND DISPOSE OF PROPERLY OFFSITE ALL
ITEMS NOTED FOR REMOVAL IN A LEGAL MANNER.
5.UNLESS OTHERWISE NOTED, ALL EXISTING TREES SHALL REMAIN & BE
PROTECTED
6.THE STUMPS OF ALL TREES BEING REMOVED SHALL BE GROUND DOWN TO A
MINIMUM 2' BELOW SURROUNDING GRADE. FILL HOLE WITH SOIL FLUSH WITH
ADJACENT GRADE. CONTRACTOR SHALL COORDINATE DURING GRADING
STAGE OF DEV.
7.REMOVAL OF ANY EXISTING TREE SHALL BE REVIEWED AND APPROVED BY
THE ENGINEER & CITY ARBORIST PRIOR TO CONSTRUCTION
8.REFER TO CIVIL PLANS FOR EXISTING ON-SITE & OFF-SITE ITEMS NOTED FOR
REMOVAL & REPLACEMENT.
9.CONTRACTOR SHALL REMOVE ALL EXISTING MULCH FROM PROJECT SITE.
APPROXIMATE DEPTH OF EXITING MULCH IS 6"
10.EXISTING ONSITE TREES SHALL RECEIVE A 6' HIGH CHAINLINK FENCE, 5'
BEYOND DRIP-LINE OF TREE, ALL AROUND.
11.CONTRACTOR SHALL SECURE PROJECT SITE DURING CONSTRUCTION STAGES
OF DEVELOPMENT & AS DIRECTED BY CITY. CONTRACTOR SHALL PAY FOR
AND PROVIDE ADDITIONAL TEMPORARY CONSTRUCTION FENCE AS
NECESSARY TO SECURE SITE.
12.REMOVAL QUANTITIES NOTED HERE ARE APPROXIMATE
13.CONTRACTOR SHALL REMOVE BUILDING FOOTINGS AND UTILITY PILES
NECESSARY FOR NEW CONSTRUCTION
14.CONTRACTOR SHALL PAY FOR, INCLUDE IN THEIR BID, & CONSTRUCT A
TEMPORARY 6' HIGH CONSTRUCTION FENCE WITH GREEN SCREEN PRIVACY
FENCE FABRIC. FABRIC SHALL BE ATTACHED TO PARK-SIDE FACE OF THE
FENCE AND SHALL BE ATTACHED PER MANUFACTURER DETAILS AND
SPECIFICATIONS. TEMPORARY FENCING SHALL BE CONSTRUCTED PRIOR TO
SITE DEMOLITION & AS DIRECTED BY ENGINEER. FINAL LOCATION OF THE
TEMPORARY CONSTRUCTION FENCE SHALL BE REVIEWED AND APPROVED BY
THE ENGINEER PRIOR TO CONSTRUCTION.
15.IF APPLICABLE, RAIL FENCE SHALL BE PROVIDED TO THE CITY. DO NOT
DISPOSE OF FENCE POSTS/RAILS.
16.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY WITH
ENGINEER EXISTING FENCING, GATES AND POST TO BE DEMOLISHED OR TO
REMAIN.
NOTES:
TREE
B TREE,
TOTAL OF 1
A EXISTING 2-RAIL
FENCE
BTREE,
TOTAL OF 3
AEXISTING
2-RAIL FENCE
AEXISTING 2-RAIL
FENCE
EXISTING
2-RAIL FENCE
REMOVE APPROX. 18 L.F.
OF 2-RAIL FENCE
AEXISTING
GATES
A EXISTING SIGN -
PARK I.D.
AEXISTING
SWING
GATES
BUTILITY POLE
& GUY WIRE
A TREE
B TREE,
TOTAL OF 3
A TREE
A EXISTING FENCE
UNLESS NOTED OTHERWISE, ALL EXISTING
TREES OUTSIDE THE LIMIT OF WORK LINE
SHALL REMAIN & BE PROTECTED
A
UNLESS NOTED
OTHERWISE, ALL
EXISTING
EASTERLY FENCE
SHALL REMAIN &
BE PROTECTED
D-1
EXISTING
AGGREGATE BASE
WITHIN THE ENTRY
AREA
CONTRACTOR SHALL
REMOVE ONE (1)
EXISTING POWER POLE
& GUY WIRE. REFER TO
SHEET E4
PROVIDE ACCESS
TO SWANNER
HOUSE DURING
CONSTRUCTION
SWANNER HOUSE
B TREE,
TOTAL OF 2
TREE,
TOTAL OF 1
A
A
A
BTREE,
TOTAL OF 1
B
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LDP
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
DEMOLITION PLAN
TREE,
TOTAL OF 3
A TREE
B
TREE
A
A EXISTING SIGN -
WINE TASTING /
WEDDING
0'
S C A L E :1" = 20'-0"
10"20"40"80"A MAP N.T.S.
INDEX
PP
PP
EXISTING
PUMP
STRUCTURE
BTREE,
TOTAL OF 1
ATREE,
TOTAL OF 1
SEE NOTE #4
BTREE,
TOTAL OF 2
ATREE
SEE NOTE #4
ATREE
BTREE,
TOTAL OF 2
BUTILITY
POLE &
GUYWIRE
SYMBOL LEGEND
LIMIT OF WORK LINE
EXISTING SPOT ELEVATION
EXISTING CONTOUR LINES
EXISTING TREE
EXISTING UTILITY POLE
BARBECUE GRILL
BOULDERS
INTERPRETIVE SIGN
DIRECTIONAL SIGN
2 RAIL FENCE
EXISTING SIGN
EXISTING 2-RAIL FENCE
LITTER RECEPTACLE
DRINKING FOUNTAIN
ADA PATH OF TRAVEL
REMOVAL LEGEND
PROTECT IN PLACE (ITEM AS NOTED)A
REMOVE (ITEM AS NOTED)B
MODIFY EXISTING SITE ITEMC
C EXISTING
SWING GATES
A 2-RAIL FENCE
1.CONTRACTOR SHALL MEET WITH THE
ENGINEER PRIOR TO CONSTRUCTION
TO REVIEW & VERIFY DEMOLITION
ITEMS & ACCESS TO SITE FEATURES
NOTED ON SHEET D-1 NOTES.
2.PROTECT IN-PLACE THE EXISTING
IRRIGATION STAND PIPES AT THE
SOUTH END OF THE SITE.
3.REFER TO SHEET D-1 FOR NOTES.
4.INSTALL ORANGE CONSTRUCTION
FENCE ALONG PERIMETER OF TREE
DRIP-LINE. NO EQUIPMENT OR
SUPPLIES SHALL BE PLACED IN
FENCED AREA.
NOTES:
A
A UTILITY
POLE
UTILITY
POLE
A
UNLESS NOTED OTHERWISE, ALL EXISTING
TREES OUTSIDE THE LIMIT OF WORK LINE
SHALL REMAIN & BE PROTECTED
EXISTING PIPE LINE W/
10' WIDE EASEMENT
EXISTING PIPE LINE W/
6' WIDE EASEMENT
DEMOLITION PLAN D-2
CONTRACTOR SHALL
REMOVE ONE (1)
EXISTING POWER POLE
& GUY WIRE. REFER TO
SHEET E4
A
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LDP
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
ATREE
SEE NOTE #4
0'
S C A L E :1" = 20'-0"
10"20"40"80"B MAP N.T.S.
INDEX
AEXISTING
2-RAIL FENCE
CLEAN AREA
OF WEED
AND DEBRIS
B
CON
C
.
BA
SE
PPPPPPPPXXXXXXXXXXXPT
PT
PT
PT
PTPT
PT
PT
PT
PTREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK - GRADING PLANTITLE SHEETG-6G-1
REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK - GRADING PLAN SECTION A-A N.T.S. ADA PARKING STALLS 11ADA PARKING STALLSN.T.SSIGN LEGEND:NO PARKINGSECTIONS AND DETAILSG-6G-210' WIDE RIBBON GUTTERN.T.S.9EARTH DRAINAGE SWALEN.T.S.6PLAN VIEWSECTION ASECTION BAB SECTION B-B N.T.S.
PT
PT PTPTPTPTPPXXXXXXXXXXXXXXXREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK - GRADING PLANMATCH LINE, SEE SHEET G-4A-AA-AGRADING PLANG-6G-3CAMINO CAPISTRANOSEE SHEET G-2
PT
PT
PT
PT
PPPT
PT
PT
PTREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK - GRADING PLANMATCH LINE, SEE SHEET G-3B-BB-BGRADING PLANG-6G-410 SCALE DETAILSEE SHEET G-2
PTPTPTPTPTPTPTPTPTPTPP
PPREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK - GRADING PLANHORIZONTAL CONTROL PLANG-6G-5
PTPTPTPTPTPTPTPTPTPTPP
PP XXXXXXREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK - GRADING PLANEROSION CONTROL PLANG-6G-6
CONC
.
B
AS
E
PPPPPPPPXXXXXXXXXXXPT
PT
PT
PT
PT
PT
PT
PT
PT
PTREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF W-3CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS & UTILITIES - UTILITIES DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK WATER PLANTITLE SHEETGENERAL NOTES FOR WATER IMPROVEMENTSW-1
REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF W-3CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS & UTILITIES - UTILITIES DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK WATER PLANWATER STANDARD PLANSW-2
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF W-3CIP 0920938 TECHNOLOGY DRIVEIRVINE, CA 92618(949) 923-6000 TEL(949) 923-6121 FAXDEPARTMENT OF PUBLIC WORKS & UTILITIES - UTILITIES DIVISION0607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARK WATER PLANCITY AND DOMESTIC WATER PLANSW-3
PP
PPXXXXXXXXXXXXXXXXXXXXXT
TATTTT
CONSTRUCTION PLAN
WATER FOUNTAIN W/ BOTTLE FILLER & PET FOUNTAIN - REFER TO DETAIL 'A', SHEET L-4,
AND SHEET W-5 FOR WATER LINE INFO
CONSTRUCTION LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
27
28
NATURAL COLOR CONCRETE PAVING W/ RETARDANT FINISH TEXTURE - REFER
TO CIVIL SHEET G-4. JOINTS SHALL BE AS SHOWN AND NOTED.
'NO HORSES' SIGN - REFER TO DETAIL 'F', SHEET L-5. FINAL LOCATION
SHALL BE DETERMINED BY THE ENGINEER.
DECOMPOSED GRANITE 4" THICK WITH SEALER - REFER TO DETAIL 'B', SHEET L-3
2-RAIL FENCE - REFER TO DETAIL 'C', SHEET L-3
BIKE RACK - REFER TO DETAIL 'C', SHEET L-5
VILLAGE ENTRY SIGN - REFER TO DETAIL 'A', SHEET L-5
CORRONE SCULPTURE
INTERPRETIVE SIGN
PICNIC TABLE - REFER TO DETAIL 'C', SHEET L-4
RAMADA - REFER TO DETAIL 'B', SHEET L-4
KIICHA - REFER TO DETAIL 'D', SHEET L-5, FINAL LOCATION SHALL BE PER ENGINEER
DIRECTIONAL SIGN
BOULDERS - REFER TO BOULDER LEGEND & DETAIL 'D' SHEET L-3
29
8' WOOD BENCH - REFER TO DETAIL 'E', SHEET L-3
31
MOUNDING - REFER TO CIVIL DWG
ACORN GRINDING BOULDER - REFER TO DETAIL 'B', SHEET L-5
EXISTING FENCE / RAIL SHALL REMAIN AND BE PROTECTED
EXISTING BUILDING SHALL REMAIN AND BE PROTECTED
EXISTING GATE SHALL BE MODIFIED - REFER TO NOTES
EXISTING UTILITY - REFER TO DEMOLITION AND ELECTRICAL PLANS
EXISTING DRAIN SHALL REMAIN AND BE PROTECTED
EXISTING TREE SHALL REMAIN AND BE PROTECTED
EXISTING GATE SHALL REMAIN AND BE PROTECTED
3" LAYER OF MULCH, MULCH SHALL MATCH (E) MUCH AT EQUESTRIAN PARKING LOT
GRAVEL - 3/8" TAN PEA-GRAVEL, 3" THICK LAYER
R100B CALIFORNIA DISABLED PARKING TOW AWAY SIGN - REFER TO CIVIL SHEET
G-2, FINAL LOCATION SHALL BE REVIEWED AND APPROVED BY ENGINEER.
12' DOUBLE SWING GATE - REFER TO DETAIL 'F', SHEET L-3
*
*
**
PORT-A-POTTY - PROVIDED BY CITY AND PLACED BY CONTRACTOR
20
21
22
23
30
26
25
18
19
EXISTING SIGNS SHALL REMAIN AND BE PROTECTED IN-PLACE
ADA PARKING STALL SIGN - REFER TO CIVIL SHEET G-2
WHEEL STOP - REFER TO DETAIL 'E', SHEET L-432
24
17
PRIVACY FENCE - REFER TO DETAIL 'D', SHEET L-433
LITTER RECEPTACLE - REFER TO DETAIL 'E', SHEET L-5. FINAL LOCATION SHALL BE
DETERMINED BY THE ENGINEER.
34
SYMBOL LEGEND
LIMIT OF WORK LINE
EXISTING SPOT ELEVATION
EXISTING CONTOUR LINES
EXISTING TREE
EXISTING UTILITY POLE
BOULDERS
INTERPRETIVE SIGN
DIRECTIONAL SIGN
2 RAIL FENCE
EXISTING SIGN
EXISTING 2-RAIL FENCE
LITTER RECEPTACLE
DRINKING FOUNTAIN
ADA PATH OF TRAVEL
T
AT
PICNIC TABLE
ADA PICNIC TABLE
BIKE RACK
24
12
6
15
15
P.A.
P.A.
P.A.
P.A.
P.A.
18
20
17
17
9
8
11
10
P.A.
P.A.
16
8
P.A.
23
23
3
BOULDER LEGEND
L-1
DENOTES ITEMS THAT SHALL BE PROVIDED BY OTHERS BUT INSTALLED BY THE
CONTRACTOR AT THE PROJECT SITE. CONTRACTOR SHALL INCLUDE IN THEIR BID THE
FOLLOWING: SHOP DRAWINGS WITH CONCRETE BASE/PODIUM, CONCRETE FOOTING AND
REBAR, SIZED ACCORDINGLY.
*
NOTES:
1.REFER TO CIVIL SHEETS FOR ADDITIONAL INFORMATION
RE: GRADING, HORIZONTAL CONTROL, EROSION
CONTROL, & UTILITIES.
2.FOR ALL SITE AMENITIES PROVIDED BY OTHERS,
CONTRACTOR SHALL INCLUDE IN THEIR BID, A FEE FOR
INSTALLATION OF AMENITY AT LOCATIONS SHOWN.
3.EXISTING GATES SHOWN ON SHEET L-2 SHALL BE
RELOCATED AND PROTECTED.
0'
S C A L E :1" = 20'-0"
10'20'40'80'
8
12
12
11
11
24
13TYP.
P.A.
P.A.
153
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LCP
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
27
9
3
3
13 TYP.
28
30
30
17
17
CONTRACTOR SHALL
MAINTAIN 5' CLEARANCE
AROUND PICNIC TABLES,
TYP.
PATH SHALL ALIGN WITH
℄ OF EXISTING ACCESS
SWANNER HOUSE
9
A
MAP N.T.S.
INDEX
27
34
3434
2
5
TOTAL OF 2
12'
9'
12'
1
DIRECTIONAL SIGN SHALL CONSIST OF A 4'X4' BOULDER, ARTWORK, ENGRAVING, BRONZE
PLAQUE, AND PLACEMENT OF RECESSED PLAQUE ONTO BOLDER AND COORDINATION
WITH CITY STAFF. CONTRACTOR SHALL INCLUDE RESPECTIVE ITEMS IN THEIR BID. REFER
TO DETAIL 'D', SHEET L-3.
**
T T
T AT
PP
PP
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LCP
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
CONSTRUCTION PLAN
12
8
11
11
11
10
10
10
10
10
1
14TYP.
15
P.A.
P.A.
P.A.
P.A.
16
18
20
22
22
22
17
22
25
20
20
17
P.A.
P.A.
ALIGN TRAIL EDGE
W/ EXISTING GATE
19
19
WATER FOUNTAIN W/ BOTTLE FILLER & PET FOUNTAIN - REFER TO DETAIL 'A', SHEET L-4,
AND SHEET W-5 FOR WATER LINE INFO
CONSTRUCTION LEGEND
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
27
28
NATURAL COLOR CONCRETE PAVING W/ RETARDANT FINISH TEXTURE - REFER
TO CIVIL SHEET G-4. JOINTS SHALL BE AS SHOWN AND NOTED.
'NO HORSES' SIGN - REFER TO DETAIL 'F', SHEET L-5. FINAL LOCATION
SHALL BE DETERMINED BY THE ENGINEER.
DECOMPOSED GRANITE 4" THICK WITH SEALER - REFER TO DETAIL 'B', SHEET L-3
2-RAIL FENCE - REFER TO DETAIL 'C', SHEET L-3
BIKE RACK - REFER TO DETAIL 'C', SHEET L-5
VILLAGE ENTRY SIGN - REFER TO DETAIL 'A', SHEET L-5
CORRONE SCULPTURE
INTERPRETIVE SIGN
PICNIC TABLE - REFER TO DETAIL 'C', SHEET L-4
RAMADA - REFER TO DETAIL 'B', SHEET L-4
KIICHA - REFER TO DETAIL 'D', SHEET L-5, FINAL LOCATION SHALL BE PER ENGINEER
DIRECTIONAL SIGN
BOULDERS - REFER TO BOULDER LEGEND & DETAIL 'D' SHEET L-3
29
8' WOOD BENCH - REFER TO DETAIL 'E', SHEET L-3
31
MOUNDING - REFER TO CIVIL DWG
ACORN GRINDING BOULDER - REFER TO DETAIL 'B', SHEET L-5
EXISTING FENCE / RAIL SHALL REMAIN AND BE PROTECTED
EXISTING BUILDING SHALL REMAIN AND BE PROTECTED
EXISTING GATE SHALL BE MODIFIED - REFER TO NOTES
EXISTING UTILITY - REFER TO DEMOLITION AND ELECTRICAL PLANS
EXISTING DRAIN SHALL REMAIN AND BE PROTECTED
EXISTING TREE SHALL REMAIN AND BE PROTECTED
EXISTING GATE SHALL REMAIN AND BE PROTECTED
3" LAYER OF MULCH, MULCH SHALL MATCH (E) MUCH AT EQUESTRIAN PARKING LOT
GRAVEL - 3/8" TAN PEA-GRAVEL, 3" THICK LAYER
R100B CALIFORNIA DISABLED PARKING TOW AWAY SIGN - REFER TO CIVIL SHEET
G-2, FINAL LOCATION SHALL BE REVIEWED AND APPROVED BY ENGINEER.
12' DOUBLE SWING GATE - REFER TO DETAIL 'F', SHEET L-3
*
*
**
PORT-A-POTTY - PROVIDED BY CITY AND PLACED BY CONTRACTOR
20
21
22
23
30
26
25
18
19
EXISTING SIGNS SHALL REMAIN AND BE PROTECTED IN-PLACE
ADA PARKING STALL SIGN - REFER TO CIVIL SHEET G-2
WHEEL STOP - REFER TO DETAIL 'E', SHEET L-432
24
17
PRIVACY FENCE - REFER TO DETAIL 'D', SHEET L-433
LITTER RECEPTACLE - REFER TO DETAIL 'E', SHEET L-5. FINAL LOCATION SHALL BE
DETERMINED BY THE ENGINEER.
34
SYMBOL LEGEND
LIMIT OF WORK LINE
EXISTING SPOT ELEVATION
EXISTING CONTOUR LINES
EXISTING TREE
EXISTING UTILITY POLE
BOULDERS
INTERPRETIVE SIGN
DIRECTIONAL SIGN
2 RAIL FENCE
EXISTING SIGN
EXISTING 2-RAIL FENCE
LITTER RECEPTACLE
DRINKING FOUNTAIN
ADA PATH OF TRAVEL
T
AT
PICNIC TABLE
ADA PICNIC TABLE
BIKE RACK
BOULDER LEGEND
17
L-2
EXISTING PIPE LINE W/
10' WIDE EASEMENT
EXISTING PIPE LINE W/
10' WIDE EASEMENT
12
1
8
12
DENOTES ITEMS THAT SHALL BE PROVIDED BY OTHERS BUT INSTALLED BY THE
CONTRACTOR AT THE PROJECT SITE. CONTRACTOR SHALL INCLUDE IN THEIR BID THE
FOLLOWING: SHOP DRAWINGS WITH CONCRETE BASE/PODIUM, CONCRETE FOOTING AND
REBAR, SIZED ACCORDINGLY.
*
0'
S C A L E :1" = 20'-0"
10'20'40'80'
7
NOTES:
1.REFER TO CIVIL SHEETS FOR ADDITIONAL INFORMATION:
GRADING, HORIZONTAL CONTROL, EROSION CONTROL,
UTILITIES & CAMINO CAPISTRANO STREET
IMPROVEMENTS.
2.FOR ALL SITE AMENITIES PROVIDED BY OTHERS,
CONTRACTOR SHALL INCLUDE IN THEIR BID, A FEE FOR
INSTALLATION OF AMENITY AT LOCATIONS SHOWN.
3.EXISTING GATES SHOWN ON SHEET L-2 SHALL BE
RELOCATED AND PROTECTED.
6
13
3
29
9
3
1
1
32
15
TYP.
CONTRACTOR SHALL
MAINTAIN 5' CLEARANCE
AROUND PICNIC TABLES,
TYP.
17
TYP.
31
31
B
MAP N.T.S.
INDEX
33
34
34
34
2
5
4
TOTAL OF 2
24
24
24
4
12'
9'
9'
DIRECTIONAL SIGN SHALL CONSIST OF A 4'X4' BOULDER, ARTWORK, ENGRAVING, BRONZE
PLAQUE, AND PLACEMENT OF RECESSED PLAQUE ONTO BOLDER AND COORDINATION
WITH CITY STAFF. CONTRACTOR SHALL INCLUDE RESPECTIVE ITEMS IN THEIR BID. REFER
TO DETAIL 'D', SHEET L-3.
**
CONCRETE PAVING
SCALE: NA 14241-01_LCD.dwg
1
2
3
4
5
6
7
2.
1.
REFER TO CONSTRUCTION PLAN
EXPANSION JOINTS SHALL BE AS SHOWN ON THE CONSTRUCTION PLAN(S) AND/OR
ADJACENT TO LARGE SLABS, STRUCTURES, AND AT INTERVALS NOT TO EXCEED 20' O.C.
CONTROL JOINTS SHALL BE AS SHOWN ON THE CONSTRUCTION PLAN(S), DETAILS,
AND/OR AT 10' INTERVALS.
3.
5.
ASPHALT SATURATED FIBER OR 'T' EXPANSION
JOINT SET 1/2" BELOW PAVING SURFACE
FOR ADDITIONAL INFORMATION REFER TO SPECIFICATIONS
FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT FOR TURF AND 2" BELOW FOR
SHRUBS/GROUNDCOVER AREAS.
UNLESS OTHERWISE NOTED, NEW FINISH SURFACE SHALL BE FLUSH WITH ADJACENT
EXISTING SURFACES.
REFER TO CIVIL ENGINEER'S PLANS AND GEOTECHNICAL REPORT FOR CONCRETE
THICKNESS, SUB BASE, AND REINFORCING.
6.
WIDTH VARIES
4.
7.PROJECT GEOTECHNICAL REPORT AND RECOMMENDATIONS BY A SOIL ENGINEER SHALL
TAKE PRECEDENCE FOR ALL SOIL CONDITIONS, MATERIALS, REINFORCEMENT,
DIMENSIONS, SUBBASE AND OVER EXCAVATION.
NOTES:
1/4" WIDE, 1" TOOLED OR SAW
CUT CONTROL JOINT
SUBGRADE PER GEOTECHNICAL REPORT &
CIVIL ENGINEER'S PLANS
CONCRETE PAVING: REINFORCEMENT & THICKNESS
PER CIVIL PLANS AND GEOTECHNICAL REPORT
8.REFER TO LANDSCAPE CONSTRUCTION PLANS FOR PAVING & MATERIAL COLOR AND
FINISH TEXTURE LOCATIONS. REFER TO CIVIL PLANS FOR SUBGRADE, THICKNESS AND
REINFORCEMENT.
CAULK WITH FLEXIBLE
SEALANT
5/8" BACKER ROD
CONTINUOUS
1/2" X3" POLYFELT
EXPANSION JOINT, TYPICAL
4
1
3
2 5
6
7
WATER PROOF
EXPANSION JOINT
CONTROL JOINT
PEDESTRIAN TRAFFIC EXPANSION JOINT
ROLLED OR
SOFTENED EDGE
HAND SEEDED D.G. SHALL BE CALIFORNIA GOLD
RETARDANT FINISH, IF APPLICABLE, SHALL BE TOP CAST #05 AVAILABLE FROM GRACE
CONSTRUCTION
9.
10.
CONTRACTOR SHALL PROVIDE CONCRETE SAMPLES FOR ALL CONCRETE PAVING
NOTED IN DETAIL AND SPECIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
11.
2-RAIL FENCE
SCALE: 1/2"=1'-0"
6" DIA. POST1
3 1/2" DIA. RAIL. USE TWO 1/2" DIA. X 9" LONG STAINLESS
STEEL CARRIAGE BOLTS W/ WASHER ON EACH SIDE AND
NUT. CONTRACTOR NEEDS TO CUT PROTRUDING BOLT
SECTION AT THE NUT. TOP OF POSTS SHOULD BE FLUSH
WITH THE TOP RAIL SECTION WITH NO PROTRUSIONS
2
3
FINISH SURFACE/GRADE PER PLAN4
5 UNDISTURBED NATIVE GRADE OR
CERTIFIED COMPACTED SUBGRADE
PER GEOTECHNICAL REPORT
ELEVATION SECTION
2
1
4
3
5
2
3
5
4
CONCRETE FOOTING. TOP OF FOOTING SLOPED TO
DRAIN. CONCRETE FOOTING ONLY AT GATE
LOCATIONS. POSTS SHALL BE SECURED IN AN
AUGURED 42" DEPTH x 12" DIAMETER HOLE FILED WITH
COMPACTED NATIVE SOIL. THE POST MAY BE SET 6"
DEEPER AS NECESSARY
1
NOTES:
1.PROJECT GEOTECHNICAL REPORT OR RECOMMENDATIONS
BY A STRUCTURAL ENGINEER SHALL TAKE PRECEDENCE
FOR ALL SOIL CONDITIONS, MATERIALS, REINFORCEMENT,
DIMENSIONS, AND SUBBASE.
2.ALL METAL MEMBERS SHALL BE GALVANIZED METAL.
CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID AND
PRIOR TO COMMENCING INSTALLATION. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE
BROUGHT TO THE IMMEDIATE ATTENTION OF CITY ENGINEER.
DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT
TO THE IMMEDIATE ATTENTION OF CITY ENGINEER.
COSTS INCURRED DUE TO REPAIR, RESTORATION, OR REPLACEMENT OF EXISTING
IMPROVEMENTS WHICH ARE DESIGNATED "TO BE PROTECTED" OR "TO REMAIN" WHICH
ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL MATERIALS DESIGNATED FOR
REMOVAL SHALL BE DISPOSED OF OFF-SITE.
HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS
REPORT.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER, WATER AND
UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY
COST INCURRED FOR REPAIR, RESTORATION, OR REPLACEMENT OF AFOREMENTIONED
UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.
ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE CITY
ENGINEER.
CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE WITH
NEATLY SAWED EDGES. IF A SAWCUT IS WITHIN THREE FEET (3') OF AN EXISTING EXPANSION
OR CONTROL JOINT, CONCRETE SHALL BE REMOVED TO THAT NEAREST JOINT.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURER'S CUT OR DATA SHEETS FOR
APPROVAL PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL FURNISH TO THE
CITY'S/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH
FURNISHED MATERIALS.
UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, MATERIALS TO BE PURCHASED AND
FURNISHED BY THE CONTRACTOR SHALL BE NEW.
PROJECT GEOTECHNICAL REPORT OR RECOMMENDATIONS BY A STRUCTURAL ENGINEER
SHALL TAKE PRECEDENCE FOR ALL SOIL CONDITIONS, MATERIALS, REINFORCEMENT,
DIMENSIONS, AND SUBBASE.
CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE
INSTALLATION OF ALL IMPROVEMENTS AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN
THE SPECIFICATIONS.
THE FOLLOWING NOTES APPLY TO ALL DETAILS AS SHOWN IN THIS SET OF DOCUMENTS,
UNLESS OTHERWISE NOTED.
FOR ADDITIONAL INFORMATION REFER TO CONSTRUCTION PLAN NOTES HEREON.
REFER TO RESPECTIVE DETAILS HEREIN FOR INFORMATION RELATIVE TO COLOR, TYPE AND
FINISH.
UNLESS OTHERWISE NOTED, NEW FINISH SURFACE SHALL BE FLUSH WITH ADJACENT EXISTING
SURFACES.
FINAL LOCATION OF CONSTRUCTION ELEMENTS, DRAINAGE DEVICES, SITE AMENITIES,
IRRIGATION EQUIPMENT, AND PLANT MATERIAL MAY REQUIRE ADJUSTMENT DUE TO FIELD
CONDITIONS AND SHALL BE APPROVED PRIOR TO CONSTRUCTION BY THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL MATCHING MATERIALS AND COLORS PRIOR TO PURCHASE
AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR
TO INSTALLATION.
UNLESS DESIGNATED OTHERWISE, MATERIALS AND FURNISHINGS SHALL BE PURCHASED BY
THE CONTRACTOR SHALL BE NEW. ALL PROPOSED SITE AMENITIES SHALL BE AVAILABLE ON
AN APPROVED EQUAL BASIS.
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LCD
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
CONSTRUCTION NOTES & DETAILS
DECOMPOSED GRANITE
SCALE: NTS
4" THICK DECOMPOSED GRANITE (D.G.) WITH A 6" THICK
DECOMPOSED GRANITE (D.G.) ROLLED EDGE AS SHOWN. GRANITE
MATERIALS AVAILABLE FROM DECORATIVE STONE SOLUTIONS, Inc.
(800) 699-1878 OR AN APPROVED EQUAL. REFER TO NOTES.
FINISH GRADE - 2" BELOW CURB FOR SHRUB/GROUNDCOVER AREAS.
UNDISTURBED NATIVE GRADE OR CERTIFIED COMPACTED
SUBGRADE PER GEOTECHNICAL REPORT
FILTER FABRIC (WEED BARRIER)- BIO-BARRIER II FABRIC AVAILABLE
FROM REMAY, INC. (800) 382-8467 OR AN APPROVED EQUAL.
NOTES:
1.STABILIZED DECOMPOSED GRANITE PATHWAY MATERIAL SHALL BE:
CALIFORNIA GOLD.
2.DECOMPOSED GRANITE (D.G.) SHALL BE COMPACTED IN 2" LIFTS AND
STABILIZED WITH DECORATIVE STONE SOLUTIONS STABILIZING BINDER.
3.REFER TO CONSTRUCTION PLANS FOR PATHWAY D.G. LOCATIONS AND
D.G. AREAS RECEIVING STABILIZER.
MIN. 2% SLOPE ON ALL DECOMPOSED GRANITE SURFACES.
SEE CIVIL DRAWINGS FOR DIRECTION OF SLOPE & GRADIENTS
1
2
3
4
5
6
(6") ROLLED DECOMPOSED GRANITE TRANSITION EDGE
CROSS SECTION 6"6"6"6"
3
2
4
5
1 6
WIDTH PER PLAN
4"L-3
DOUBLE SWING GATE
SCALE: 1/2"=1'-0"4'6x6 POST1
HEAVY DUTY HINGES2
3
FINISH GRADE PER
CONSTRUCTION PLAN.
TOP OF FOOTING
SLOPED TO DRAIN
4
5
UNDISTURBED NATIVE GRADE
OR CERTIFIED COMPACTED
BACKFILL TO SCARIFY AND
COMPACT SUBGRADE TO 95%
PER PLAN
CONCRETE FOOTING
6
2
3
4
5
2 RAIL FENCE - SEE
DETAIL C, SHEET L3
6
1
3'2'3" CLR.8"EQ.EQ.3'4"2
1/2" DIA. CANE BOLT
ATTACHED TO GATE.
7
CONCRETE FOOTING W/ 1" DIA.
GALVANIZED STEEL SLEEVE, SET
FLUSH WITH FINISH SURFACE
8
7
8
NOTES:
1.PROJECT GEOTECHNICAL REPORT OR RECOMMENDATIONS BY A
STRUCTURAL ENGINEER SHALL TAKE PRECEDENCE FOR ALL SOIL
CONDITIONS, MATERIALS, REINFORCEMENT, DIMENSIONS, AND SUBBASE.
2.PAIN AND FINISH SHALL BE:
3.ALL METAL MEMBERS SHALL BE GALVANIZED METAL
4.CONTRACTOR SHALL PROVIDED ENGINEER WITH CHAIN(S) & LOCKING
HARDWARE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION
5.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR TO
CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ENGINEER
THREADED BOLT W/
WASHERS, NUT, & CAP
9
9TYP.
2X4 BRACE, BOTH SIDES10
2X4 RAIL11
2X4 FRAME, BOTH SIDES12
12
10
11
DIA.
NOTES:
1.CONTRACTOR TO PROVIDE SAMPLE OF BENCH SEAT TO THE
ENGINEER FOR REVIEW APPROVAL PRIOR TO CONSTRUCTION.
2.ALL WOOD TO REMAIN NATURAL & RECEIVE 2 COATS OF
PENETRATING WOOD SEALER
8' WOOD BENCH (SEAT LOG)
SCALE: 1/2"=1'-0"
℄1'EQ.EQ.1"RED WOOD SLAB SEAT. MILL SMOOTH TOP &
BOTTOM. RETAIN NATURAL BARK FACE FRONT
& BACK
1
2
3
4
RED WOOD, 6"X6" ROUGH SAWN LEG
1/2" DIA ANCHOR BOLT - COUNTERSUNK & PLUGGED
FINISHED SURFACE
3
ENLARGEMENT
1'
1
5 12"x6"x24" CONCRETE FOOTING
4
2
8'
1'SEE ENLARGEMENT,
TOP RIGHT
2'6"1'2"2"
SIDE VIEW
4
3
2
1
FRONT VIEW
1
56"2
BOULDER
SCALE: N.T.S.14241-01_LCD.dwg
NATURAL STONE BOULDER
DECOMPOSED GRANITE PER PLAN
UNDISTURBED NATIVE GRADE OR 90%
CERTIFIED COMPACTED SUBGRADE
PER GEOTECHNICAL REPORT
TOP OF SEAT BOULDER WITH FLAT
TOP, APPROX 1'-6" ABOVE GRADE
NOTES:
1.BOULDERS APPROX. 1/3 BURIED INTO GRADE
2.BOULDERS SHALL BE "SIERRA BOULDERS"
AVAILABLE FROM SOUTHWEST BOULDER &
STONE, 760-451-3333 OR AN APPROVED EQUAL
3.FINAL LOCATION OF BOULDERS SHALL BE
REVIEWED AND APPROVED BY ENGINEER
PRIOR TO CONSTRUCTION
1
2
3
4
2
3
BOULDER ON D.G.
BOULDER ON CONCRETE SURFACE
4
1
2
5 CONCRETE BASE FOR BOULDER
5
6
6 ADJACENT CONCRETE SURFACE
1
RAMADA
SCALE: 3/4"=1'-0"
POST. 6"~8" DIA. METAL TRUNK SEGMENT POST WITH
FORKED BRANCH TO ACCEPT SUPPORT BEAMS
EACH WAY. POSTS SHALL BE CONSTRUCTED TO
RESEMBLE A SYCAMORE TREE. POSTS, COATING
AND FOOTINGS AVAILABLE FROM LANDSCAPE
STRUCTURES, (714)619-0100. REFER TO NOTES
2
1
4
CONCRETE FOOTING, PER STRUCTURAL ENGINEERS
RECOMMENDATIONS
1.ALL NATURAL WOOD COMPONENTS INCLUDING BEAMS, JOISTS AND
LATTICE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE
ENGINEER PRIOR TO CONSTRUCTION.
2.WOOD SHALL BE OBTAINED FROM HEALTHY TREES FREE OF MAJOR
DEFECTS AND DAMAGE RESULTING IN WEAKENED BRANCH STRUCTURE.
3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THAT INCLUDE ALL ITEMS
HEREON INCLUDING NUTS, BOLTS & WASHERS.
4.CONTRACTOR AND LANDSCAPE STRUCTURES SHALL PROVIDE A FULL
SIZE MOCK-UP OF ONE(1) TREE TRUNK POST W/ FORK AND UPPER AREA
WOOD MEMBERS THAT MATCHES DETAIL HEREON.
NOTES:
FINISHED GRADE
LATTICE. NATURAL SYCAMORE
BRANCH. APPROXIMATE 2" DIA.
INSTALL AT VARIOUS 4" - 6" O.C.
SPACING
BEAMS. 6" DIA. NATURAL SYCAMORE
TREE TRUNK OR BRANCH.
APPROXIMATE 6" DIA.5
6
8
HOT DIPPED GALVANIZED FASTENERS PER SHOP
DRAWINGS. COUNTER SINK ALL HARDWARE AND PLUG.
3 JOISTS. 4" DIA. NATURAL SYCAMORE
TREE TRUNK OR BRANCH.
APPROXIMATE 6" DIA.
UNDISTURBED NATIVE GRADE OR CERTIFIED
COMPACTED BACKFILL TO SCARIFY AND COMPACT
SUBGRADE TO 95%
9
2
1
5
3
4 1
2
8
9
9
3
1
4
5
9
SECTION
ELEVATION
6
6
1
2
6
TYP.
RECESS
NOTCH TO
RECIEVE
BEAM TYP.
ENLARGEMENT - SCALE: NTS
REFER TO
ENLARGEMENT
HEREON
6
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LCD
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
CONSTRUCTION DETAILS L-4
4" MINIMUM THICK CONCRETE PAVING. REFER TO
CIVIL SHEET G-4, COLOR AND TEXTURE SHALL BE
NATURAL GREY WITH RETARDANT FINISH
NOTES:
1.FINAL LOCATION OF SUMP SHALL BE PER CITY AUTHORIZED REPRESENTATIVE
2.INSTALL PER ADA REQUIREMENT FOR ACCESS.
3.FOUNTAIN SHALL BE FLUSHED AND TESTED PER HEALTH DEPARTMENT REQUIREMENTS
4.REFER TO SHEET W-5 FOR WATER LINE INFO
VALVE BOX. 17"x9" MODEL #58 CONCRETE VALVE
BOX W/ #46 CONCRETE COVER & #5 CAST IRON
LOCKING LID AVAILABLE FROM BROOKS
PRODUCTS, ONTARIO, CA OR APPROVED EQUAL
3/4" SCH. 40 PVC SUPPLY LINE W/ MINIMUM 18"
COVER. REFER TO CIVIL. DRAWING FOR
ADDITIONAL INFORMATION.
1 "MOST DEPENDABLE " DRINKING FOUNTAIN - ADA &
STANDARD BASE MODEL #10145 SM WITH OPTIONAL PET
FOUNTAIN. SURFACE MOUNTED, INSTALL FOUNTAIN PER
MANUFACTURER RECOMMENDATIONS IN ACCORDANCE
WITH LOCAL PLUMBING CODES.
2
3
4
5
CASING ASSEMBLY, INSTALL PER MANUFACTURER
RECOMMENDATIONS
3/4 " BRASS BALL VALVE ASSEMBLY, INSTALL
SIMILAR TO IRRIGATION BALL VALVE DETAIL 'F',
SHT LR-4. INSTALL TRANSITION FITTING FROM
BALL VALVE TO DRINKING FOUNTAIN COPPER PIPE.
2
6
95% COMPACTED BACKFILL OVER SUMP.7
1 1/2" DIA. PVC SCH. 40 DRAIN PIPE AT 2% MIN. SLOPE.8
MIRAFI 140N FILTER FABRIC WRAPPED AROUND
ALL SIDE OF SUMP LINER.
11
2" DIA. CRUSHED STONE FOR SUMP12
DECOMPOSED GRANITE PAVING ADJACENT &
FLUSH TO CONCRETE PAVING. SEE DETAIL 'B',
SHEET L-3
13
90%COMPACTED SUBGRADE14
32" DIA. X 32" H HDPE SUMP LINER (ADS 1530 AC)
PERFORATED AND FILLED WITH 3/4" DIA. CRUSHED
STONE
10
7
8
10
9
10
2
1
1
3
5
10
13
14
11
ANCHORS AND ANCHOR PLATE SUPPLIED BY
MANUFACTURER. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS, SPECIFICATIONS AND
GUIDELINES
9
4
6
11
9
12
DRINKING FOUNTAIN
SCALE: N.T.S.14241-01_LCD.dwg
6-5/8"1'-578"8" MIN.5'-115 8"
PER PLANS
5'-1158"WHEEL STOP
SCALE: 1"=1'-0"14241-01_LCD.dwg
SECTION - FRONT
1
2
3
4
5
SECTION - SIDE
2
1 3
5
1
2
33 3
5
4
4
0'-0"
1'-4"
2'-6"
TOP VIEW - STANDARD PICNIC TABLE
END VIEWFRONT VIEW
5'-10"5'-2"0'-0"
1'-6"
2'-8"
END VIEWFRONT VIEW
5'-10"5'-2"7'-10"
TOP VIEW - ADA PICNIC TABLE
PICNIC TABLE WITH SEATS TABLE SHALL RECEIVE ONE(1) L-BRACKET PER LEG W/
BOLTS AND BOLT TO CONCRETE PAVING & LEG. ON DIAGONALLY OPPOSITE END
1
2
3 FINISH SURFACE PER CONSTRUCTION PLANS
NOTES:
1.STANDARD & ADA PICNIC TABLE AVAILABLE FROM TIMBER FORM AND PIPELINE PLAYGROUND,
1-800-547-1940. MODEL #2244-6 & 2243-6, OR AN APPROVED EQUAL. SURFACE MOUNT.
2.ALL METAL SHALL RECEIVE POWDER COAT FINISH, COLOR TO BE SELECTED. CONTRACTOR SHALL
FURNISH COLOR SAMPLE TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
3.PAINT / POWDER COATING SHALL BE PER MANUFACTURER'S SPECS.
PICNIC TABLE
SCALE: NTS
1
2
1 221
3
3
3
L-BRACKET
ACCESSIBLE PICNIC TABLE WITH SEATS TABLE SHALL RECEIVE ONE(1) L-BRACKET PER
LEG W/ BOLTS AND BOLT TO CONCRETE PAVING & LEG. ON DIAGONALLY OPPOSITE END
L-BRACKET
L-BRACKET,
ONE(1) PER LEG
L-BRACKET,
ONE(1) PER LEG
L-BRACKET,
ONE(1) PER LEG
L-BRACKET,
ONE(1) PER LEG
WOOD PRIVACY FENCE
SCALE:1/4"=1'-0"
1
2
3
4
5
6
7
8
9
4"X4" PRESSURE TREATED D.F.
POST AT 8'-0" O.C. AND AT CORNERS
1
2
3
4
5
6
7
8
9
10
2"X6" D.F. CAP
2"X4" D.F. STRINGER
1"X6" D.F. VERTICAL BOARDS
SIMPSON CB 44 POST BASE
2"X4" D.F. TRIM
FINISH GRADE
CONCRETE FOOTING -12"
DIA.X1'-6" DEEP, TOP OF FTG.
SHALL SLOPE AWAY AT 2%.
UNDISTURBED NATIVE GRADE
OR 90% CERTIFIED SUBGRADE
PER GEOTECHNICAL REPORT
2"X4" D.F. BOTTOM RAIL
NOTES:
1.ALL METAL MATERIAL SHALL
BE GALVANIZED.
2.ALL WOOD MEMBERS SHALL
BE STAINED.
2
3
6
4
1 10
7
8
96'-0"2"
VILLAGE ENTRY SIGN
SCALE: N.T.S.
1
SECTION/ELEVATION
℄
2" SCHEDULE 40-9 GA. COLD ROLLED STEEL
POST W/ FLAT CAP WELDED EDGE CONTINUOUS
7
8
9
3
4
2
6 SECTION
PLAN VIEW
FINISHED SURFACE
UNDISTURBED NATIVE GRADE OR CERTIFIED
COMPACTED BACKFILL TO SCARIFY AND
COMPACT SUBGRADE TO 95%
CONCRETE FOOTING AT ALL POSTS
DRYSTACK RIVER ROCK WALL WITH BATTEN SIDES AS SHOWN.
RIVER ROCK TO BE 6"-12" "SIERRA COBBLE" AVAILABLE FROM
SOUTHWEST BOULDERS, 760-751-3333 OR APPROVED EQUAL
COMPACTED 3/4" CRUSHED AGGREGATE BASE
CONTINUOUS BELOW BATTEN ROCK WALL.
1"x 1/8" GAUGE COLD ROLLED STEEL STRAP. WELD EACH POST IN A
INTERWEAVED PATTERN. WELD INDIVIDUAL HORIZONTAL SEGMENTS
TOGETHER FOR CONTINUOUS LENGTH. WHERE STRAP IS ON EXTERIOR
SIDE OF FENCE POST, STRAP SHALL BE WELDED TO POST. WHERE STRAP
IS ON PARK SIDE OF FENCE, STRAP SHALL BE BOLTED TO POST
SIGNAGE INSTALL BY CONTRACTOR - REFER TO NOTES
7
8
3
1
4
6
2
2
1
38
7
5
4 1
6
ELEVATION
℄
CENTER LINE OF THE
CAPITAL LETTER
8
12
3
10
12x8x12 CMU PRECISION BLOCK
11
16x8x16 CMU PRECISION BLOCK
10
13
9
12
VERTICAL #4 REBAR @ 16" O.C.
13
HORIZONTAL #4 REBAR CONTINUOUS TOP & BOTTOM
11
13
12
8x8x16 CMU PRECISION BLOCK
NOTES:
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW &
APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
2.CONTRACTOR SHALL INCLUDE IN THEIR BID COST FOR PROVIDING
SHOP DRAWINGS.
3.SIGN LETTERS SHALL BE STAINLESS STEEL. LETTERS AND STRAP
PANELS SHALL BE PAINTED THE SAME COLOR.
FONT: VIJAYA
SIZE: 1'-6" HIGH CAPITAL & LOWER CASE
FINISH: (FACE & RETURNS) POWDER COATED BLACK w/ MATTE FINISH
MOUNTING OPTION: AS RECOMMENDED BY BRAVO SIGN & DESIGN.
4.CONTRACTOR SHALL PROVIDE A FULL SIZE MOCK-UP OF THE SIGNAGE
LETTERS & STRAP PANEL PORTION WITH FONT STYLE, SIZE & COLOR
NOTED, INDICATING MOUNTING & FINISH. SIGNAGE LETTERS AND STRAP
PANEL AVAILABLE FROM BRAVO SIGN & DESIGN, (714)284-0500
www.bravodesign.com OR APPROVED EQUAL.
5.TOP OF WALL & FENCE/LETTERS SHALL BE HELD LEVEL
13
2
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LCD
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
CONSTRUCTION DETAILS7'-6"12'
KIICHAS1
FINISH SURFACE - SEE
CONSTRUCTION PLANS
2
CONCRETE FOOTING SHALL BE
CONSTRUCTED BY THE CONTRACTOR
3
UNDISTURBED NATIVE GRADE OR
CERTIFIED COMPACTED
BACKFILL TO SCARIFY AND
COMPACT SUBGRADE TO 95%
4
KIICHAS
SCALE: 3/16"=1'-0"6'-6"9'
9' DIA. KIICHA - PLAN VIEW
9' DIA. KIICHA - ELEVATION
1
3
12' DIA. KIICHA - ELEVATION
12' DIA. KIICHA - PLAN VIEW
1
3
1
2
1
2
3
4
3
42'6"18"2'6"18"
NOTES:
1.PROJECT GEOTECHNICAL REPORT OR RECOMMENDATIONS
BY A STRUCTURAL ENGINEER SHALL TAKE PRECEDENCE
FOR ALL SOIL CONDITIONS, MATERIALS, REINFORCEMENT,
DIMENSIONS, AND SUBBASE.
2.KIICHAS SHALL BE PROVIDED BY OTHERS TO THE
CONTRACTOR FOR INSTALLATION AT THE PROJECT SITE.
3.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW
& APPROVAL PRIOR TO CONSTRUCTION. SHOP DRAWING
SHALL INCLUDE CONCRETE FOOTINGS W/ REBAR.
DIA.DIA.
L-5
NOTES:
1.SIERRA GRANITE BOULDER. GRANITE
BOULDER AVAILABLE FROM: SOUTHWEST
BOULDER & STONE, 760-451-3333
2.GRINDING BOWLS TO BE LOCATED ON
BOULDERS BY ENGINEER.
3.GRANITE BOULDER TO BE APPROVED BY
ENGINEER PRIOR TO PURCHASE & DELIVERY
ACORN GRINDING BOULDER
SCALE: 3/8"=1'-0"
SPECIMEN BOULDER, APPROX.
8' LONG X 6' WIDE X 3' HIGH, SEE
MATERIALS LIST FOR STONE TYPE
1
2 CORE DRILL GRINDING BOWLS INTO
BOULDER, 9-12" MAX IN DIAMETER
WITH 9" DEEP HOLE. GRIND BOWL
SURFACE SMOOTH. PAINT NEWLY
EXPOSED SURFACES W/ DESERT
VARNISH AS DIRECTED BY THE
ENEGINEER
1/3OFBOULDER2/3OF BOULDER6"MIN.4 UNDISTURBED NATIVE GRADE OR
CERTIFIED COMPACTED BACKFILL
TO SCARIFY AND COMPACT
SUBGRADE TO 95%
1
1
2 TYP.
2 TYP.
SECTION
PLAN VIEW
3 FINISH GRADE 3
3
3
5
4
3
ALL 4
SIDES
SECTION
ELEVATION
PLAN VIEW
3
3
1
2'-7"11
9
7
3
3
8
1/8" GALVANIZED STEEL ANGLE SUPPORT
BRACKET, 2 PER EACH SIDE
1
1
2
1
66
2'-7"2"3'LITTER RECEPTACLE 4'10"3'-2"ACCESS DOOR
W/ 2 GALVANIZED
METAL HINGES AND
LOCKING DEVICE
12" DIA. OPENING
FINISH SURFACE PER
CONSTRUCTION PLAN.
CONTRACTOR SHALL PROVIDE
A 4" THICK x 2'-7" SQ.
CONCRETE PAD BENEATH
RECEPTACLE. RECEPTACLE
SHALL BE PLACED ON TOP OF
PAD.
36 GALLON RECYCLED PLASTIC LINER
ALUMINUM RAIN TOP, COLOR SHALL BE DARK BRONZE
STAINLESS STEEL LAG BOLT & WASHER, COUNTERSINK
(TYPICAL)
STAINLESS STEEL MACHINE BOLT & WASHER,
COUNTERSINK
2X4 PRESSURE TREATED DOUGLAS FIR
2X8 PRESSURE TREATED DOUGLAS FIR
11
10
9
8
7
6
5
4
3
2
1 2X6 PRESSURE TREATED DOUGLAS FIR
SCALE: 3/4"=1'-0"
BIKE RACK
SCALE: NA
NOTES:
1.BIKE RACK SHALL BE MODEL # OLBR-FT-PC, OAK LEAF BICYCLE RACK, POWDER COATED
STEEL, AVAILABLE FROM STREETSCAPES.BIZ, 303-398-7040 OR AN APPROVED EQUAL.
2.BIKE RACK SHALL BE SURFACE MOUNTED TO CONCRETE FOOTING.
3.POWDER COATED COLOR SHALL BE DARK BRONZE.
4.CONTRACTOR SHALL INSTALL BIKE RACK PER MANUFACTURER'S SPECIFICATIONS
5.CONTRACTOR SHALL CONSTRUCT AND PROVIDE A 12"X12"X18" DEEP CONCRETE
FOOTING AT EACH WITH STAINLESS STEEL BOLTS T.F. FLUSH WITH F.G.
'NO HORSES' SIGN
SCALE: N.T.S.
NOTES:
1.SIGN FACE: 0.0084 ALUMINUM WITH MESSAGE LETTERING AS SHOWN.
2.MESSAGE SIGN SHALL BE ATTACHED TO THE RAIL FENCE WITH 1/2" DIA. CARRIAGE BOLTS
& WASHERS. 1 BOLT PER CORNER.
3.FINAL LOCATION & HEIGHT OF SIGNS SHALL BE REVIEWED & APPROVED BY THE ENGINEER
PRIOR TO CONSTRUCTION.
2" MINIMUM HIGH BLACK LETTERING. FONT
STYLE SHALL BE "ARIAL NARROW".
2
1 WHITE BACKGROUND WITH 1/4" WIDE
BLACK LINE TYP.
NO
HORSES
1'-9"
2
11''NO HORSES' SIGN
PPXXXXXXXXXXXXXXXXXXXXXTTATT TT
21/2"21/2"21/2"21/2"21/2"3/4"11/4"3/4"3/4"11/2"3/4"1"1"3/4"3/4"1"11/4"11/4"11/4"2"3/4"3/4"1"1"3/4"1"1"3/4"1"1"1"11/4"11/4"3/4"1"1"2"3/4"3/4"3/4"1"3/4"3/4"1"1"1"1"11/4"3/4"3/4"3/4"11/2"3/4"1"1"3/4"3/4"1"1"11/4"11/4"3/4"1"3/4"3/4"1"11/4"11/4"2"3/4"3/4"1"1"1"1"11/4"3/4"1"1"3/4"1"21/2"21/2"PPPP0'SCALE:1"=20'-0"20'40'80'REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LIP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209IRRIGATION PLAN AIR-1NOTE A:POINT OF CONNECTION (POC) #1 SHALL BE A CONNECTION TO A 2' DOMESTIC WATER STUB-OUT DOWNSTREAM OF A 2" BACKFLOW DEVICE AND 2"DOMESTIC WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE ANDWATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE ISACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ONPOTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATERPRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATEDBELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATIONGATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THEPOC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR.WATER PRESSURE AT POC:100PSI(STATIC)DESIGN WATER PRESSURE:71PSIESTIMATED MAXIMUM SYSTEM DEMAND:42GPMRESIDUAL WATER PRESSURE:29PSINOTE B:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THEACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENTHARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE C:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE,INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TOCLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ONEITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERNOF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH THE ENGINEER PRIOR TO STARTING WORK.NOTE D:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUALLOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND ASDIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.NOTE E:PROVIDE A STRAINER (30 MESH OR BETTER) FOR METER OR PRV'S.NOTE F:ALL GATE VALVES, MANUAL, CONTROL VALVES, ELECTRICAL CONTROL VALVES, PRESSURE REDUCING VALVES FOR NDW SYSTEMS SHALL BEINSTALLED BELOW GRADE IN A HINGED LOCKING VALVE BOX.IRRIGATION POINT OF CONNECTION #1;REFER TO NOTE "A"I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLANREFER TO SHEETS IR-3 - IR-5 FOR THELEGEND, NOTES AND DETAILSCONTRACTOR TO PROVIDE A MAINLINE ANDCONTROL WIRE STUB-OUT FOR FUTUREIRRIGATION IN ADJACENT AREA. ROUTETEN (10) CONTROL WIRES AND TWO (2)COMMON WIRES FROM THE CONTROLLER'A' TO THIS LOCATION, TERMINATE WITHINPULL-BOX FOR FUTURE ADJACENT SYSTEMCONNECTION.CONTRACTOR TO PROVIDE A MAINLINE ANDCONTROL WIRE STUB-OUT FOR FUTUREIRRIGATION IN ADJACENT AREA. ROUTETEN (10) CONTROL WIRES AND TWO (2)COMMON WIRES FROM THE CONTROLLER'A' TO THIS LOCATION, TERMINATE WITHINPULL-BOX FOR FUTURE ADJACENT SYSTEMCONNECTION.
PPTTTAT21/2"21/2"21/2"3/4"3/4"1"3/4"1"1"11/4"11/4"3/4"3/4"1"1"3/4"11/4"3/4"1"1"11/4"3/4"3/4"1"1"3/4"11/4"11/4"3/4"1"1"3/4"11/4"11/4"2"11/2"11/2"3/4"3/4"1"1"3/4"11/4"11/4"3/4"3/4"3/4"3/4"3/4"3/4"1"11/4"11/4"11/2"11/2"3/4"2"3/4"3/4"3/4"1"1"3/4"11/4"PPPPREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LIP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209IRRIGATION PLAN BIR-20'SCALE:1"=20'-0"20'40'80'I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLANREFER TO SHEETS IR-3 - IR-5 FOR THELEGEND, NOTES AND DETAILSNOTE A:CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLERSHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWERSUPPLY AT THIS LOCATION WITH THE ENGINEER. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BECONFIRMED WITH ENGINEER PRIOR TO STARTING WORK.NOTE B:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THEACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENTHARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE C:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE,INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TOCLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ONEITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERNOF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH THE ENGINEER PRIOR TO STARTING WORK.NOTE D:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUALLOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND ASDIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.NOTE F:THE CONTROLLER BOX IS TO INCLUDE A LAMINATED COPY OF THE SYSTEM THAT CONTROLS IT.IRRIGATION CONTROLLER "A";REFER TO NOTE "A"ROUTE A 2" CONTROL WIRECONDUIT FROM CONTROLLERLOCATION TO ADJACENTPLANTING AREACONTRACTOR TO ROUTEWEATHER CENTER WIRES WITHINA 1" ELECTRICAL CONDUIT FROMCONTROLLER LOCATION TOWEATHER CENTER LOCATION.
AS APPROVEDAS APPROVEDN/AGPH IRRIGATIONPAIGE ELECTRICLASCORAIN MASTERNDS (K.B.I.)LASCOAS APPROVEDBUCKNERAS APPROVEDHUNTER30.501.5 FTA / IR-4N/ARAIN MASTERAS APPROVEDRAIN BIRDHUNTERRAIN MASTERNO SYMBOLNO SYMBOLAS APPROVEDNO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOLCARSONNO SYMBOLPAIGE ELECTRICNO SYMBOLD / IR-4E / IR-4F / IR-4G / IR-4H / IR-4I / IR-5J / IR-5P / IR-5N/AK / IR-5K,M / IR-5L / IR-5N/AN/AM / IR-5N/AN/AN / IR-5N/AN/AO / IR-5NDS (K.B.I.)PROS-06-CV 6" POP-UP BUBBLER HEAD WITH A MSBN-50Q PRESSURE COMPENSATINGSTREAM BUBBLER NOZZLE. EACH SYMBOL REPRESENTS ONE (1) BUBBLER PER SHRUB,PLACE THE BUBBLER HEADS 6" FROM THE EDGE OF THE ROOT BALL OF THE SHRUB, TYPICAL.ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL.3200-150 2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE.INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX.FS-150 2" PVC FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT.INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX.44LRC 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX.VXX101N-SC XX" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE.INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX.ICV-XX1G-FS-AS-ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET AS-ADJPRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEADON THE CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX.EGP24i-S EAGLE PLUS 24 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL),COMPLETE WITH A V.I.T. PRODUCTS MPE-A16-10-K14 GAGE STAINLESS STEEL, SIDE ENTRY METERED ENCLOSURE. CONTROLLER IS COMPLETE WITH TWO (2) YEARS OF iCENTRAL INTERNET BASEDCENTRAL CONTROL. CONTRACTOR TO REGISTER iCENTRAL SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAMADJUSTMENT WITH RAINMASTER WEATHER DATA DOWNLOAD. CONTRACTOR TO PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER.IF NECESSARY, PROVIDE AN ANTENNA FOR PROPER COMMUNICATION.THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP ANDTHE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX.120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELDPVC PIPE 3/4" - 2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADEPVC PIPE 2 1/2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADEPVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDERPAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVINGSHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE.ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINEPIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERALLINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS.ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENTCEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY BODY" CEMENT. LATERAL LINESOLVENT CEMENT SHALL BE LOW VOC, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THELARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.ALL SOLVENT WELD MAINLINES ABOVE 2" IN SIZE SHALL HAVE CONCRETE THRUST BLOCKING INSTALLED AT ALL DIRECTIONAL CHANGES INCLUDINGELBOWS (45° AND 90°) AND TEES. MAINLINE PIPES UNDER 2" SIZE AND ALL LATERAL LINES DO NOT REQUIRE THRUST BLOCKING.1" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR. PROVIDE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOPOR ANY SPLICES. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX.P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRESSHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTOR SHALLROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER.LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP.GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONSKSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THESPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THESPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH HINGED LID OPTION AND T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSHVALES AND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBORECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREENHDPE BODY AND GREEN LIDS SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALLIN CONCRETE OR ASPHALT.MODEL NO. / DESCRIPTIONIRRIGATION MATERIAL LEGENDMANUFACTURERDETAIL/SHTHUNTER30.50 (1.00 TOTAL)1.5 FTA,B / IR-4N/APROS-06-CV 6" POP-UP BUBBLER HEAD WITH A MSBN-50Q PRESSURE COMPENSATINGSTREAM BUBBLER NOZZLE. EACH SYMBOL REPRESENTS TWO (2) BUBBLERS TOPROVIDE TWO (2) BUBBLERS PER TREE. PLACE THE BUBBLER HEADS 6" FROM THEEDGE OF THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF THE TREE, TYPICAL.ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOILWITHOUT HITTING THE TRUNK OF THE TREE.RADIUSPSIFLOW RATE (GPM)P.R. (TRI.).40, .57, .74, 1.474020 FTA / IR-40.45 IN./HR.PROS-06-PRS40-CV 6" POP-UP TURF HEAD WITH A MP2000-90(Q/T/H)/360 ADJUSTABLE NOZZLEPROS-06-PRS40-CV 6" POP-UP TURF HEAD WITH A MP1000-90(Q/T/H)/360 ADJUSTABLE NOZZLE.19, .28, .37, .754014 FTA / IR-40.45 IN./HR.HUNTERHUNTERFQTHSYMBOLRM-WETHR-ETRS-ET WIRED WEATHER CENTER, WIRE TO THE CONTROLLER USING EV-CAB-WS12 WITHIN A 1" ELECTRICAL CONDUIT.PROVIDE CONCRETE BASE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS.NETAFIMC / IR-4WM-150-0.1-ER 1 1/2" LANDSCAPE WATER SUB-METER. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX.OPERATING PRESSURE (PSI)ZONE AREA (SFT)VALVE FLOW RATE IN G.P.M.VALVE SIZE IN INCHESCONTROLLER LETTER / STATION NUMBERHYDROZONE NUMBER SEE CHARTIRRIGATION METHOD SEE CHARTZONE PRECIPITATION RATE (IN./HR.)LENGTH OF DRIP TUBINGFOR DRIP TUBING ZONESVALVE CALLOUT LEGENDNUMBERHZ 1DESCRIPTION OF THE HYDROZONELOW WATER USE SHRUBS WITH MP ROTATORSHZ 2LOW WATER USE SHRUBS WITH BUBBLERSHZ 3LOW WATER USE TREES WITH BUBBLERSHYDROZONE DESCRIPTION CHARTNUMBERDESCRIPTION OF THE IRRIGATION METHODSBPOP-UP SHRUB BUBBLERSMPROVERHEAD MP ROTATORSIRRIGATION METHOD DESCRIPTION CHARTTBPOP-UP TREE BUBBLERSREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LIP-L&D330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209IRRIGATION NOTES AND LEGENDIR-31.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OFTHIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIRPROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.2.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORECOMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS AREAPPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BEREPORTED TO THE ENGINEER.3.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNINGWORK.4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREINBEFORE BEGINNING WORK.5.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TOBE INSTALLED WITHIN PLANTING AREAS.6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUSIN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WEREPREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY WORKOR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMEDNECESSARY BY THE ENGINEER.7.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLETO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.8.ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BYTHE UTILITIES DEPARTMENT WATER QUALITY STAFF AND THE ENGINEER.9.CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TOTHE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.10.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEELEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TOEASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVINGDETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.11.ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREASWHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THEINSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE.12.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARETO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES,BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURECOMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THEREPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.13.CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENTLOW HEAD DRAINAGE.14.THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER ANDRELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDSMEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLYWITH MANUFACTURER SPECIFICATIONS.IRRIGATION NOTESI HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN
REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LIP-L&D330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209IRRIGATION DETAILSIR-4I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLANPOP-UP SPRINKLER/BUBBLER HEADADETREE BUBBLER LAYOUTBSECTION VIEW - N.T.S.12" POP-UP HEAD SWING JOINT CONFIGURATIONTWELVE (12) INCH POP-UP SPRINKLER HEADSIX (6) INCH POP-UP SPRINKLER HEAD12"LEGEND AND PIPE INSTALLATION DETAILFINISHED GRADE AT DEPTH SHOWN ONPVC LATERAL LINE PIPE, TYPE AND SIZE ASSHOWN ON DRAWINGS, INSTALL BELOW1/2" SIZE WITH FIPT THREADSSCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL XAREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS.INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPEINSTALL HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS.INSTALL HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS.NOTE:GRADE IN SHRUB AND GROUND COVER AREASINSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHEDUNDISTURBED SOIL1/2"PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPTINLET AND OUTLET WITH A 12" LAY LENGTH, SAMEMANUFACTURER AS SPRINKLER HEAD. 6" POP-UPHEAD CONFIGURATION SHOWN.CGUNDISTURBED SOILROOT BALL OF TREE AMENDED BACKFILL MIX, SEE PLANTING PLANSDRIP LINE OF CANOPY TREE OR PALM6" POP-UP STREAM BUBBLER HEAD WITHA 90° ARC PATTERN THREE (3) STREAM BUBBLER NOZZLE, SEE THE LEGEND FOR ALL3/4" PVC LATERAL LINE PIPE FROM RCVREQUIRED COMPONENTS. ADJUST THENOZZLE STREAMS TO WET THE ROOT BALL S3/4" PVC LATERAL LINE PIPE3/4" PVC TEE FITTINGAND AMENDED SOIL AREA WITHOUT HITTING. PLAN VIEW - N.T.S.6"THE TRUNK OF THE TREE. SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION.SNOTE:POSITION MSBN-50Q STREAM BUBBLER HEADS 6" FROM THE ROOT BALL.FMASTER CONTROL VALVESECTION VIEW - N.T.S.2"2" MIN.FINISHED GRADEIN SHRUB AREAS2"24" WIRE LOOPS ANDPVC MAINLINE TO FLOW3M DBR/Y-6 WATERPROOFSENSOR, PIPE PER PLANSWIRE CONNECTORSLANDSCAPE FABRIC TO3/4" CRUSHED GRAVEL,4" MINIMUM DEPTHCOVER BOTTOM AND ALLSIDES OF VALVE BOXBRICK SUPPORTS,FOUR (4) REQUIREDELECTRIC MASTER CONTROLVALVE, SEE LEGEND FOR TYPEMIN.PCAND SPECIFICATIONSWIRE PATH TO CONTROLLER, IN CONDUITNOTE:FLOWUSE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX.LASCO #896 PVC UNIONSLIP X MIPT, SIZE PER RCV,2 REQUIRED FOR ASSEMBLYPVC MAINLINE FROMSUB-METER, USESCH 80 PVC 45° ELBOWSTO ACHIEVE MAINLINEDEPTH AS REQUIREDPLASTIC RECTANGULAR VALVE BOX WITH HINGED LID,T-COVER AND CAPTIVE STAINLESS STEEL BOLT ANDLOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENTHARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID.HFLOW SENSORSECTION VIEW - N.T.S.2" MIN.FINISHED GRADEIN SHRUB AREAS2"24" WIRE LOOPS AND3M DBR/Y-6 WATERPROOFWIRE CONNECTORSLANDSCAPE FABRIC TO3/4" CRUSHED GRAVEL,4" MINIMUM DEPTHCOVER BOTTOM AND ALLSIDES OF VALVE BOXBRICK SUPPORTS, 4 REQUIREDFLOW SENSOR, SEE LEGENDFOR BRAND, MODEL AND SIZEWIRE PATH TO CONTROLLERNOTE:FLOW4" MIN.10 PIPE DIA.5 PIPE DIA.USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX.PVC MAINLINE TO THEIRRIGATION SYSTEM. USE SCH 80 PVC 45° ELBOWS TO ACHIEVETHE MAINLINE DEPTH AS REQUIREDPVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGSWITHIN UPSTREAM OR DOWNSTREAM OF THE SENSOR AS SHOWNPLASTIC RECTANGULAR VALVE BOX WITH HINGED LID, T-COVERAND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX ATRIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS"ONTO LID.QUICK COUPLER VALVEREMOTE CONTROL VALVEBALL VALVECLLASCO "SLO-CLOSE" SCH. 80 PVC,BRICK SUPPORTS,FINISHED GRADE IN SHRUB AREASPVC IRRIGATION MAINLINE,6" DIAMETER PVC CL. 160 PIPE, ONE CUBIC FOOT OF3/4" CRUSHED GRAVEL6"THREE (3) REQUIREDTRU-UNION BALL VALVE, WITH PVCLENGTH AS REQUIRED, 12" MINIMUMSEE LEGEND FOR SPECIFICATIONSOCKET CONNECTIONS. SIZESOLVENT WELD PVC CONNECTIONSPER MANIFOLD MAINLINE2"SECTION VIEW - N.T.S.INSTALLED ON THE PROJECT.NOTE:PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES PLASTIC RECTANGULAR VALVE BOX WITH HINGED LID,T-COVER AND CAPTIVE STAINLESS STEEL BOLT ANDLOC-KIT. HEAT BRAND "BV" ONTO LID.CLQUICK COUPLING VALVE, SEEBRICK SUPPORTS, 3 REQUIREDFINISHED GRADE IN SHRUB AREASSCH 80 PVC SxSxT TEE FITTING,3"LEGEND FOR BRAND AND MODELMAINLINE x QCV INLET SIZE2"AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.PLASTIC 10" ROUND VALVE BOX WITH T-COVER HEAT BRAND "QCV" ONTO LID.LANDSCAPE FABRIC TO3/4" CRUSHED GRAVEL,4" MINIMUM DEPTHCOVER BOTTOM AND ALLSIDES OF VALVE BOXLASCO SNAP-LOK PVC SWINGJOINT W/ MALE BRASS STABILIZER1" QCV USE MODEL G13S-218ELBOW AND SNAP-LOK COLLARREBAR STAKES, 1/2" DIAMETER x24" LONG, TWO REQUIREDPVC MAINLINESEE LEGEND ANDSPECIFICATIONSNOTE:USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.PVC IRRIGATION MAINLINEFOR TYPE ANDDEPTH REQUIREDSECTION VIEW - N.T.S.USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.2"2" MIN.FINISHED GRADE IN SHRUB AREAS2"BRICK SUPPORTS,FOUR (4) REQUIREDLASCO #896 PVC UNIONSLIP X MIPT, SIZE PER RCV,MIN.PCPVC MAINLINE PIPE RISER*, LENGTH AS REQUIRED3/4" CRUSHED GRAVEL,4" MINIMUM DEPTHSCH. 80 PVC 90° ELL FITTING*LANDSCAPE FABRIC TOCOVER BOTTOM AND ALLSIDES OF VALVE BOXELECTRIC REMOTE CONTROLVALVE, SEE LEGEND FOR TYPETAPE WIRES TO RISER USINGBLACK ELECTRICAL TAPELATERAL LINE, SIZE PER PLANS, TYPE PVC PIPE, AS 24" WIRE LOOPS AND3M DBR/Y-6 WATERPROOFWIRE CONNECTORSPVC MAINLINE PIPE*SCH. 80 PVC TEE OR 90° ELLFITTING ON MAINLINE,ID
VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1NOTE:PER LEGENDTWO (2) PER ASSEMBLYMAINLINE SIZE X RCV X RCV (TEE)OR MAINLINE SIZE X RCV (ELL)* ABOVE INDICATES SIZE PER RCVSECTION VIEW - N.T.S.PLASTIC RECTANGULAR VALVE BOX (SIZE AS REQUIRED)WITH HINGED LID, T-COVER AND CAPTIVE STAINLESSSTEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLETO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV"AND CONTROL STATION # ONTO LID.POP-UP HEAD, 6" HEIGHT, FOR TREE AND SHRUB BUBBLERS.SEE LEGEND FOR BRAND, MODEL, FEATURES, ANDNOZZLES REQUIRED. SPRINKLER INLET HAS 1/2" NPTTHREADS.USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.2" MIN.FINISHED GRADE IN SHRUB AREAS2"HEAT BRAND "SM" ONTO LID. T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. BRICK SUPPORTS,FOUR (4) REQUIREDSPEARS SCH 80 PVC (SLIP)X BRASS (FIPT) FEMALE3/4" CRUSHED GRAVEL,4" MINIMUM DEPTHLANDSCAPE FABRIC TOCOVER BOTTOM AND ALLSIDES OF VALVE BOXFINISHED GRADE IN TURF AREASIRRIGATION POINT OFCONNECTION, SEE PLANSPVC PIPE FROMFOR SIZE AND TYPEADAPTER TRANSITION FITTING.SECTION VIEW - N.T.S.SIZE PER METER, TWO REQUIREDPRIVATE IRRIGATION SUB-METER, SEE LEGEND FORBRAND, MODEL AND SIZEBRASS UNION AND MALE TAILPVC MAINLINE PIPE TOPIECE AS PART OF METERTHE IRRIGATION SYSTEMDOWNSTREAM OF THE SUB-METER, PER THE MANUFACTURER'S REQUIREMENTS.INSTALL THE SUB-METER WITH A MINIMUM OF 10 "PIPE DIAMETERS" CLEAR PIPE UPSTREAM ANDNOTE:SUB-METER LAYOUT
REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LIP-L&D330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209IRRIGATION DETAILSIR-5I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLANITHRUST BLOCKSMPIPE INSTALLATIONKSLEEVE INSTALLATIONLWIRE CONNECTIONNVALVE BOX LAYOUTOSECTION VIEW - N.T.S.SIZES 3" AND 4" SIZES 3/4" TO 2 1/2"PIPE SIZESAFINISH SOIL GRADEABCDDDDDIRRIGATION NON-PRESSURE LATERAL LINEIRRIGATION PRESSURE MAINLINELOW VOLTAGE CONTROL WIRES,IN CONDUIT IF SPECIFIED ON LEGENDUNDISTURBED SITE SOILCLEAN, COMPACTED BACKFILL SOIL,CLEAN SOIL PIPE BEDDING, SEE CHARTSEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART12"18"B18"24"C18"24"D4"4"SIZES 6" AND LARGER30"24"6"SEE SPECIFICATIONSSECTION VIEW - N.T.S.ALL SIZES UNDER PEDESTRIAN PAVINGPIPE SIZESAPAVING, SEE SITE PLANSABCDDDDDIRRIGATION LATERAL LINE IN SLEEVEIRRIGATION MAINLINE IN SLEEVELOW VOLTAGE CONTROL WIRES,OR CONDUIT, IN SLEEVEUNDISTURBED SITE SOILSAND BACKFILL COMPACTED TOCLEAN SOIL PIPE BEDDING, SEE CHARTSEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART12"B24"C24"D4"ALL SIZES UNDER VEHICULAR PAVING36"36"6"EQUAL DENSITY OF EXISTING SOILOR PAVING BASE MATERIAL24"SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHENSLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER.USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE.NOTE:45 DEGREE ELLUSING BLACK PIPE TAPEWRAP PLASTIC FITTINGS1 CUBIC FT OF CONCRETETHRUST BLOCKS TO BE PORTLAND CEMENT 420-C-2000ALL CONCRETE TO BETEEUNDISTURBED SOILCONCRETE THRUSTUNDISTURBED SOILMAINLINE PIPEBLOCK, TYPICAL 90 DEGREE ELLMAINLINE PIPEBLOCK, TYPICALCONCRETE THRUSTPLAN VIEW - N.T.S.12"12"12" REVIEW AND APPROVAL BY THE ENGINEER.5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR QCV BOX, TYPICAL18"12"BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE ENGINEER.NOTE:VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALLALIGN BOX EDGESVALVE BOX, TYPICALBALL VALVE BOX, TYPICALEDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING18" COLLAPSE AND / OR DEFORMATION OF VALVE BOXES.4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY ENGINEER.2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE FACILITATE SERVICING OF THE VALVE OR EQUIPMENT.1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE.NOTE:PLAN VIEW - N.T.S.QCVRCVA13RCVA15RCVA14BVGROUNDING RODJ5/8" X 96" COPPER CLAD GROUNDBRICK SUPPORTS, 3 REQUIREDFINISHED GRADE IN SHRUB AREASROD INSTALLED INTO COMPACTED2"AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.PLASTIC 10" ROUND VALVE BOX WITH T-COVER HEAT BRAND "GRD" ONTO LID.FILL 1/2 OF VALVE BOX WITH COMPACTED SITE SOILBARE COPPER GROUND WIRE (#6) CONNECT TOROD W/ BRASS CLAMP OR "CAD WELD" IN PLACESITE SOIL PRIOR TO SETTING BOXNATIVE OR UNDISTURBED SITE SOILBARE #6 COPPER GROUND WIRE FROM CONTROLLER (8' MIN.)NOTE:A MINIMUM OF ONE GROUND ROD SHALL BE INSTALLED PER CONTROLLER. SEE LEGEND,DETAILS AND SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS.SECTION VIEW - N.T.S.SECTION VIEW - N.T.S.KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL.WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT.NOTE:INSERTED INTO TUBE UNTIL THESCOTCHLOK CONNECTOR AND WIRESCONNECTOR PASSES LOCK TABSSILICONE WATERPROOF GELPOLY TUBE PRE-FILLED WITH 100%ONCE CONNECTOR IS INSERTEDLOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRINGCONNECTOR. WIRES SHALL BEPRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY.IS INSERTED INTO TUBEWIRES PASS THROUGH GROOVES INTUBE LID TO ALLOW LID TO CLOSECLOSE TUBE LID AFTER WIRELOW VOLTAGE WIRES, 3 MAXIMUMWEATHER STATION INSTALLATION PSECTION VIEW - N.T.S.CONTROLLER ENCLOSURE 3" WIDER AND LONGERCONCRETE FOOTING3" PVC CONDUIT/SWEEP FORFOR COMMUNICATION CABLE1 1/4" PVC CONDUIT/SWEEPTO OTHER CONTROLLERS (IF REQ.)FLOW SENSOR/MCV WIRES (IF REQ.)1" PVC CONDUIT/SWEEP FORINDOORFINISHEDAND RECEPTACLEPOWER SWITCHCONTROLLERTERMINAL STRIP FORREMOTE CONTROL VALVEWIRE CONNECTIONSSTAINLESS STEEL, 18"SWEEP FOR ELECTRIC1 1/4" PVC CONDUIT/SERVICE1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ.)FOR TELEPHONE LINE (IF REQ.)1" PVC CONDUIT/SWEEPBACKBOARDSTAINLESS STEELTHAN ENCLOSUREMINIMUM 8" THICKGRADESWEEP FOR GROUND WIRE1 1/4" PVC CONDUIT / METERED CONTROLLER ENCLOSURE NEMA 3R OR 24" WIDE FRONT ENTRYRAINPROOF RATED
NATIVE TREE PLANT LISTSYMBOLBOTANICAL NAMECOMMON NAMESIZETREESWUCOLSQUERCUS AGRIFOLIACOAST LIVE OAK24'' BOXVLPLATANUS RACEMOSAWESTERN SYCAMORE24" BOXLABBV.T-2T-1PPPPXXXXXXXXXXXXXXXXXXXXXTTATT TT
TREE PLANTING PLANLP-12T-25T-13T-2NOTES:1.REFER TO SHEET LP-'5' & '6' FORTHE PLANT LISTS, NOTES &DETAILS.2.REFER TO SHEET LP-'3' & '4' FORTHE SHRUB PLANTING PLAN.REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LPP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 092092T-22T-10'SCALE:1" = 20'-0"10'20'40'80'A1T-24T-1DENOTES MULCHAND NOTED ONSHEET LP-5DENOTES ROOTCONTROL BARRIERTYP.
NATIVE TREE PLANT LISTSYMBOLBOTANICAL NAMECOMMON NAMESIZETREESWUCOLSQUERCUS AGRIFOLIACOAST LIVE OAK24'' BOXVLPLATANUS RACEMOSAWESTERN SYCAMORE24" BOXLABBV.T-2T-1PPPPTTTATREVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LPP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209TREE PLANTING PLAN6T-13T-1LP-2NOTES:1.REFER TO SHEET LP-'5' & '6' FORTHE PLANT LISTS, NOTES &DETAILS.2.REFER TO SHEET LP-'3' & '4' FORTHE SHRUB PLANTING PLAN.0'SCALE:1" = 20'-0"10'20'40'80'B2T-21T-27T-1DENOTES MULCHAND NOTED ONSHEET LP-5DENOTES ROOTCONTROL BARRIERTYP.
SHRUBSGRASSES & ACCENTSACHILLEA MILLEFOLIUMYARROW1 GALLARCTOSTAPHYLOS HOOKERI 'SUNSET'MANZANITA5 GALLARTEMISIA CALIFORNICACOASTAL SAGE BRUSH5 GALVLBACCHARIS PILULARISCOYOTE BRUSH1 GALLCEANOTHUS THYRS. REPENSLOW BLUE BLOSSOM1 GALLCEROCARPUS BETULOIDESMOUNTAIN MAHOGANY5 GALLCUCURBITA PALMATACOYOTE MELON1 GALLENCELIA CALIFORNICABUSH SUNFLOWER5 GALVLERIOGONUM FASCICULATUMCALIFORNIA BUCKWHEAT5 GALVLGARRYA ELLIPTICA 'JAMES ROOF'COAST SILK TASSEL5 GALLHETEROMELES ARBUTIFOLIATOYON5 GALVLKECKIELLA CORDIFOLIAHEART LEAVED KECKIELLA5 GALVLLEPECHINIA CALYCINAPITCHER SAGE1 GALLMALACOTHAMNUS FASCICULATUSCHAPARRAL MALLOW5 GALVLMYRICA CALIFORNICAPACIFIC WAX MYRTLE5 GALLRHUS INTEGRIFOLIALEMONADE BERRY5 GALVLRHUS OVATASUGAR BUSH5 GALVLRIBES AUREUM GRACILLIMUMWILD GOLDEN CURRANT5 GALVLROMNEYA COULTERIMATILIJA POPPY1 GALVLARCTOSTAPHYLOS 'PACIFIC MIST'PACIFIC MIST MANZANITA1 GALLARCTOSTAPHYLOS PUNGENSPOINTLEAF MANZANITA5 GALVLROSA CALIFORNICA CALIFORNIA WILD ROSE5 GALLSALVIA APIANAWHITE SAGE5 GALVLSALVIA CLEVELANDIICLEVELAND SAGE5 GALVLSALVIA SPATHACEAHUMMINGBIRD SAGE1 GALLSOLDAGO VELUTINA CALIFORNICACALIFORNIA GOLDEN ROD5 GALLSAMBUCUS MEXICANABLUE ELDERBERRY5 GALLTRICHOSTEMA LANATUMWOOLY BLUECURLS5 GALVLLATHYRUS VESTITUSCOMMON PACIFIC PEA1 GALLHESPEROYUCCA WHIPPLEICHAPARRAL YUCCA5 GALLJUNCUS PATENSCAPE RUSH1 GALLMUHLENBERGIA RIGENSDEER GRASS5 GALLOPUNTIA LITTORALISCOAST PRICKLY PEAR5 GALVLSISYRINCHIUM BELLUMBLUE-EYED GRASS1 GALLNATIVE SHRUB PLANT LISTSYMBOLBOTANICAL NAMECOMMON NAMESIZEWUCOLSABBV.S-1S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13S-14S-16S-17S-18S-19S-20S-21S-22S-2S-3S-23S-24S-25S-26S-27S-28S-29S-15G-1G-2G-3G-4G-5PPPPXXXXXXXXXXXXXXXXXXXXXTTATT TT
3S-63S-213G-23S-253G-17G-22S-272S-73G-45G-32S-2713S-264G-138S-16G-24S-262S-174S-262S-33S-255S-273S-263S-263G-12G-17S-2644S-13S-275S-263S-52G-115S-15S-77G-311S-263S-71S-2011S-11G-42S-22S-21G-41S-24S-141G-32S-21S-198S-52S-252S-233S-191S-201G-12S-132S-171S-201S-92S-52S-71S-72S-51S-155S-51S-156S-71S-82S-238S-72S-243S-251S-181S-124S-293S-182S-23S-71S-92S-241G-42S-72S-162S-75S-73S-32S-71S-91S-222S-113S-21S-123S-232S-71S-122S-211S-271S-81S-192S-271S-271S-1312S-42S-52S-81S-191S-221S-289G-5REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LPP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209SHRUB PLANTING PLANLP-3NOTES:1.REFER TO SHEET LP-'5' & '6' FORTHE PLANT LISTS, NOTES &DETAILS.2.REFER TO SHEET LP-'1' & '2' FORTHE TREE PLANTING PLANS.PLANTING CALLOUT NOTES:1.PLANTING CALLOUTS HEREON ARE INTENDED TOPROVIDE CLARIFICATION FOR SMALL SYMBOLS.2.CALLOUTS ARE NOT PROVIDED FOR ALL PLANTSTO AVOID CONFUSION.3.REFER TO SHEET LP-5 FOR PLANT QUANTITIES,SYMBOLS, AND SIZES OF ALL PLANTS FOR THEENTIRE PROJECT.0'SCALE:1" = 20'-0"10'20'40'80'A
SHRUBSGRASSES & ACCENTSACHILLEA MILLEFOLIUMYARROW1 GALLARCTOSTAPHYLOS HOOKERI 'SUNSET'MANZANITA5 GALLARTEMISIA CALIFORNICACOASTAL SAGE BRUSH5 GALVLBACCHARIS PILULARISCOYOTE BRUSH1 GALLCEANOTHUS THYRS. REPENSLOW BLUE BLOSSOM1 GALLCEROCARPUS BETULOIDESMOUNTAIN MAHOGANY5 GALLCUCURBITA PALMATACOYOTE MELON1 GALLENCELIA CALIFORNICABUSH SUNFLOWER5 GALVLERIOGONUM FASCICULATUMCALIFORNIA BUCKWHEAT5 GALVLGARRYA ELLIPTICA 'JAMES ROOF'COAST SILK TASSEL5 GALLHETEROMELES ARBUTIFOLIATOYON5 GALVLKECKIELLA CORDIFOLIAHEART LEAVED KECKIELLA5 GALVLLEPECHINIA CALYCINAPITCHER SAGE1 GALLMALACOTHAMNUS FASCICULATUSCHAPARRAL MALLOW5 GALVLMYRICA CALIFORNICAPACIFIC WAX MYRTLE5 GALLRHUS INTEGRIFOLIALEMONADE BERRY5 GALVLRHUS OVATASUGAR BUSH5 GALVLRIBES AUREUM GRACILLIMUMWILD GOLDEN CURRANT5 GALVLROMNEYA COULTERIMATILIJA POPPY1 GALVLARCTOSTAPHYLOS 'PACIFIC MIST'PACIFIC MIST MANZANITA1 GALLARCTOSTAPHYLOS PUNGENSPOINTLEAF MANZANITA5 GALVLROSA CALIFORNICA CALIFORNIA WILD ROSE5 GALLSALVIA APIANAWHITE SAGE5 GALVLSALVIA CLEVELANDIICLEVELAND SAGE5 GALVLSALVIA SPATHACEAHUMMINGBIRD SAGE1 GALLSOLDAGO VELUTINA CALIFORNICACALIFORNIA GOLDEN ROD5 GALLSAMBUCUS MEXICANABLUE ELDERBERRY5 GALLTRICHOSTEMA LANATUMWOOLY BLUECURLS5 GALVLLATHYRUS VESTITUSCOMMON PACIFIC PEA1 GALLHESPEROYUCCA WHIPPLEICHAPARRAL YUCCA5 GALLJUNCUS PATENSCAPE RUSH1 GALLMUHLENBERGIA RIGENSDEER GRASS5 GALLOPUNTIA LITTORALISCOAST PRICKLY PEAR5 GALVLSISYRINCHIUM BELLUMBLUE-EYED GRASS1 GALLNATIVE SHRUB PLANT LISTSYMBOLBOTANICAL NAMECOMMON NAMESIZEWUCOLSABBV.S-1S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13S-14S-16S-17S-18S-19S-20S-21S-22S-2S-3S-23S-24S-25S-26S-27S-28S-29S-15G-1G-2G-3G-4G-5PPPPTTTAT3G-413G-25G-216S-14G-23S-244G-22S-312S-73G-12G-31G-31G-35G-34G-21G-12G-18S-54S-515G-22G-415G-52G-12G-116S-112S-16S-55S-2715S-14S-53S-23S-21G-44S-76S-78S-53S-66S-54S-104S-104S-62G-44S-102S-53S-22S-32S-51S-212S-84G-22S-21S-123S-241S-153S-21G-1REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LPP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209SHRUB PLANTING PLANLP-4NOTES:1.REFER TO SHEET LP-'5' & '6' FORTHE PLANT LISTS, NOTES &DETAILS.2.REFER TO SHEET LP-'1' & '2' FORTHE TREE PLANTING PLANS.PLANTING CALLOUT NOTES:1.PLANTING CALLOUTS HEREON ARE INTENDED TOPROVIDE CLARIFICATION FOR SMALL SYMBOLS.2.CALLOUTS ARE NOT PROVIDED FOR ALL PLANTSTO AVOID CONFUSION.3.REFER TO SHEET LP-5 FOR PLANT QUANTITIES,SYMBOLS, AND SIZES OF ALL PLANTS ON THEENTIRE PROJECT.0'SCALE:1" = 20'-0"10'20'40'80'B
NATIVE TREE PLANT LISTSYMBOLBOTANICAL NAMECOMMON NAMESIZETREESSHRUBSGRASSES & ACCENTSWUCOLSQUERCUS AGRIFOLIACOAST LIVE OAK24'' BOXVLACHILLEA MILLEFOLIUMYARROW1 GALLARCTOSTAPHYLOS HOOKERI 'SUNSET'MANZANITA5 GALLARTEMISIA CALIFORNICACOASTAL SAGE BRUSH5 GALVLBACCHARIS PILULARISCOYOTE BRUSH1 GALLCEANOTHUS THYRS. REPENSLOW BLUE BLOSSOM1 GALLCEROCARPUS BETULOIDESMOUNTAIN MAHOGANY5 GALLCUCURBITA PALMATACOYOTE MELON1 GALLENCELIA CALIFORNICABUSH SUNFLOWER5 GALVLERIOGONUM FASCICULATUMCALIFORNIA BUCKWHEAT5 GALVLGARRYA ELLIPTICA 'JAMES ROOF'COAST SILK TASSEL5 GALLHETEROMELES ARBUTIFOLIATOYON5 GALVLKECKIELLA CORDIFOLIAHEART LEAVED KECKIELLA5 GALVLLEPECHINIA CALYCINAPITCHER SAGE1 GALLMALACOTHAMNUS FASCICULATUSCHAPARRAL MALLOW5 GALVLMYRICA CALIFORNICAPACIFIC WAX MYRTLE5 GALLRHUS INTEGRIFOLIALEMONADE BERRY5 GALVLRHUS OVATASUGAR BUSH5 GALVLRIBES AUREUM GRACILLIMUMWILD GOLDEN CURRANT5 GALVLROMNEYA COULTERIMATILIJA POPPY1 GALVLARCTOSTAPHYLOS 'PACIFIC MIST'PACIFIC MIST MANZANITA1 GALLARCTOSTAPHYLOS PUNGENSPOINTLEAF MANZANITA5 GALVLROSA CALIFORNICA CALIFORNIA WILD ROSE5 GALLSALVIA APIANAWHITE SAGE5 GALVLSALVIA CLEVELANDIICLEVELAND SAGE5 GALVLSALVIA SPATHACEAHUMMINGBIRD SAGE1 GALLSOLDAGO VELUTINA CALIFORNICACALIFORNIA GOLDEN ROD5 GALLSAMBUCUS MEXICANABLUE ELDERBERRY5 GALLTRICHOSTEMA LANATUMWOOLY BLUECURLS5 GALVLLATHYRUS VESTITUSCOMMON PACIFIC PEA1 GALLHESPEROYUCCA WHIPPLEICHAPARRAL YUCCA5 GALLJUNCUS PATENSCAPE RUSH1 GALLMUHLENBERGIA RIGENSDEER GRASS5 GALLOPUNTIA LITTORALISCOAST PRICKLY PEAR5 GALVLSISYRINCHIUM BELLUMBLUE-EYED GRASS1 GALLQUANTITY1116726210656312243424263622697101150211432665221424PLATANUS RACEMOSAWESTERN SYCAMORE24" BOXL27NATIVE SHRUB PLANT LISTSYMBOLBOTANICAL NAMECOMMON NAMESIZEWUCOLSQUANTITYABBV.ABBV.T-2S-1S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13S-14S-16S-17S-18S-19S-20S-21S-22S-2S-3S-23S-24S-25S-26S-27S-28S-29S-15G-1G-2G-3G-4G-5T-1REVISIONSDATENO.FILE No.SCALE:BASIS OF BEARINGSBENCH MARKAPPROVED BY:DRAWING NAME:PROJECT No.SHEET OF 14241-01_LPP330607CITY OF SAN JUAN CAPISTRANONORTHWEST OPEN SPACE SJC COMMUNITY PARKCIP 09209PLANT LISTS & NOTESPLANTING PLAN NOTES1.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANTMATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.2.UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BEINSTALLED PRIOR TO PLANTING OPERATIONS.3.ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THEBACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS.4.PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES ANDQUANTITIES BY PLAN CHECK.5.SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TOINCORPORATION. CONTRACTOR SHALL FURNISH TO THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATEOF COMPLIANCE FOR SUCH FURNISHED MATERIALS.6.LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE ENGINEER PRIOR TO INSTALLATION.7.AMENDMENTS ARE, AS INDICATED IN THE SPECS. FOR BIDDING PURPOSES. CONTRACTOR SHALL PROPOSE ONAMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR SHALL OBTAIN AGRICULTURAL SOILSTESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION.8.TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES.9.TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER ASAPPROVED BY THE ENGINEER.10.IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTORSHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE ENGINEER TO DISCUSS ALTERNATIVE TOMAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES.11.ALL SHRUB AREAS TO RECEIVE 2" THICK LAYER OF 'FOREST FLOOR' WOOD MULCH AVAILABLE AT AGUINAGA FERTILIZERCO., IRVINE, CA (949) 786-9558. MULCH SHALL BE EVENLY SPREAD THROUGHOUT ALL PLANTER AREAS AT A 2" MINIMUMDEPTH. MULCH SHALL BE APPROVED BY ENGINEER PRIOR TO START OF WORK.12.ALL NON-BIOSWALE PLANTING AREAS SHALL RECEIVE WEED CONTROL FABRIC. WEED CONTROL FABRIC SHALL BE BIOBARRIER II FABRIC, AVAILABLE FROM REMAY, INC. 800-382-8467 OR AN APPROVED EQUAL.LP-5A. EXISTING TREE PRESERVATION: A CERTIFIED CITY OF SAN JUAN CAPISTRANO ARBORIST SHALL BE INVITED TOTHE PROJECT JOB START MEETING. THE TREE PRESERVATION REQUIREMENTS MUST BE ADHERED TO BYTHE CONTRACTOR.1.NO EQUIPMENT IS TO BE OPERATED OR PARKED UNDER A TREE, NOR SHALL ANY MATERIALS BE STORED WITHINTHE DRIPLINE OF A TREE OR LEANED AGAINST A TREE TRUNK. DO NOT PILE OR COMPACT SOIL WITHIN THEDRIPLINE.2.IN AREAS OF CONSTRUCTION, PROTECT SOIL SURFACE FROM TRAFFIC COMPACTION WITH 3" OF MULCH OROVERLAPPING 3/4" PLYWOOD.3.NO SURFACE IRRIGATION SHALL BE INSTALLED WITHIN THE DRIPLINE OF A TREE.4.NO CHEMICAL HERBICIDES ARE TO BE USED WITHIN 100 FEET OF A DRIPLINE.5.DO NOT NAIL GRADE STAKES OR ANYTHING ELSE TO TREES.6.ENCROACHMENT FROM PAVING OR STRUCTURES WITHIN THE DRIPLINE OF A TREE SHALL BE PERMITTED ONLYWITH WRITTEN AUTHORIZATION FROM THE CERTIFIED CITY OF POMONA ARBORIST.7.NO ENCROACHMENT WITHIN 10 FEET OF A TREE TRUNK WILL BE PERMITTED UNDER AN CIRCUMSTANCES.8.NO STREET - LEGAL VEHICLES WITHIN PARK. ALL EQUIPMENT AND TOOLS USED WITHIN PARK SHALL BE LIGHTWEIGHT (LESS THAN 500 LBS PER AXEL WITH TWO TIRES OR EQUIVALENT). HAND OPERATED AND DESIGNATED TOMINIMIZE DISRUPTED AREA.B. OAK TREE PRESERVATION: ALL WORK AROUND ALL EXISTING OAK TREES AND ALL OTHER TREES SHALL FOLLOW THISWORK PROCEDURES PROGRAM. THIS PROGRAM HAS BEEN DEVELOPED TO MINIMIZE THE IMPACTS TO EACH TREE ANDPROTECT THEM FROM UNSCHEDULED DAMAGE. IN ADDITION, REFER TO SPECS. FOR ADDITIONAL TREE PROTECTIONINFORMATION.1.ALL WORK WITHIN A TREE'S ROOT ZONE SHALL BE OBSERVED BY THE CERTIFIED CITY OF POMONA ARBORIST.2.THE EXTENT OF ALL AFFECTING OAKS SHALL BE STAKED BY FIELD SURVEY AND REVIEWED WITH THE CERTIFIEDCITY OF POMONA ARBORIST.3.ALL APPROVED PRUNING OF OAKS SHALL BE DONE BY THE CERTIFIED CITY OF POMONA ARBORIST PRIOR TO THESTART OF CONSTRUCTION.4.HAND DIG A VERTICAL TRENCH AT THE FINAL CUT LINE TO FINAL GRADE AND CLEANLY CUT ANY ROOTSENCOUNTERED AND SEAL WITH APPROVED TREE SEALANT. THIS PROCEDURE WILL PROTECT THE ROOT SYSTEMFROM UNNECESSARY DAMAGE BY EXCAVATION EQUIPMENT.5.A FIVE (5) FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE CONSTRUCTED AT THE LIMIT OF APPROVED WORKPROTECT THE TREES AND SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.6.NO FURTHER WORK WITHIN THE ROOT ZONE SHALL BE DONE BEYOND THAT WHICH WAS APPROVED, WITHOUTOBTAINING WRITTEN APPROVAL FROM THE CERTIFIED CITY OF POMONA ARBORIST PRIOR TO PROCEEDING.7.THE AREA WITHIN THE CHAIN LINK FENCE SHALL NOT BE USED FOR MATERIAL, EQUIPMENT STORAGE OR PARKINGDURING CONSTRUCTION.8.DURING CONSTRUCTION, THE IMPACTED TREES SHALL BE CLOSELY MONITORED TO FURTHER MITIGATE SHOCKSYMPTOMS IF THEY OCCUR. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE TEMPORARY WATER TO IRRIGATEAND WASH THE DUST FROM FOLIAGE IF NEEDED. CONTACT THE CERTIFIED CITY OF POMONA ARBORIST IF ADECLINE IN TREE CONDITION IS NOTED.C. IF A TREE THAT IS DESIGNATED TO REMAIN IS REMOVED OR CAUSED TO BE IRREVERSIBLY DAMAGED, AS DETERMINEDBY THE CERTIFIED CITY ARBORIST, A REPLACEMENT TREE MATCHING IN SIZE, QUALITY AND VARIETY SHALL BEINSTALLED USING AN INSTALLER DESIGNATED BY THE CITY ARBORIST.** CITY ARBORIST / TREE EXPERT SHALL OVERSEE ALL CONSTRUCTION PHASES OF THE PARK.TREE PRESERVATION NOTES
REVISIONS DATE NO.
FILE No.SCALE:
BASIS OF BEARINGS BENCH MARK APPROVED BY:DRAWING NAME:
PROJECT No.
SHEET OF
14241-01_LPD
33
0607
CITY OF SAN JUAN CAPISTRANO
NORTHWEST OPEN SPACE
SJC COMMUNITY PARK CIP 09209
PLANTING DETAILS LP-6