MUSICAL PLAY ZONE
PERCUSSION PLAY - PERCUSSION CAJON BOXPERCUSSION PLAY - SANSA RIMBA
BURKE - NOVO TEARDROP COUNTER CLIMBER
5-12 YR OLD ZONE
LSI - 5-12 YR OLD COMPOSITE PLAY STRUCTUREBURKE - ORB ROCKERLSI - SINGLE POST SWING SET W/ (2) BELT, (1) HALF BUCKET & (2) MOLDED BUCKET SEATS
BURKE - VOLTA INCLUSIVE SPINNERLSI - COMMUNICATION BOARD A3A1A2
B1B2
C3C1C2D3D1D2D4D5
A
D4.1
B
D4.1
D
D4.1
A
D4.2
C
D4.2
E
D4.2
F
D4.2
D
D4.2
A-D
D4.3
B
D4.4
E
D4.4
C
D4.4
B3 LSI - AUQA SHPERES
B
D4.2
SIGNAGE
F1
F2
F3
LSI - 2-5 YR OLD WELCOME SIGNLSI - DONOR PANELLSI - DOG WALK SIGNLSI - 5-12 YR OLD WELCOME SIGNLSI - PARK ENTRY SIGNLSI - MUSICAL/SENSORY AREA SIGN B/E
D4.7
C/F
D4.7
A/D
D4.7
F4F5F6
B/E
D4.7
A/D
D4.7
A/D
D4.7
A-D
D4.5
A/D
D4.4
SYM DESCRIPTION DTL REF
FLEXGRASS SYNTHETICS TURF, REFER TO SPECIFICATIONS
DECOMPOSED GRANITEBIO-RETENTION AREA - REFER TO PLANTING PLAN AND
SPECIFICATIONS
RESILIENT SURFACING WITH AGGREGATE BASE
MATERIAL LEGEND
CONCRETE - PEDESTRIAN
LANDSCAPE AREA - REFER TO PLANTING PLAN AND
SPECIFICATIONSSCORE JOINTEXPANSION JOINT
42" TALL ORNAMENTAL FENCE/GUARDRAIL
RESILIENT SURFACING OVER SLOPED CONCRETE BASEDUMOR BENCH WITHOUT BACK, REFER TO SPECIFICATIONS
TRASH & RECYCLING CONTAINER, REFER TO SPECIFICATIONS
PICNIC TABLE, 4 STANDARD SEATS + 1 ADA SPACE, W/
EMBEDDED CONCRETE FOOTING, REFER TO SPECIFICATIONS
UPC PARKS TREASURE CHEST ENTRY SCULPTURE, REFER TO
SPECIFICATIONS
DRINKING FOUNTAIN, REFER TO SPECIFICATIONS
GAME TABLE, 2 SEATS, W/ EMBEDDED CONCRETE FOOTING,
REFER TO SPECIFICATIONS
12" WIDE CONCRETE EDGEBAND
24" WIDE CONCRETE SEATWALL
BANNER POLE, REFER TO SPECIFICATIONS
6" WIDE CONCRETE CURB
31265978
1210
11 A,B,C
D2.1
I
D2.1M/LD2.1 ND2.1
F
D1.1
J
D2.1
A
D2.1
H-K
D3.1
E
D3.1
H
D2.1
F
D2.1
E
D2.1
G
D2.1
A
D3.1
J
D3.1
E
D4.1
B,D
D3.1
C
D4.1
F
D3.1
C
D3.1
PET WASTE STATION, REFER TO SPECIFICATIONS
4 12" WIDE CONCRETE CURB
BARK MULCH, REFER TO SPECIFICATIONS
18" WIDE CONCRETE EDGE BAND WITH TOP CAST #25 EXPOSED
AGGREGATE FINISH, INTEGRAL COLOR JET BLACK, OR EQUAL
G
D4.1
12" WIDE CONCRETE TALL CURB
6" WIDE CONCRETE EDGEBAND
131415
METAL LANDSCAPE EDGING, REFER TO SPECIFICATIONS
P
D2.1
16 GUARDRAIL WITH HANDRAIL I, GD3.1
D
D2.1
E
D2.1
3/4" SUBDRAIN TRENCH DRAIN ROCK, REFER TO SPECIFICATIONS O
D2.1
LIMIT OF WORK
CONSTRUCTION FENCE
EXISTING FENCE
NATURAL TURF
A4 LSI - ROLLER SLIDE
A
D4.6
C4 KINDER BELLS
B
D4.6
D6 BERLINER- O' TANNEBAUM
C
D4.6 F
D4.1
444
Item 8 I.
14" 18"24"14" 18" LF3 AT3 LF1 CO
1 CS 17 RV11 PF 27 AE4 GL5 PF20 EC12 AE 16 BG16
X X X X X X X X X X X X X X
X
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X
X
X
X
X
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X
X X
X
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X
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X X X X X X X X X X X X X X X X X
X
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X
X
X
X
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X
X X X X
X
X
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X
X
X
X
X X X X X X X X
MATCHLINE - REFER TO PLAN L10.2
MATCHLINE - REFER TO PLAN L10.1 MATCHLINE - REFER TO PLAN L10.2 MATCHLINE - REFER TO PLAN L10.1 CS29EC 8 PF 10 GL6 GL 17 MR8 PF3 AE3 BG
8 PF5 PF4 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE TREASURE COVE PLAYGROUND AT JADE STREET PARK 4400 JADE STREET CAPITOLA, CA. 95010 65% SUBMITTAL 8/16/24 95% SUBMITTAL 12/13/24 100% BID SUBMITTAL 05/23/25 05/23/25#2300302 100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLANTING PLAN AZ,AR BD/ DM 1"=10'-0" L10.1 PLANTING PLAN NORTH 0' 5' 10' 20' 30' PLANTING NOTES PLANTING LEGEND TREES COMMENTS CO 3 24" BOX CERCIS CANADENSIS EASTERN REDBUD 20'-0" O.C. SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ DTL REF E/C D6.1 E/C D6.1 SYM DESCRIPTION LEGEND LF 3 24" BOX LYONOTHAMNUS FLORIBUNDUS SPP. ASPLENIIFOLIUS FERNLEAF CATALINA IRONWOOD 30'-0" O.C. SHRUBS OTHER NATURAL TURF - REFER TO SPECIFICATIONS MULCH - REFER TO SPECIFICATIONS. LIMIT OF WORK CONSTRUCTION FENCE WU COLS L 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE JUTE NETTING FOR SOIL STABILIZATION IN AREA WHERE THE GRADIENT IS GREATER THAN 3:1L AE 23 5 GAL ARCTOSTAPHYLOS EDMUNDSII 'BIG SUR' CARMEL SUR MANZANITA 6'-0" O.C.
AD6.1
L AT
4 1 GAL AGAVE ATTENUATA FOX TAIL AGAVE 5'-0" O.C.
AD6.1
L BG 24 1 GAL BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 5'-0" O.C.
AD6.1
L CS 46 5 GAL CALANDRINIA SPECTABILIS 'SHINING PINK' SHINING PINK ROCK PURSLANE 3'-0" O.C.
AD6.1
L CT 25 1 GAL CHONDROPETALUM TECTORUM DWARF CAPE RUSH 4'-0" O.C.
AD6.1
L EC 20 5 GAL EPILOBIUM CANUM ' CATALINA' CATALINA CALIFORNIA FUCHSIA 5'-0" O.C.
AD6.1
L GL 29 1 GAL GREVILLEA LANIGERA 'COASTAL GEM' COASTAL GEM WOOLLY GREVILLEA 5'-0" O.C.
AD6.1
L JP 10 1 GAL JUNCUS PATENS CALIFORNIA GREY RUSH 2'-0" O.C.
AD6.1
L LC 19 1 GAL LOMANDRA CONFERTIFOLIA RUBIGINOSA 'SEASCAPE' LOMANDRA 'SEASCAPE' 3'-0" O.C.
AD6.1
L MR 8 1 GAL MUHLENBERGIA RIGENS DEER GRASS 5'-0" O.C.
AD6.1
L PF 74 1 GAL P. FRUTICOSA 'PETITE BUTTERFLY' BUTTERFLY PEA SHRUB 3'-0" O.C.
AD6.1
L RV 11 1 GAL RIBES VIBURNIFOLIUM CATALINA CURRANT 5'-0" O.C.
AD6.1
L NORTH 0' 5' 10' 20' 30' 445
Item 8 I.
X X
X
X
X
X X X X X
X
X
X
X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MATCHLINE - REFER TO PLAN L10.2
MATCHLINE - REFER TO PLAN L10.1 CO
2 CT 25 MR 30 LC19
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X MATCHLINE - REFER TO PLAN L10.2 MATCHLINE - REFER TO PLAN L10.1 JP10 PF5 AT1 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE TREASURE COVE PLAYGROUND AT JADE STREET PARK 4400 JADE STREET CAPITOLA, CA. 95010 65% SUBMITTAL 8/16/24 95% SUBMITTAL 12/13/24 100% BID SUBMITTAL 05/23/25 05/23/25#2300302 100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLANTING PLAN AZ BD/ DM 1"=10'-0" L10.2 PLANTING PLAN NORTH 0' 5' 10' 20' 30' PLANTING NOTES PLANTING LEGEND TREES COMMENTS CO 3 24" BOX CERCIS CANADENSIS EASTERN REDBUD 20'-0" O.C. SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ DTL REF E/C D6.1 E/C D6.1 SYM DESCRIPTION LEGEND LF 3 24" BOX LYONOTHAMNUS FLORIBUNDUS SPP. ASPLENIIFOLIUS FERNLEAF CATALINA IRONWOOD 30'-0" O.C. SHRUBS OTHER NATURAL TURF - REFER TO SPECIFICATIONS MULCH - REFER TO SPECIFICATIONS. LIMIT OF WORK CONSTRUCTION FENCE WU COLS L 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE JUTE NETTING FOR SOIL STABILIZATION IN AREA WHERE THE GRADIENT IS GREATER THAN 3:1L AE 23 5 GAL ARCTOSTAPHYLOS EDMUNDSII 'BIG SUR' CARMEL SUR MANZANITA 6'-0" O.C.
AD6.1
L AT
4 1 GAL AGAVE ATTENUATA FOX TAIL AGAVE 5'-0" O.C.
AD6.1
L BG 24 1 GAL BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 5'-0" O.C.
AD6.1
L CS 46 5 GAL CALANDRINIA SPECTABILIS 'SHINING PINK' SHINING PINK ROCK PURSLANE 3'-0" O.C.
AD6.1
L CT 25 1 GAL CHONDROPETALUM TECTORUM DWARF CAPE RUSH 4'-0" O.C.
AD6.1
L EC 20 5 GAL EPILOBIUM CANUM ' CATALINA' CATALINA CALIFORNIA FUCHSIA 5'-0" O.C.
AD6.1
L GL 29 1 GAL GREVILLEA LANIGERA 'COASTAL GEM' COASTAL GEM WOOLLY GREVILLEA 5'-0" O.C.
AD6.1
L JP 10 1 GAL JUNCUS PATENS CALIFORNIA GREY RUSH 2'-0" O.C.
AD6.1
L LC 19 1 GAL LOMANDRA CONFERTIFOLIA RUBIGINOSA 'SEASCAPE' LOMANDRA 'SEASCAPE' 3'-0" O.C.
AD6.1
L MR 8 1 GAL MUHLENBERGIA RIGENS DEER GRASS 5'-0" O.C.
AD6.1
L PF 74 1 GAL P. FRUTICOSA 'PETITE BUTTERFLY' BUTTERFLY PEA SHRUB 3'-0" O.C.
AD6.1
L RV 11 1 GAL RIBES VIBURNIFOLIUM CATALINA CURRANT 5'-0" O.C.
AD6.1
L NORTH 0' 5' 10' 20' 30' 446
Item 8 I.
5"
18"
27"
18"
19" 5"
34"
35"
NOTES:
1. MEETS ADA REGULATIONS. ALL DRINKING FOUNTAINS TO BE INSTALLED CLEAR OF ACCESSIBLE PATH OF TRAVEL.
2. LOWER BOWL AND BOTTLE FILLER TO BE BUILT AT A FRONT APPROACH. CONTRACTOR TO COORDINATE WITH MANUFACTURER.
DRINKING FOUNTAIN
5" MAX.
6"
ELEVATION VIEW
PLAN VIEW
32" TYP.
32" TYP.
36" MAX
R2" TYP.
6"
MAX.
18"
SAFETY RAIL DETAIL
FOUNTAIN BASE; INSTALL PER
MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
1 2" NYLON REINFORCED TUBING
WATER STRAINER WRAP WITH
INSULATING MATERIAL
CHRISTY G-5 VALVE BOX3
4" SUPPLY LINE
3 4" BRONZE BALL VALVE
3 4" THD. GALV. RISER
3 4" GALV. ELBOW
PVC 3
4" ADAPTER
WATER SUPPLY LINEMOST DEPENDABLE FOUNTAIN,MODEL 10145 SMFA, REFER TO
SPECIFICATIONS
A-C
D2.1
CONCRETE
PAVING
DRINKING FOUNTAIN
SAFETY RAIL, TYP.
30" x 48" ADA ACCESSIBILITY
COMPLIANCE OUTLINE, TYP.
LOWER ADA DRINKING
FOUNTAIN
MOST DEPENDABLE FOUNTAIN,MODEL 10145 SMFA, REFER TO
SPECIFICATIONS
WATER VALVE BOX
DRINKING FOUNTAIN
SAFETY RAIL, TYP.
A-C
D2.1
CONCRETE
PAVING
BUILDING/WALL FACE,REFER TO PLANS
Q
D2.1
RAILING
FOOTING
FACE PLATE, TYP.
MOST DEPENDABLE FOUNTAIN,MODEL 10145 SMFA, REFER TO
SPECIFICATIONS
1 1
2" DIAMETER SCHEDULE 40
STEEL PIPE WITH GALVANIZED
FINISH.
PVC BUSHING. SIZE
AS REQ'D FOR DRAIN
LINE CONNECTION.
4" PVC DRAIN LINE, SLOPE 2%
MIN AND CONNECT TO DRYWELL
3 4" DRAIN ROCK
8"X8"X8" AREA
BENCH
CEMENT OR WATERPROOF COMPOUND
FINISHED GRADE, SEE SHEET L5.0DRY SAND
SPUN ALUMINUM COLLAR
3/4" STEEL LIGHTNING SPIKE
GROUND SLEEVE ASS'Y
16 GA. CORRUGATED STEEL GALV.
CONCRETE
5'-0" MIN.
2'-6" DIA MIN.
BANNER POLE AND FOOTING NTS
3" CLR. TYP.
FOOTING DESIGN BY MANUFACTURER, REFER
TO SPECIFIVATIONS
8 - #6 VERTICAL BARS (EQUALLY SPACED)
#4 TIES HORIZONTAL @ 12" O.C. W/2 TIES
IN THE TOP 5" (QUANTITY OF REINFORCING
SHOWN IN DRAWINGS MAY NOT REFELCT
REQUIREMENTS)
NOTE: 1. DETAIL IS FOR BIDDING
PURPOSES ONLY, NOT FOR
CONSTRUCTION.
2. STRUCTURAL DETAIL SHALL BE
PROVIDED BY MANUFACTURER
CONTRACTOR SHALLCOORDINATE WITHMANUFACTURER AS REQUIRED 3" CLR. TYP.
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) SITE FURNISHING DETAILS AZ/ AR BD/ DM AS NOTED D3.1
SITE FURNISHING DETAILS
A
B
C
D
E
F
G
H
I
J
K
TRASH RECEPTACLE
RECYCLE RECEPTACLE
PET WASTE STATION
NTS
NTS NTSNTS
NTS
℄ ℄
42" TYP.
8'-0" MAX.
EQUAL SPACING, TYP.
REFER TO PLANS
42 INCH TALL ORNAMENTAL GUARDRAILFENCE/ GUARDRAIL NTS
NOTES:
1. THIS DRAWING IS FOR DESIGN INTENT ONLY. SUBMIT SHOP DRAWING TO SHOW MATERIAL, WELDS, FASTENERS, AND COLOR SAMPLE.
2. ALL STEEL MATERIALS SHALL BE SCHEDULE 40 WITH COLD GALVANIZING ZINC ENRICHED PRIMER AND SEMI-GLOSS BLACK POWDER COAT FINISH.
2. ALL JOINTS SHALL BE FILLET WELD; GRIND SMOOTH ; TREAT ALL FINISHED WELDS WITH GALVANIZING PRIOR TO POWDER COATING.
3. ALL RAILINGS SHALL BE FABRICATED TO THE SPECIFIED RADIUS AS REQUIRED FOR FIELD INSTALLATION. 2 1
2"X2 1
2"X
1 8" SQUARE POST WITH
SECURED TOP CAP, TYP.
1 3
4"X1 3
4"X
1 8" SQUARE 12 GUAGE
CHANNEL RAIL, TOP AND BOTTOM, TYP.
1" SQUARE 16 GUAGE PICKETS, TYP.
2"
FINISH SURFACE VARIES, REFER TO PLANS
3 3
4" MAX, TYP.
38"
12" 3"
CONCRETE FOOTING SHALL BE
EMBEDDED UNDERNEATH THE BOTTOM
OF THE FINISH SURFACE, TYP.
NON-FERROUS SLEEVE FOR POST, FILLED
WITH NON-SHRINK GROUT, SIZE AS
REQUIRED
SHIM AS REQUIRED
VARIES 2"
42" TYP. FROM TOP OF CURB
FENCE SYSTEM ON
FINISH SURFACE
FENCE SYSTEM ON
CURB CONDITION
℄ ℄
42" TYP.
36" FOR ADULTS
8'-0" MAX.
EQUAL SPACING, TYP.
REFER TO PLANS
42 INCH GUARDRAIL W/ HANDRAIL SYSTEM AT PLAY AREA NTS
NOTES:
1. THIS DRAWING IS FOR DESIGN INTENT ONLY. SUBMIT SHOP DRAWING TO SHOW MATERIAL, WELDS, FASTENERS, AND COLOR SAMPLE.
2. ALL STEEL MATERIALS SHALL BE SCHEDULE 40 WITH COLD GALVANIZING ZINC ENRICHED PRIMER AND SEMI-GLOSS BLACK POWDER COAT FINISH.
3. ALL JOINTS SHALL BE FILLET WELD, GRIND SMOOTH, TREAT ALL FINISHED WELDS WITH GALVANIZING PRIOR TO POWDER COATING.
4. ALL RAILINGS SHALL BE FABRICATED TO THE SPECIFIED RADIUS AS REQUIRED FOR FIELD INSTALLATION.
HANDRAIL SYSTEM AT PLAYGROUND - 1
1 2" O.D. SCH. 40, WELD TO BRACKETS AT
POSTS, TYP. REFER TO DETAIL G/D3.1
2"
FINISH SURFACE VARIES, REFER TO PLANS
3 3
4" TYP.
HANDRAIL BRACKETS, TYP. REFER TODETAIL G/D3.1
42" GUARDRAIL FOOTING, REFER TO
FOOTING SCHEDULE DETAIL Q/D2.1
25" FOR KIDS
R3" TYP.
9 1
2" CLEAR
SPACE
H
D3.1
42 INCH TALL
ORNAMENTAL FENCING
NOTES:
1. THIS DRAWING IS FOR DESIGN INTENT ONLY. SUBMIT SHOP DRAWING TO SHOW MATERIAL, WELDS, FASTENERS AND COLOR SAMPLE.
2. ALL STEEL MATERIALS SHALL BE SCHEDULE 40 WITH COLD GALVANIZING ZINC ENRICHED PRIMER AND SEMI-GLOSS BLACK POWDER COAT FINISH.
3. ALL JOINTS SHALL BE FILLET WELD; GRIND SMOOTH ; TREAT ALL FINISHED WELDS WITH GALVANIZING PRIOR TO POWDER COATING.
4. ALL RAILINGS TO BE SHOP FABRICATED TO THE SPECIFIED RADIUS AS REQUIRED FOR FIELD INSTALLATION. 1 1
2" 2" CLEAR
SPACE
42" GUARDRAIL HEIGHT FROM
LOWEST FINISH SURFACE
36" FOR ADULTS
HANDRAIL SYSTEM AT PLAY AREA NTS
BRACKET - 1" DIA. SCH. 40, WELD TO
GUARDRAIL POSTS AND HANDRAILS AS
REQUIRED, TYP.HANDRAIL - 1 1
2" O.D. SCH. 40,
WELD TO BRACKET AS REQUIRED
BOTTOM RAIL OF GUARDRAIL OR
CHAIN LINK FENCE, REFER TO PLANS
FINISH SURFACE VARIES, REFER TO
PLANS
25" FOR KIDS
9 1
2" CLEAR
SPACE
9 1
2" CLEAR SPACE
R1
1 2" TYP.
RAILING FOOTING, DETAIL Q/D2.1
H
D3.1
42 INCH TALL
GUARDRAIL
WELD BRACKET TO POST AS REQUIRED,
GRIND SMOOTH, TYP.
2"
MAX.
2"
MAX.
ORNAMENTAL FENCEAT STEPPED CONDITION NTS
TOP OF CURB ORWALL, REFER TO PLANS
BOTTOM RAIL, REFER TO
SPECIFICATIONSCURB OR WALL, REFER TO PLANS
NOTE:
1. ORNAMENTAL FENCING SYSTEM SHALL FOLLOW THE STEPPED CONDITIONS AS REQUIRED.
ELEVATION
42"
42"
FINISH SURFACE, REFER TO PLANS
H
D3.1
42 INCH TALL
ORNAMENTAL FENCING
VARIES
DUMOR - PICNIC TABLE NTS
RESILIENT SURFACING, REFER TO PLANS
EMEBED FOOTING BENEATH FULL DEPTH OF
RESILIENT SURFACING, SLOPE TOP OF
FOOTING TO DRAIN AS REQUIRED
HEIGHT OF BENCH SHALL BE MEASUREDFROM TOP OF RESILIENT SURFACING/FINISH SURFACE
EXTEND TO TOP OF FINISH SURFACE AS
REQUIRED, REFER TO PLANS
"
"
"
" 447
Item 8 I.
3"
1"
ROSS - IMAGINATION PLAY SHIP NTS
*CP032587
PB SMALL BOAT PERISCOPEPANEL, @ GRADE
*CP011548
PB SMALL BOAT 2X4 MINKRPL BOW, @ Grade*CP001478
PB BLANK PERMALENE
TRIANGULAR FLAG
*CP032586
PB SMALL BOAT RING A BELLPANEL, @ GRADE
NOTE:
1. MANUFACTURER: ROSS REC.
2. MODEL: IMAGINATION PLAY SHIP3. AGES: 2YRS - 5YRS
4. DETAILS FOR REFERENCE ONLY. CONTRACTOR
SHALL INSTALL EQUIPMENT PER MANUFACTURER'S
RECOMMENDATIONS. REFER TO SPECIFICATIONS.
5. FOR ALL BURKE FEATURES, REFER TO DETAIL C/D4.1 FOR FOUNDATION FOOTING DETAILS, TYP.6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
8. COLO SHALL BE SELECTED THROUGH SUBMITTAL PROCESS.
127439
NAVIGATOR REACH PANEL
4"
RESILIENT SURFACING WITH
AGGREGATE BASE
RESILIENT SURFACING WITH
AGGREGATE BASE, REFER
TO PLANS
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLAY EQUIPTMENT DETAILS AZ BD/ DM AS NOTED D4.1
PLAY EQUIPTMENT DETAILS
LSI - WHIMSY RIDER DOLPHIN NTS
135534
WHIMSY RIDER
DOLPHIN
NOTE:
1. MANUFACTURER: LANDSCAPE STRUCTURES
2. MODEL: 135536 DOLPHIN3. AGES: 2YRS-5YRS
4. DETAILS FOR REFERENCE ONLY. CONTRACTOR
SHALL INSTALL EQUIPMENT PER MANUFACTURER'S
RECOMMENDATIONS. REFER TO SPECIFICATIONS.
5. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER ON INSTALLATIONAND CALCULATIONS AS NECESSARY.
6. FOOTING INFORMATION PROVIDED FOR BIDDING
PURPOSES ONLY. STRUCTURE SHALL BE INSTALLEDPER MANUFACTURERS RECOMMENDATIONS.
7. COLORS SHALL BE SELECTED THROUGH SUBMITTAL
PROCESS.
4"
PROVIDE 14" GAP BETWEEN
SPRING AND RESILIENT
RUBBER SURFACING, INSTALLPER MANUFACTURERRECOMMENDATIONS
RESILIENT SURFACING
W/ AGGREGATE BASE
AGGREGATE BASE, DEPTH
VARIES, REFER TO PLANS
LSI - COZY DOME NTS
NOTE:
1. MANUFACTURER: LSI.
2. MODEL: SENSORY PLAY
168099 COZY DOME
3. AGES: 2YRS-5YRS
4. DETAILS FOR REFERENCE ONLY. CONTRACTOR
SHALL INSTALL EQUIPMENT PER MANUFACTURER'S
RECOMMENDATIONS. REFER TO SPECIFICATIONS.
5. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER ON INSTALLATION
AND CALCULATIONS AS NECESSARY.
6. FOOTING INFORMATION PROVIDED FOR BIDDING
PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER
MANUFACTURERS RECOMMENDATIONS.7. COLOR SHALL BE SELECTED THROUGH SUBMITTAL PROCESS.
EXTEND FOOTING POST TO
SURFACE OF RESILIENT SURFACING
RESILIENT SURFACING WITH
AGGREGATE BASE, REFER TO PLANS
4"
A
B
C
D
E
F
G
H UPC PARK - TREASURE CHEST NTS
NOTE:
1. MANUFACTURER: UPC PARK
2. MODEL: TREASURE CHEST3. AGES: 2-12
4. DETAILS FOR REFERENCE ONLY. CONTRACTOR
SHALL INSTALL EQUIPMENT PER MANUFACTURER'S
RECOMMENDATIONS. REFER TO SPECIFICATIONS.
5. COLORWAY SHALL BE REVIEWED AND APPROVEDTHROUGH SUBMITTAL PROCESS. 18" WIDE EDGEBAND WITH FENCE NTS GAME TABLE NTS
NOTE:
REFER TO EDGEBAND AND TALL CURB NOTES, DETAIL R, D2.1 FOR ADDITIONAL INFORMATION. 6" 4"
18"
ADJACENT SURFACE, REFER TO
PLANS
CONCRETE EDGEBAND WITH MEDIUM
BROOM FINISH LENGTHWISE
1 2" TOOLED RADIUS, TYP., REFER TOSPECIFICATIONS
ADJACENT SURFACE, REFER TO PLANS
(3) #4 REBAR HORIZONTAL
CONTINUOUS, TYP. REBAR SHALL BECUT AT FENCE POSTSCOMPACTED CLASS II AGGREGATE
BASE, REFER TO SPECIFICATIONS
COMPACTED SUBGRADE, REFER TOSPECIFICATIONS
3"
CLR.
℄
NEW FENCE POST, REFER TO PLANS
℄
SECTION
BANNER FLAG NTS
NOTE:
1. FOUNDATION FOOTING FOR FLAG POLE SHALL BE PROVIDED IN A DEFERRED SUBMITTAL, REFER TO SPECIFICATIONS.
2. GRAPHICS FOR BANNER FLAGS SHALL BE REVIEWED AND
APPROVED PRIOR TO FABRICATION.
3. FLAG MOUNTING DETAILS SHALL BE REVIEWED AND APPROVED PRIOR TO INSTALLATION.
TOP BRACKET PER FLAG
MANUFACTURER, REFER TO
SPECIFICATIONS
C
D3.1
BANNER POLE
AND FOOTING
8'-0" 12'-0"
20'-0"
NYLON BANNER FLAG,
REFER TO SPECIFICATIONS
ALUMINUM FLAG POLE,
REFER TO SPECIFICATIONS
CUSTOM GROMMETCONNECTION PER FLAG
MANUFACTURER, REFER TO
SPECIFICATIONS
3'-0"
OUTER BOTTOM CORNEROF BANNER-FLAG SHALL
REMAIN UNATTACHED AND
FREE OF CONNECTIONS
ALL CONNECTION DETAILS
SHALL BE PROVIDED BY
FLAGPOLE MANUFACTURER,
REFER TO SPECIFICATIONS
BENCH FOOTINGEMBEDMENT AT RESILIENT SURFACING NTS
I
D2.1
RESILIENT SURFACING
WITH AGGREGATE BASE
A
D3.1
BENCH WITHOUT
BACK
12" FOR SEAT BENCHES
18" FOR PICNIC TABLES
24" FOR SEAT BENCHES VARIES
1'-6" FOR SEAT BENCHES
CONCRETE FOOTING SHALL BE EMBEDDED
BENEATH DEPTH OF FINISH SURFACE, TYP.REFER TO PLANS FOR SURFACE MATERIALS.
SLOPE TOP OF FOOTING TO DRAIN
WRAP GEOTEXTILE FABRIC ABOVECONCRETE FOOTING, TYP. " 448 Item 8 I.
LSI - HILLSIDE ROCK CLIMBER AND GRIPS NTS
PERCUSSION PLAY - SANSA RIMBA NTS
NOTE:
1. MANUFACTURER: PERCUSSION PLAY
2. MODEL: SANSA RIMBA3. COLOR: XXXXX
4. AGES: ALL
5. DETAILS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. REFER TO
SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON
INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES
ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
LSI - SMALL DOUBLE EMBANKMENT SLIDE NTS
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON
INSTALLATION AND CALCULATIONS AS NECESSARY.2. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY.
STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
BURKE - NOVO TEAR DROP TABLE
NOTES:
1. CONTRACTOR SHALL
COORDINATE WITH
MANUFACTURER ON
INSTALLATION AND
CALCULATIONS AS
NECESSARY.2. FOOTINGINFORMATION PROVIDEDFOR BIDDING PURPOSES ONLY. STRUCTURE SHALL
BE INSTALLED PER
MANUFACTURERS
RECOMMENDATIONS.
NTS
PERCUSSION PLAY - CAJON NTS
NOTE:
1. MANUFACTURER: PERCUSSION PLAY
2. MODEL: CAJON3. COLOR: XXXXX
4. AGES: ALL
5. DETAILS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. REFER TO SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLAY EQUIPTMENT DETAILS AZ BD/ DM AS NOTED D4.2
PLAY EQUIPTMENT DETAILS
B
A
E
CD
F AQUA SPHERES NTS
ARTIFICIALTURF
CONCRETE
BASE
COMPOSITE
RUBBER BASE
1 2" EPDM TOP
COAT
STRUCTURAL
ADHESIVE
11"/9"/12"/15"
1 2"EPDM
LAYER
VARIES
ARTIFICIAL
TURF
ENVIRO-FLUFF OR
SBR CUSHION BASE
COMPOSITE
RUBBER BASE
1 2" EPDM TOP COAT
POLYURETHANEBINDER
11"/9"/12"/15"
1 2" EPDM
LAYER
COMPACTED
STONE BASE
LAYER
1'-6"
ELEVATION - COMPOSITE CUSHION BASE LAYER
14"/18"/24"/30"
14"/18"/24"/30"
ELEVATION - CONCRETE SUBSTRATE
PLAN - HALF SPHERE SIZING
PLAN - FULL SPHERE SIZING
NOTE:
1. MANUFACTURER: AQUASEAL
2. MODEL: AQUA SPERES3. COLOR: XXXXX
4. AGES: ALL AGES5. DETAILS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. REFER TO SPECIFICATIONS.6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
449
Item 8 I.
182503
WELCOME SIGN (LSI PROVIDED) 5-12 YEARS
111346
RAMP EXIT
PLATE
111345 BRIDGE/RAMP TRANSITION BRKT.
111345 BRIDGE/RAMP TRANSITION BRKT.
®
®
139376
STEELX HEX ROOF W/O FLAG
CORKSCREW
148437
STEELX
191031
CURB FOR
ACCESSIBLE PANEL
REACH PANEL
135730
MATCH 3
191031
CURB FOR
ACCESSIBLE PANEL
MINI SUMMIT
CLIMBER
153076
128252
LOOP
LADDER
LOOP ARCH
139493
W/STEELX HANDHOLDS
123293
COZY
CLIMBER
LOOP POLE
148434
115236
BALL MAZE
PANEL
190857 S/S DOUBLE STEELX SLIDE
REACH PANEL
135731
SOUND CHIMES
123284
WIGGLE LADDER
201545
BLENDER
®
®
®
10"HEIGHT POD CLIMBER
158997
10"HEIGHT POD CLIMBER
158997
173567
MARBLE PANEL
PANEL
HOURGLASS
123319
177718
RAIN SOUND
WHEEL PANEL
POD
158105
IND WOBBLE
10"HEIGHT POD CLIMBER
158997
10"HEIGHT POD CLIMBER
158997
188835
SIGN LANGUAGE
PANEL
GEAR PANEL
117146
130567
HEX SHINGLE
ROOF
LSI - COMPOSITE PLAY STRUCTURE RENDERING
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLAY EQUIPTMENT DETAILS AZ BD/ DM AS NOTED D4.3
PLAY EQUIPTMENT DETAILS
E
A
B
J
N
C
D
S
LSI - HILLSIDE ROCK CLIMBER HAND GRIPS
LSI - COMPOSITE PLAY STRUCTURE - PLAN VIEW ENLARGEMENTLSI - COMPOSITE PLAY STRUCTURE RENDERINGBURKE - 4 SEAT ORB ROCKER
DUMOR - GAME TABLE
0' 2' 4' 8' 12'
LSI - COMPOSITE PLAY STRUCTURE RENDERING
NOTES:
RENDERINGS ARE SHOWN FOR DESIGN INTENT ONLY.
CONTRACTOR SHALL COORDINATE ALL PARTS AND
INSTALLATION DETAILS WITH MANUFACTURER AS REQUIRED.
450
Item 8 I.
BURKE - VOLTA INCLUSIVE SPINNER NTS
NOTE:
1. MANUFACTURER: BURKE
2. MODEL: VOLTA INCLUSIVE SPINNER3. COLOR: XXXXX
4. AGES: 5YRS - 12YRS
5. DETAILS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. REFER TO SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
LSI - SWING FRAME
NOTES:
1. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER ON INSTALLATION
AND CALCULATIONS AS NECESSARY.
2. FOOTING INFORMATION PROVIDEDFOR BIDDING PURPOSES ONLY. STRUCTURE
SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
NTS
BURKE - ORB ROCKER NTS
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON
INSTALLATION AND CALCULATIONS AS NECESSARY.2. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY.
STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
LSI - SWING HANGER
NOTES:
1. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER ON INSTALLATION
AND CALCULATIONS AS NECESSARY.
2. FOOTING INFORMATION PROVIDEDFOR BIDDING PURPOSES ONLY. STRUCTURE
SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
NTS
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLAY EQUIPTMENT DETAILS AZ BD/ DM AS NOTED D4.4
PLAY EQUIPTMENT DETAILS
4'-4"
2'-6"
COMMUNICATION BOARD NTS
3'-6"
1'-0"
2'-0"
3'-0"
SURFACE MOUNT AT POST, TYP.
POST, TYP.
298208 DIGIFUSECOMMUNICATION SIGN BY
LANDSCAPE STRUCTURES,INSTALL PER MANUFACTURERSRECOMMENDATIONS CONCRETE FOOTING, TYP.
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH
MANUFACTURER ON INSTALLATION AND CALCULATIONS
AS NECESSARY.
2. FOOTING INFORMATION PROVIDED FOR BIDDING
PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER
MANUFACTURERS RECOMMENDATIONS.
C
B
D
A
E
451
Item 8 I.
LSI - BELT SEAT NTS
NOTES:
1. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER ON INSTALLATION
AND CALCULATIONS AS NECESSARY.
2. FOOTING INFORMATION PROVIDEDFOR BIDDING PURPOSES ONLY. STRUCTURE
SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
LSI - HALF-BUCKET SEAT NTS
NOTES:
1. CONTRACTOR SHALL COORDINATE
WITH MANUFACTURER ON INSTALLATION
AND CALCULATIONS AS NECESSARY.
2. FOOTING INFORMATION PROVIDEDFOR BIDDING PURPOSES ONLY. STRUCTURE
SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
LSI - MOLDED BUCKET SEAT NTS
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON
INSTALLATION AND CALCULATIONS AS NECESSARY.2. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY.
STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLAY EQUIPTMENT DETAILS AZ BD/ DM AS NOTED D4.5
PLAY EQUIPTMENT DETAILS
0' 2' 4' 8' 12'
A LSI - COMBO SWING SET - PLAN VIEW ENLARGMENT
B
C
D
452
Item 8 I.
LSI - ROLLER SIDE NTS
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON
INSTALLATION AND CALCULATIONS AS NECESSARY.2. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY.
STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
SHEET NO.PROJ. NO.DATE ISSUED SCALEDRAWN BY CHECKED BY
DATE
CONSULTANTSHEET TITLEPROJECT NAMEPROJECT ADDRESS
NO. REVISIONS
SUBMITTAL
STAMP
DATE
TREASURE COVE
PLAYGROUND AT
JADE STREET PARK
4400 JADE STREET
CAPITOLA, CA. 95010
65% SUBMITTAL 8/16/2495% SUBMITTAL 12/13/24100% BID SUBMITTAL 05/23/25 05/23/25
#2300302
100% BID SUBMITTAL - 05/23/2025 - NOT FOR CONSTRUCTION - (CITY REVIEW - 05/19/25) PLAY EQUIPTMENT DETAILS AZ BD/ DM AS NOTED D4.6
PLAY EQUIPTMENT DETAILS
TINKERTUNES - KINDER BELLS NTS
NOTE:
1. MANUFACTURER: TINKERTUNES
2. MODEL: KINDER BELLS
3. COLOR: XXXXX
4. AGES: ALL
5. DETAILS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
REFER TO SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
TINKERTUNE BASE PLATE WITH 14" CHAMFER EDGES, WITH FOUR 12" X 4"THREADED RODS WELDED TO
UNDERGROUND
K
D2.2
RESILIENT
SURFACE
CONCRETE FOOTING 8" THICK WITH 12" CHAMFER EDGES. CONTRACTOR TO CORE DRILL AND EPOXY PLATE TO FOOTINGTHREADED STEEL ROD TYP.
PLAY SURFACE OVER ROCK BASEREFER TO DETAIL
PLAN VIEW
4'-0"
3"
CONCRETE BASE
METAL PLATE
KINDER BELLS
TYP.
3"
3"
2'-0" 2'-0" PLAN VIEW
C B
A
BERLINER - O' TANNEBAUM NTS
6'-10"
6'-10"
FOUNDATION SIZE:39.37" X 39.37" X 47.24"
NOTE:
1. MANUFACTURER: BERLINER
2. MODEL: KSK.0973. COLOR: XXXXX
4. AGES: 5-12
5. DETAILS FOR REFERENCE ONLY. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
REFER TO SPECIFICATIONS.
6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER ON INSTALLATION AND CALCULATIONS AS NECESSARY.
7. FOOTING INFORMATION PROVIDED FOR BIDDING PURPOSES ONLY. STRUCTURE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
453
Item 8 I.
14" 18"24"14" 18" SLIDE MOUND SLOPED PATHWAY ENTRY PLAZA PRIMARY ENTRANCE EXISTING PARKING LOT 2-5 PLAY AREA SENSORY ZONE 5-12 PLAY AREA ACCESSIBLE PATHWAY SECONDARY ENTRANCE DOG WALK PATHWAY SECLUDED NOOK STORM-WATER TREATMENT BASIN LAWN AREA NORTH 0' 5' 10' 20' 30' Treasure Cove Playground Jade Street Park City of Capitola 4400 Jade Street, Capitola, CA. 95010
Project Number: 2300300
February, 2025
454
Item 8 I.
D
ATE
Job: She
et
Date: Scale: Drawn: R
EVISIONS
DRAFT
01/30/25
BUILDING
PERMITSET
BUILDING
06/20/25
PERMITSET
BY
A1
PlottedOn:6/11/25
6/11/25
ASNOTED
TITLE SHEET / PROJECT DATA
4400 JADE STREETCAPITOLA, CA 95010APN: 034-551-02JADE STREET PARK RESTROOM REMODEL PROJECT SEAL
/Users/katerhein/Dropbox/-Jade St Restrooms/Drawings/JADE ST RESTROOMS REMODEL V2 SET 042825.pln ARCHICAD MASTERTEMPLATE [TM] BY BOBROW CONSULTING GROUP | ALL RIGHTS RESERVED | www.bobrow.com | www.archicadtemplate.com IF
THEABOVEDIMENSIONDOES
NOTMEASUREONE INCH(1")
EXACTLY,THISDRAWINGWILLHAVE
BEENENLARGEDORREDUCED,
AFFECTINGALLLABELEDSCALES.
1"ACTUAL
THEARCHITECTMUSTBENOTIFIED
OFANYDISCREPANCY IN
DIMENSIONS,FIELDCONDITIONSOR
OTHER INFORMATIONTHAT IS
CONTAINED INAND/ORDIFFERS
FROMTHESEDOCUMENTS.
THESEDOCUMENTSARETHE
PROPERTYOFTHEARCHITECTAND
MAYNOTBEUSEDOR
REPRODUCEDWITHOUTWRITTEN
CONSENT.THEARCHITECT
DISCLAIMSANYRESPONSIBILITY
RESULTINGFROMUNAUTHORIZED
USE.
COPYRIGHTSTARTSFROMTHE
DATEOFTHEEARLIESTCONTRACT
THROUGHCONSTRUCTION
DOCUMENTS.
2837MISSIONST | SANTACRUZCA95060
PROJECTSHEETINDEX
A1
CA1
CA2
CA3
AC1
AC2
A2
A2.1
A3
A4
A5
A6
A7
P0.1
P2.1
TITLESHEET/PROJECTDATA
CALGREENNONRESIDENTIALMANDATORYMEASURES
2019 | 1
CALGREENNONRESIDENTIALMANDATORYMEASURES | 2
CALGREENNONRESIDENTIALMANDATORYMEASURES | 3
ACCESSIBILITYDETAILS
ACCESSIBILITYDETAILS-SIGNAGE
SITEPLAN
SWMP&SITESTANDARDDETAILS
FLOORPLANS
BUILDINGELEVATIONS&SECTIONS INTERIOR ELEVATIONS DOOR, WINDOW & FINISH SCHEDULE S
ARCHITECTURALDETAILS
LEGENDS,SCHEDULES&NOTES-PLUMBING
FLOORPLANS-PLUMBING
ABBREVIATIONS
A.F.F.Abovefinishfloor
AFGAbovefinishgrade
BD.Board
BTTMBottom
C.B.C.CaliforniaBldg.Code
CLCenterline
CLGCeiling
CLR.Clearance
CONC.Concrete
CONT.Continuous
DBLDouble
DIM.Dimension
DIM.PTDimensionpoint
DNDown
DS.Downspout
DWDishwasher
ELEV.Elevation
EQ.Equal
F.F.Finishfloor
F.G.Finishgrade
F.O.S.Faceofstud
F.F.E.Finishfloorelevation
FL.Floor
GAGauge
ABBREVIATIONS
A.F.F.Abovefinishfloor
AFGAbovefinishgrade
BD.Board
BTTMBottom
C.B.C.CaliforniaBldg.Code
CLCenterline
CLGCeiling
CLR.Clearance
CONC.Concrete
CONT.Continuous
DBLDouble
DIM.Dimension
DIM.PTDimensionpoint
DNDown
DS.Downspout
DWDishwasher
ELEV.Elevation
EQ.Equal
F.F.Finishfloor
F.G.Finishgrade
F.O.S.Faceofstud
F.F.E.Finishfloorelevation
FL.Floor
GAGauge
GCGeneralContractor
GYP.BD.Gypsumboard
HGT.Height
HMHydronicmanifold
HORIZ.Horizontal
KITKitchen
MFGManufactured
MTDMounted
NFPANationalFireProtection
Association
PLPlate
REFRefrigerator
SIMSimilar
STLSteel
T.O.Topof
TYP.Typical
TYP.MTG.Typicalmountingheight
VERT.Vertical
WHWaterheater
WTRWater
ABBREVIATIONS
A.F.F.Abovefinishfloor
AFGAbovefinishgrade
BD.Board
BTTMBottom
C.B.C.CaliforniaBldg.Code
CLCenterline
CLGCeiling
CLR.Clearance
CONC.Concrete
CONT.Continuous
DBLDouble
DIM.Dimension
DIM.PTDimensionpoint
DNDown
DS.Downspout
DWDishwasher
ELEV.Elevation
EQ.Equal
F.F.Finishfloor
F.G.Finishgrade
F.O.S.Faceofstud
F.F.E.Finishfloorelevation
FL.Floor
GAGauge
GCGeneralContractor
GYP.BD.Gypsumboard
HGT.Height
HMHydronicmanifold
HORIZ.Horizontal
KITKitchen
MFGManufactured
MTDMounted
NFPANationalFireProtection
Association
PLPlate
REFRefrigerator
SIMSimilar
STLSteel
T.O.Topof
TYP.Typical
TYP.MTG.Typicalmountingheight
VERT.Vertical
WHWaterheater
WTRWater
JADESTREETPARKRESTROOMREMODEL
4400JADESTREET,CAPITOLACA95010
ABBREVIATIONS
GENERALNOTES
VICINITYMAP
SHEET INDEX
PROJECTDATA
PROJECTTEAM
SCOPEOFWORK
OWNER:
CITYOFCAPITOLAPUBLICWORKSDEPARTMENT
PROJECTMANAGER:JESSICAKAHN
[email protected]
420CAPITOLAAVENUE,CAPITOLACA95010
(831)4757300
ARCHITECT:
BOONELOWRATLIFFARCHITECTS, INC.
PRINCIPALARCHITECT:MONICARATLIFF
[email protected]
PROJECTARCHITECT:KATERHEIN,AIA
[email protected]
2837MISSIONST,SUITE257
SANTACRUZ,CA95060
(831)423-1316
PLUMBINGENGINEER:
COLEBREITENGINEERING
PROJECTENGINEER:KATECONWAY
[email protected]
22LowerRagsdaleDrive,SuiteA
Monterey,CA93940
(831)6417066
ELECTRICALENGINEER:
AURUMCONSULTINGENGINEERS
PROJECTENGINEER:JOSHUAAUBLE
[email protected]
404W.FRANKLINST,SUITE100
Monterey,CA93940
(831)6463330
CIVILENGINEER: IFLAND E
NGINEERS
PROJECTENGINEER:JACKSPURLOCK
[email protected]
1509SEABRIGHTAVENUE,SUITEA2
SANTACRUZ,CA95062
(831)4265313X.211
OCCUPANCY:U
constructiontype: IIIB
ZONING:COMMUNITYFACILITY
TOTALLOTAREA:419,483SQ.FT.
NOTE:BUILDING ISUNHEATED
(E)&PROPOSEDBUILDINGAREA:735SQ.FT.
AREAOFRESTROOMREMODEL:422SQ.FT.
TOTALLOTCOVERAGE=0.2%OFLOT
ACCESSIBILITYUPGRADESTOAN(E)RESTROOMBUILDING, INCLUDING REMODELINGTHE(E)MALE&FEMALERESTROOMS INTO2-SINGLEUSER
ACCESSIBLEALL-GENDERRESTROOMSWITHADULTCHANGETABLES.
WORKTO INCLUDEREMODELEDENTRIES,(N)FIXTURESANDFITTINGS
THROUGHOUTANDA(N)LEVELLEDFLOOR.THE(E)OPENINGSARETO
BEREMOVEDANDREPLACEDWITH(N)LOUVEREDWINDOWFRAMED
OPENINGS.ENTRYGATESARETOBEREPLACEDWITH(N)REMOTE-
LOCKABLEDOORSANDTHERE ISTOBEA(N)PAINTFINISH
THROUGHOUTATBOTH INTERIORANDEXTERIOR.(E)RAFTERSARETO
BEREPAIREDANDCAPPED INMETAL,ANDTHEROOF ISTOBE
REPLACEDWITH(N)LIFETIMEASPHALTSHINGLE INCLUDING(N)GUTTERS ANDDOWNSPOUTS.THE(E)LIGHTINGANDELECTRICAL ISTOBE
UPGRADEDTOMEETCURRENTCODE.THE(E)SIDEWALKANDPATHOF
TRAVELTOTHE(E)ACCESSIBLEVANDROP-OFF,PLAYGROUNDAND
COMMUNITYCENTER ISTOBEUPGRADEDTOMEETCURRENT
ACCESSIBILITYCODE.
1.Architectassumesnoresponsibilityforthecompletenessofplansforbidpurposespriorto issuanceofthebuildingpermit.Thegeneral contractorandallsubcontractorsshallverifyalldimensionsandconditionsonthejobsitepriortobeginningofconstruction.
2.The intentofthesedrawingsandspecifications isto includealllabor,materialsandservicesnecessaryforthecompletionofallwork shownprescribedorreasonably implied,butnotlimitedtothatexplicitly indicated inthecontractdocuments.
3.TheArchitect’sapprovalofsuchshopdrawingsshallnotrelievetheGeneralContractororsubcontractorfromresponsibilityfor deviationsfromdrawingsorspecificationsunlessheorshehas(inwriting)calledtheArchitect’sattentiontosuchdeviationsatthetimeof submissions,norshall itrelievehimorherofresponsibilityforerrorsofanysort intheshopdrawings.
4.Architectordesignerasused inthesedocumentsreferstoBooneLowRatliffArchitects,157VanNessAvenue,SantaCruz,CA95060.(831) 423-1316.
5.Allworkshallbeperformed inaccordancewithallapplicablecodes,regulationsandordinanceshavingjurisdiction.
6.Contractor isresponsibleforexaminingallcontractdocuments,fieldconditions,andconfirmingthatwork isbuildableasshownbefore proceedingwithconstruction. Ifthereareanyquestionsregardingtheseorothercoordination items,thecontractor isresponsiblefor obtainingaclarificationfromtheArchitectortenantconstructioncoordinatorbeforeproceedingwithwork inquestionorrelatedwork.
7.Priortothe issuanceofabuildingpermit,theapplicantshallhaveevidenceofcurrentWorkman’sCompensation insurancecoverageonfile, in compliance with section 3800 of the California Labor Code. 8. Dimensions on drawings are shown to faces of walls and partitions or finished face of existing walls unless noted otherwise. 9. All vertical dimensions shown are to floor slab, unless otherwise indicated. 10. Contractor shall verify and be responsible for all dimensions and conditions on the job and shall notify the architect of any discrepancies immediately before commencing any work. 11. Contractor shall check and verify size and locations of duct openings and plumbing runs with mechanical contractor before framing walls, floors, etc. 12. Install all manufactured items, materials and equipment in strict accordance with the manufacturer’s specifications. 13. “Align” as used in these documents shall mean to accurately locate finish faces in the same plane. 14. “Typical” or “Typ” as used in these documents shall mean that the condition is the same or representative for all similar conditions throughout, unless noted otherwise. 15. Details are usually keyed and noted “typical” only once, when they first occur and are representative of all similar conditions throughout, unless noted otherwise. 16. Do not scale drawings. Dimensions govern. Large scale details govern over small scale details. 17. Contractor shall be responsible for the general cleaning of a job after its completion. Unused materials to be donated. 18. All requests for substitutions or items specified shall be approved by Architect. 19. Glass doors, adjacent panels, and all glazed openings, within 18 inches of the adjacent floor shall be of glass approved for impact hazard. 20. Center of switches shall be no more than 48" above floor. 21. Centerline of 15, 20 and 30 amp receptacles shall (except permanently installed baseboard heaters) not to be less than 15” above floor. Floor outlets acceptable next to sliding panels or walls and other special convenience locations. Baseboard outlets acceptable in relocatable partitions, window walls. 22. FOUNDATION CONSTRUCTION SHALL INCORPORATE RECYCLED FLY ASH IN CONCRETE UP TO 15%-20% . RETAIN CONCRETE MIX TAG FOR INSPECTOR. 23. FORM BOARDS SHALL BE REUSED. V.O.C. FREE PLANT BASED RELEASE AGENT TO BE APPLIED (RAPESEED, SOYBEAN OR VEGETABLE OIL) WHEN POSSIBLE METAL FORMS TO BE PROVIDED BY A SPECIALTY CONTRACTOR AND REUSED ON OTHER PROJECTS. 24. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weatherstripped, or otherwise sealed to limit infiltration and exfiltration. 25. Install insulation after building is weathertight and outside of rainy season. Install insulation to comply with California State requirements (see form CF2R-ENV-23-H). Contractor to check moisture content of materials for walls and floors before enclosure, for compliance with Calgreen 4.505.3 26. Use exterior grade plywood for all interior applications. 27. Documents for deferred submittal shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the Building Department with a notation indicating that the deferred submittal documents have been reviewed and found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the Building Department. 28. At time of final inspection, Contractor to place in building an operation and maintenance manual in the format of a manual, compact disc, web-based reference or other media acceptable to the enforcing agency, covering 10 specific subject areas. 29. DONATE UNUSED MATERIALS TO THE HABITAT FOR HUMANITY RESTORE. 30. MINIMIZE DISRUPTION OF EXISTING PLANTS AND TREES. 31. PROTECT ANNULAR SPACES AROUND OPENINGS IN PLATES AT EXTERIOR WALL WITH CEMENT MORTAR, CONCRETE, OR SIMILAR MATERIAL. 32. A MINIMUM OF 70% OF CONSTRUCTION AND DEMOLITION WASTE IS TO BE RECYCLED. 33. WASTE DISPOSAL: RETAIN ALL WASTE HAULING RECEIPTS FOR INSPECTOR. RECEIPTS MUST INDICATE 70% SEPARATED, RECYCLABLE MATERIALS.
APPLICABLECODES
ALLCODESREFERENCEDARETOBEUSEDASAMENDEDBYTHESTATE
OFCALIFORNIAANDLOCALJURISDICTION.
2022CALIFORNIABUILDINGCODE
2022CALIFORNIARESIDENTIALCODE
2022CALIFORNIAGREENBUILDINGCODE
2022CALIFORNIAMECHANICALCODE
2022CALIFORNIAPLUMBINGCODE
2022CALIFORNIAFIRECODE
2022CALIFORNIAELECTRICALCODE
2022CALIFORNIAENERGYCODE,PART6
THESEPLANSARE INCOMPLIANCEWITHCALIFORNIABUILDINGANDFIRE CODES(2022EDITION)ANDSANTACRUZCOUNTYAMENDMENTS
ADDITIONALNOTES:
1.THERE ISNOPROPOSED INCREASE INTHEFOOTPRINTOFTHE
BUILDING
2.THERESTROOMSAREUNHEATEDANDNATURALLYVENTILATEDWITH
OPENLOUVEREDWINDOWS
3.THEBUILDING ISUNSPRINKLERED
4.HAZARDOUSMATERIALASBESTOSASSESSMENTWASCARRIEDOUT
BYTHEOWNER,ANDNOASBESTOSWAS IDENTIFIEDASPRESENT
N
455
Item 8 I.
DATE
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Sheet
Date:
Scale:
Drawn:
REVISIONS
DRAFT 01/30/25
BUILDING
PERMIT SET
BUILDING 06/20/25
PERMIT SET
BY
A2
Plotted On: 6/11/25
6/11/25
AS NOTED
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IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL HAVE
BEEN ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
THE ARCHITECT MUST BE NOTIFIED
OF ANY DISCREPANCY IN
DIMENSIONS, FIELD CONDITIONS OR
OTHER INFORMATION THAT IS
CONTAINED IN AND/OR DIFFERS
FROM THESE DOCUMENTS.
THESE DOCUMENTS ARE THE
PROPERTY OF THE ARCHITECT AND
MAY NOT BE USED OR
REPRODUCED WITHOUT WRITTEN
CONSENT. THE ARCHITECT
DISCLAIMS ANY RESPONSIBILITY
RESULTING FROM UNAUTHORIZED
USE.
COPYRIGHT STARTS FROM THE
DATE OF THE EARLIEST CONTRACT
THROUGH CONSTRUCTION
DOCUMENTS.
2837 MISSION ST | SANTA CRUZ CA 95060
N
1 A3
A
A2.1
B
A2.1
+/-3'
(E) CONCRETE CONTROL
JOINT TO BE GROUND DOWN
TO LESS THAN 1/4" CHANGE
IN LEVEL, TYP.
(E) ELECTRICAL
EQUIPMENT DEMO (E) NONACCESSIBLE CONCRETE
WALKWAY REPLACE
WITH (N) DRAINAGE
SWALE. SLOPE SURFACE
2%AWAY FROM
BUILDING
(N) DOWNSPOUT TO
SPLASH BLOCK TO
DRAINAGE SWALE A/
A2.1
(N) DOWNSPOUT TO
SPLASH BLOCK TO
DRAINAGE SWALE A/A2.1
(N) 6" CONCRETE
CURB
(N) VEGETATED
RAINWATER AREA
MIN. 10' FROM
FOUNDATION SEE
C/A2.1
(N) DRAINAGE SWALE
(A/A2.1) TO DISCHARGE AT
VEGETATED AREA (C/A2.1)
(E) ACCESSIBLE VAN DROP-OFF
& PICK-UP AREA
(E) PRE-SCHOOL
ACCESSIBLE parking
TO COMMUNITY CENTER
(E)
RESTROOMS
(E) STORAGE
(E) PARKING LOT
44 SPACES (2 VAN
ACCESSIBLE)
(E)
BASKETBALL
COURT
(E)
PRESCHOOL
(E) ACCESSIBLE pATH OF TRAVEL INCLUDED IN
COMMUNITY CENTER SCOPE
(E) 4' MIN. P
ATH
OF TR
A
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C
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MUNITY
C
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AREA OF PROPOSED REMODEL
S W
CO
W
2% SLOPE AWAY
FROM BUILDING
DS
DS
SITE LEGEND
(E) CONCRETE SIDEWALKS & PATHS
(E) grass areas & landscaping
(E) asphalt sidewalks & paths
DEMO (E) CONCRETE SIDEWALK AND REPLACE WITH (N) GRAVEL PATHWAY (E) 48" WIDE PATH OF TRAVEL. CONTRACTOR TO FIELD VERIFY THAT IT COMPLIES
WITH MINIMUM ACCESSIBLE PATH OF TRAVEL REQUIREMENTS AND TO NOTIFY OWNER OF ANY DISCREPENCIES.
4' MIN. PATH OF TRAVEL
TO VAN DROP-OFF AREA
(E) 48" WIDE SIDEWALK PATH OF TRAVEL. IMPROVEMENTS TO THE ACCESSIBLE
SIDEWALKS ARE INCLUDED IN THE SCOPE OF THE ADJACENT 'JADE ST PARK RENOVATION PROJECT' & 'CAPITOLA COMMUNITY CENTER REMODEL' PROJECT.
PROPOSED
CONSTRUCTION
STAGING AREA
(N) DRAINAGE SWALE 2% MIN. SLOPE IN DIRECTION OF ARROW. SEE DETAIL A/A2.1 2% SLOPE AWAY
FROM BUILDING
10' MIN.
APPROX. LOCATION
(E) CLEAN OUT
APPROX. LOCATION
(E) WATER & SEWER
LINES
(E) CONCRETE CONTROL JOINTS
TO BE GROUND DOWN TO LESS
THAN 1/4" CHANGE IN LEVEL, TYP.
N
PROPOSED REMODEL
HERE
(E) PATH OF TRAVEL
TO JADE ST PARK &
COMMUNITY CENTER
(E) PATH OF TRAVEL
TO VAN DROP-OFF
& PRESCHOOL
JADE STREET
PARK
PLAYGROUND
COMMUNITY
CENTER
TENNIS COURTS
B
ASKETB
ALL
C
OURT
OPAL CLIFFS
PRESCHOOL
RESTROOMS
(E) PARKING
(E)
JA
PARKING
DE STREET
RAIL LINE
BASEBALL
FIELD
OPAL CLIFFS
ELEMENTARY
SCHOOL
SOCCER
FIELD
1 A2
N
1 SCALE: 1/8" = 1'-0"
SITE PLAN
2 SCALE: 1" =100'
WHOLE SITE PLAN
CONSTRUCTION NOTES:
CONTRACTOR TO COORDINATE DELIVERIES TO SITE, SITE ACCESS AND STORAGE LOCATIONS WITH CLIENT.
A. Construction Best Management Practices (BMPs)-Project construction and demolition activities shall comply with the CitY OR CAPITOLA’s Storm Water Best Management Practices for Construction.
See the CiTY website at:
https://www.cityofcapitola.org/sites/default/files/
fileattachments/public_works/page/22530/strm-bmp-1-5.pdf B. Materials Storage: Open bags of particulate, granular or powder materials (such as plaster or concrete) should be stored inside if possible. If stored outside, they must be covered or closed, and during the rainy season kept within secondary containment.
C. Paint & Chemical Storage: Paints, chemicals, and solvents must be properly stored inside or within a shed with double containment.
D. Refuse: Dumpsters lids must be kept closed and secured when not in use.
E. Check the sidewalk and street daily during the demolition and construction phases for soil or sediment drag-out, and sweep if needed.
F. Regularly maintain project erosion control measures. Check regularly for damage during construction work. All erosion control measures shall be inspected after each significant rain event and needed repairs made immediately upon detection.
G. THE CALGREEN MANDATORY REQUIREMENTS ARE LOCATED ON SHEET CA1, 2 & 3 ACCESSIBLE PATH OF TRAVEL COMPLIANCE NOTES:
(E) ACCESSIBLE PATH OF TRAVEL IS PROVIDED ON SITE. IF THERE IS ANY NONCOMPLIANCE IN (E) P.O.T, IT MUST BE UPGRADED AS NEEDED TO COMPLY:
1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON THE PLAN IS A BARRIER FREE ACCESS ROUTE, 4' WIDE MINIMUM WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP RESISTANT. CROSS SLOPE SHALL NOT BE STEEPER THAN 1:48 AND SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT BE STEEPER THAN 1:20.
2. ACCESSiBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINimum and protruding objects greater than 4" projection from wall and above 27" and less than 80".
3. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERFIY ALL ACCESSIBLE ROUTE LEVELS TO SHOW COMPLIANCE. WITH THE REQUIRED MAX. SLOPES AND CONDITIONS.
4. ANY PLANTING/ TREES TO BE CUT-BACK OR REMOVED TO PROVIDE A CLEAR AREA OF 80" MINimum ABOVE WALKING SURFACE AND ANY PROTRUDING PLANTING TO BE CUT-BACK/ REMOVED.
5. CONTRACTOR TO FIELD VERIFY THAT THERE ARE NO ABRUPT CHANGES IN LEVEL, AND TO GRIND DOWN/ REMOVE ANY THAT EXCEED THE MAX. CHANGES IN LEVEL STATED IN THE COMPLIANCE NOTES.
6. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY AREAS OF NON-COMPLIANCE IN THE ACCESSIBLE PATHS.
THE BUILDING IS U OCCUPANCY WITH STORAGE AND RESTROOMS
OCCUPANCY CALCULATIONS FOR THE RESTROOM AREA OF REMODEL:
FUNCTIONS: RESTROOM
AREA: 422 SQ.FT.
occ. load factor: 150 GROSS
design occ. load: 3
TOTAL RESTROOM OCCUPANCY: 3
EGRESS WIDTH:
OCCUPANCY WIDTH FACTOR (CBC 2022 1005.3.2) 0.2" X 3 = 1" MIN.
THEREFORE REQUIRED EGRESS WIDTH DOES NOT EXCEED MIN. REQUIRED BY CODE (48" WIDE)
EXITING CALCULATIONS (CBC 2022 CHAPTER 10):
A. NUMBER OF EXITS REQUIRED = 1 (EXCEEDS TABLE CBC 1006.2.1 BUT LESS THAN 501 OCCUPANTS)
B EXIT ACCESS TRAVEL DISTANCE <200' (CBC 2022 TABLE 1017.2).
MAX. EXIT DIsTANCE 22' < 200' THEREFORE COMPLIES
OCCUPANCY & EXITING
456
Item 8 I.
DATE
Job:
Sheet
Date:
Scale:
Drawn:
REVISIONS
DRAFT 01/30/25
BUILDING
PERMIT SET
BUILDING 06/20/25
PERMIT SET
BY
A3
Plotted On: 6/11/25
6/11/25
AS NOTED
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IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL HAVE
BEEN ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
THE ARCHITECT MUST BE NOTIFIED
OF ANY DISCREPANCY IN
DIMENSIONS, FIELD CONDITIONS OR
OTHER INFORMATION THAT IS
CONTAINED IN AND/OR DIFFERS
FROM THESE DOCUMENTS.
THESE DOCUMENTS ARE THE
PROPERTY OF THE ARCHITECT AND
MAY NOT BE USED OR
REPRODUCED WITHOUT WRITTEN
CONSENT. THE ARCHITECT
DISCLAIMS ANY RESPONSIBILITY
RESULTING FROM UNAUTHORIZED
USE.
COPYRIGHT STARTS FROM THE
DATE OF THE EARLIEST CONTRACT
THROUGH CONSTRUCTION
DOCUMENTS.
2837 MISSION ST | SANTA CRUZ CA 95060
W01 W02 W03
W09
W08
D03
W04
W05
W07
D01
W06
D02
C
C
B
B
A
A
6 A7
7 A7
6 A7
7"-9" 7"-9"
4'
6'-1"
4'
60" MIN.
1'-9 3/16"
OPEN
44" MIN. CLR.
2'
17"-18"
17"-18"
4'-8" 4'-8"
11'-3"
6'-7"
5'-3 1/2"
1'-10"
9" 9"
4' MIN.
1'-6" MIN.
4' MIN.
1'-6" MIN.
3' 3'
3'
3' 5'
EQ. EQ.
2' MIN. TYP.
18" MIN.
B
A4
B
A4
A
A4
A
A4
1 A4
2 A4
3 A4
1 2
3 4 A5
5 6
7 8 A5
C
A4
C
A4
4 A4
D
A4
D
A4
(N) toilet seat COVER
dispenser operable
mechanism <40" aff
with clear floor area
(N) accessible
toilet. HANDLE TO
POINT TOWARD WIDE
SIDE OF STALL
(N) accessible
toileT. HANDLE TO
POINT TOWARD WIDE
SIDE OF STALL
(N) URINAL SCREEN
4 4
6 6
(N) SANITARY NAPKIN
DISPOSAL UNIT
7 (N) DOOR TO OPEN IN
DIRECTION SHOWN.
(N) URINAL
(SEE 7/AC1)
1 2
3 4
5 6
7 8
9 10
11 12
2 2
3 3
10 THRESHOLD TO BE GROUND
TO 1/4" MAX.
THRESHOLD TO BE GROUND
TO 1/4" MAX.
WALL END WHERE WING WALL
REMOVED TO BE GROUND TO
MATCH SURROUNDING WALL
WALL END WHERE WING WALL
REMOVED TO BE GROUND TO
MATCH SURROUNDING WALL
EXTERIOR PAINT COLOR
CHANGE AT CORNER HERE
EXTERIOR PAINT COLOR
CHANGE AT CORNER HERE
(N)
DOWNSPOUT
TO SPLASH
BLOCK TO
SWALE
(N)
DOWNSPOUT
TO SPLASH
BLOCK TO
SWALE
(N) SIGNAGE
(SEE LEGEND)
(N) DOOR TO OPEN IN
DIRECTION SHOWN.
9 8
10 (N) URINAL SCREEN
(N) accessible
WASHBASIN (SEE 11/AC1)
(N) SOAP
DISPENSER
1 (N) SURFACE MOUNTED ADA
COMPLIANT PAPER TOWEL DISPENSER
CONTROL POINT @ MAX. 40" AFF, TYP.
(N) ADULT CHANGE
STATION
9 11 11
10 10
1 5
REPLACE (E) DOOR
WITH (N)
8 (N) SIGNAGE
(SEE LEGEND)
(N) BABY CHANGE
STATION
C
L
C
L
C C L L
60 60" X 59" " X 59"
SEE FIG.15/AC1
FOR
ACCESSIBLE
W.C. DETAILS
SEE FIG.15/AC1
FOR
ACCESSIBLE
W.C. DETAILS
60" X 36" 60" X 36"
30" X 48"
C
L
ALL-GENDER
RESTROOM 2
FLOOR PLAN NOTES:
NO PROPOSED WORK IN STORAGE ROOM OTHER THAN REPLACING GABLE END LOUVERED WINDOWS AND DOOR.
1. FLOOR TO BE LEVELED AND REFINISHED. MAX. SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. (E) FLOOR DRAIN TO BE REPLACED WITH (N) FLUSH WITH LEVEL OF (N)
FLOOR FINISH
2. ALL VENT WINDOWS & SCREENED WINDOW OPENINGS TO BE REPLACED WITH (N)
3. (N) PAINT FINISH THROUGHOUT INTERIOR AND EXTERIOR
4. (E) DAMAGED RAFTER TAILS TO BE REPAIRED/ REPLACED AS REQUIRED
5. EXTERIOR PATH OF TRAVEL & ACCESSIBILITY UPGRADES ARE INCLUDED IN THIS
SCOPE OF WORK AS SHOWN ON THE CIVIL PLAN
54" X 60"
44" X 58"
54" X 60"
44" X 58"
FLOOR PLAN LEGEND:
1. (N) SURFACE MOUNTED SOAP DISPENSER
2. GRAB BAR 42" LONG (SEE 12 & 16/AC1)
3. GRAB BAR 36" LONG (SEE 12 & 16/AC1)
4. (N) toilet seat COVER dispenser SURFACE MOUNTED operable mechanism <40" aff with clear floor area (SEE 15/AC1)
5. (N) SURFACE MOUNTED ADA COMPLIANT PAPER TOWEL DISPENSER CONTROL POINT @ MAX. 40" AFF, TYP.
6. (N) SURFACE MOUNTED DOUBLE TOILET TISSUE DISPENSER (SEE 14 & 15/AC1)
7. SANITARY NAPKIN DISPOSAL SURFACE MOUNTED (SEE 15/AC1)
8. (N) COAT HOOKS ON RESTROOM SIDE OF ALL DOORS @ 40"-48" AFF, TYP.
9. (N) ADULT CHANGE TABLE
10. SCREEN PARTITION/ URINAL SCREEN
11. (N) BABY CHANGE STATION
12. (N) MIRROR BOTTOM EDGE @ 40" MAX. AFF
SIGNAGE LEGEND:
SEE SHEET AC-2 FOR SIGNAGE DETAILS, MOUNTING HEIGHTS AND LOCATIONS ETC. (N) 12" ADA AND ALL GENDER RESTROOM DOOR SIGN INCLUDING WORD 'ALL-GENDER
RESTROOM' AND ISA CENTERED ON RESTROOM DOORS
(N) WALL-MOUNTED PICTOGRAM SIGN FOR ADA ALL-GENDER RESTROOMS. INCLUDES ROOM NAME AND TACTILE SIGNAGE. LOCATED AT LATCH SIDE OF BOTH RESTROOM DOORS
(N) TACTILE ROOM SIGN LOCATED AT LATCH SIDE OF DOOR
C
L
18" X 18"
C
L
18" X 18"
SIM.
(E)
STORAGE
ROOM
NO PROPOSED
CHANGES
LINE OF OPEN CHANGE TABLE
30" X 48"
C
L
LINE OF OPEN CHANGE TABLE
C
L
ALL-GENDER
RESTROOM 1
30" X 48"
C
L
30" X 48"
C
L
LINE OF OPEN CHANGE TABLE
LINE OF OPEN CHANGE TABLE
C
L
RM I.D.
RM I.D.
5 8"
4'-3" 3'-4
1 "
4'-1"
11'-3" 11'-10 1/2"
4'-8"
3'-6 1/4" 1'-7"
8'-9" 2'-1" 2'-10 1/2" 3'-5
3/4" 1'-6
3/4"
1'-5 1/2"
11'-10"
4 1/2" 3'-4" 4 1/4"
4'-0 3/4"
8" WING WALL TO BE
REMOVED
8" WING WALL TO BE
REMOVED
5 5
WOMEN'S
RESTROOM
MEN'S
RESTROOM
1 2
3 4
5 6
1 1
1 1
1 2
2 2 2
2 2
2 3
3 3
3 4 4
6 6
7 7
7 3
DEMO PLAN LEGEND:
1. DEMO (E) SLUMP BLOCK DIVIDING AND SCREEN WALLS
2. DEMO (E) FIXTURES AND FITTINGS
3. DEMO (E) VENT WINDOWS, TYP. INCLUDE WINDOWS AT NORTH END OF BUILDING.
4. DEMO (E) GATES. RETAIN (E) METAL FRAME. PATCH & REFINISH TO MATCH (N)
5. (E) DRAIN TO BE REMOVED AND RAISED TO BE FLUSH WITH (N) LEVELED FLOOR.
POSSIBLE GRINDING OF (E) FLOOR TO ACHIEVE (N) LEVEL AND MAX. SLOPE.
6. CUTBACK (E) 8" SLUMP BLOCK WING WALLS TO CORNER AS SHOWN. PREP WALL SURFACE WHERE CUT TO MATCH FINISH OF (E) WALL.
7. CUT BACK (E) DAMAGED RAFTER TAILS AND EAVE. SEE DETAIL 1/A7 DEMO PLAN NOTES:
-CAP ALL (E) PLUMBING LINES
3 A7
2 A7
2 A7
1 A7
1 A7
13'-0" 13'-0"
APPROX. 47'-6 1/2" V.I.F.
1 2
2 2
1 1
3 3
3 4
5 4 4
5 5
5 5
ROOF PLAN NOTES:
1. (E) ROOF, FRAMING TO REMAIN. (N) 3/4"
PLYWOOD SHEATHING, UNDERLAYMENT &
ASPHALT SHINGLE ROOFING, TYP.
2. (E) DAMAGED RAFTER TAILS TO BE CUTBACK
AND REPAIRED. (N) ROOF METAL BEAM CAPS
WITH DRIP EDGE TO BE ADDED. CUT BACK
SHEATHING AT EAVES. SEE DETAIL 1/A7.
3. (N) GUTTERS AND DOWNSPOUTS THROUGHOUT
4. (E) RIDGE BEAM TO BE CAPPED. (N) FASCIA
BOARD AND FLASHING. SEE DETAIL 2/A7.
ROOF PLAN LEGEND:
1. (N) LIFETIME ASPHALT SHINGLE ROOFING WITH (N)
SHEATHING & UNDERLAYMENT. COLOR SEE 'COLOR
SCHEDULE'/A6. GAF TIMBERLINE HDZ OR
APPROVED EQUAL.
2. (N) 5" RECTANGULAR GUTTERS, FLASHING &
FASCIA.
3. DASHED LINE INDICATES OUTLINE OF BUILDING
BELOW
4. (N) FLASHING & FASCIA AT GABLE END
5. (N) CAPS ON RAFTER TAILS & RIDGE BEAM ENDS,
TYP.
LINE OF (E) RIDGE
(E) R
O
OF S
L
O
P
E
A
P
P
R
O
X. 3 1/2 IN 12 V.I.F
(E) R
O
OF S
L
O
P
E
A
P
P
R
O
X. 3 1/2 IN 12 V.I.F
TYP.
TYP.
TYP.
TYP.
TYP.
N
N
N
1 SCALE: 1/2" = 1'-0"
FIRST FLOOR PLAN
2 SCALE: 1/4" = 1'-0"
AS-BUILT & DEMO FLOOR PLAN
3 SCALE: 1/4" = 1'-0"
ROOF PLAN
457
Item 8 I.
DATE
Job:
Sheet
Date:
Scale:
Drawn:
REVISIONS
DRAFT 01/30/25
BUILDING
PERMIT SET
BUILDING 06/20/25
PERMIT SET
BY
A4
Plotted On: 6/11/25
6/11/25
AS NOTED
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3 4
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5 5
1 -
0 2
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RESERVED | w
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IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL HAVE
BEEN ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
THE ARCHITECT MUST BE NOTIFIED
OF ANY DISCREPANCY IN
DIMENSIONS, FIELD CONDITIONS OR
OTHER INFORMATION THAT IS
CONTAINED IN AND/OR DIFFERS
FROM THESE DOCUMENTS.
THESE DOCUMENTS ARE THE
PROPERTY OF THE ARCHITECT AND
MAY NOT BE USED OR
REPRODUCED WITHOUT WRITTEN
CONSENT. THE ARCHITECT
DISCLAIMS ANY RESPONSIBILITY
RESULTING FROM UNAUTHORIZED
USE.
COPYRIGHT STARTS FROM THE
DATE OF THE EARLIEST CONTRACT
THROUGH CONSTRUCTION
DOCUMENTS.
2837 MISSION ST | SANTA CRUZ CA 95060
A B C
1 A7
3 A7
2 A7
2 A7
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
6'-10"
6"
+/- 7'-7 3/8"
6" 9 1/2"
4 1/2"
2'
(N) DOOR TO REPLACE (E)
(N) PAINT FINISH. COLOR
LIGHT GREY TO MATCH
ADJACENT WALL
(N) STAINLESS STEEL
LETTERING FONT TO
MATCH COMMUNITY
CENTER SIGN
ALIGN EDGES OF (N)
SOFFITS AT CORNERS, TYP.
D03
BLUE PAINT FINISH
@ ENTRY
SIM.
R
E
S
T
R
O
O
M
S
J
A
D
E
S
T
R
E
E
T
PA
R
K
(N) TACTILE
SIGN. SEE 1/A3
& SHEET AC2
(N) TACTILE
SIGN. SEE 1/A3
& SHEET AC2
±0"
1 FIRST FLOOR
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
+8'-2 1/2"
2 SECOND FLOOR
10'-9"
8' -1"
8'-5
5/8"
9'-1 1/2"
11'-8 1/8"
6 A7
7 A7
6 A7
4 A7
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
SIM.
TYP.
±0"
1 FIRST FLOOR
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
+8'-2 1/2"
2 SECOND FLOOR
W0 W04 5
REPLACE (E) MESH OPENINGS WITH
LOUVERED OPENINGS, TYP.
1 A7
3 A7
2 A7
2 A7
±0"
1 FIRST FLOOR
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
+8'-2 1/2"
2 SECOND FLOOR
W03 W02 W01
TYP.
SIM.
3 A7
1 A7
1 A7
4 A7
±0"
1 FIRST FLOOR
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
+8'-2 1/2"
2 SECOND FLOOR
W06
SIM.
TYP.
BLUE PAINT FINISH
@ ENTRY
±0"
1 FIRST FLOOR
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
+8'-2 1/2"
2 SECOND FLOOR
W07
D01
WALL CUTBACK TO
HERE. FINISH CUT
EDGE TO MATCH (E)
SLUMP BLOCK WALL
(N) GUTTER &
DOWNSPOUT TO (N)
SWALE
(N) GUTTER &
DOWNSPOUT TO (N) SWALE
(N) PAINT FINISH ON RAFTERS AND
ALL EXPOSED BEAMS & FRAMING
(N) PAINT FINISH ON (E)
SLUMP BLOCK WALLS, TYP.
FOR SIGNAGE SEE 1/A3.0
& AC2
W09 W08
REPLACE (E) LOUVERED
WINDOWS WITH (N), TYP.
ALIGN EDGES OF (N)
SOFFITS AT CORNERS
ALIGN EDGES OF (N)
SOFFITS AT CORNERS
BLUE PAINT FINISH
@ ENTRY
±0"
1 FIRST FLOOR
+8'-2 1/2"
2 SECOND FLOOR
1 SCALE: 1/4" = 1'-0"
WEST ELEVATION
B SCALE: 1/4" = 1'-0"
SECTION B
A SCALE: 1/4" = 1'-0"
SECTION A
2 SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
3 SCALE: 1/4" = 1'-0"
EAST ELEVATION
C SCALE: 1/4" = 1'-0"
SECTION C
4 SCALE: 1/4" = 1'-0"
NORTH ELEVATION
D SCALE: 1/4" = 1'-0"
SECTION D
7 FOR COLORS SEE FINISH SCHEDULE & 'COLOR SCHEDULE'/A6
1 2
3 4
5 6
7 A
B
C
D
E
1 1
1 1 1
1 2
2 3
3 3
4 4
5 6
6 6
6 6
6 7 7
7 7 7
E
D
D
B
C
C
C
C
A A
A
A
A
3 8
8 ELEVATION KEYNOTES:
1. (N) PAINT FINISH AT (E) SLUMP BLOCK WALL @ EXTERIOR
IN MATT LIGHT GREY FINISH (SEE COLOR SCHEDULE/A6).
MATCH (E) SLUMP BLOCK WALL TEXTURE AND
APPEARANCE WITH TROWELABLE ENGINEERED CEMENT.
2. (N) PAINT FINISH AT (E) SLUMP BLOCK WALL @
EXTERIOR ENTRY IN BLUE FINISH (SEE COLOR SCHEDULE/
A6)
3. FIXED VENTED WINDOWS SHEET METAL WITH MESH
SCREENS IN DARK GREY/ BLACK
4. GAF TIMBERLINE HDZ ASPHALT SHINGLE IN FOX
HOLLOW LIGHT GREY
5. (N) METAL GATED ENTRY IN DARK GREY/ BLACK
6. (N) GUTTERS WHITE FINISH TO MATCH SOFFIT &
EXPOSED RAFTERS & BEAMS. (N) downspouts paint to
match adjacent wall color
7. (N) WHITE PAINT FINISH ON EXPOSED RAFTERS, BEAMS,
TRIM & SOFFIT
8. (N) lettering to be matt finish high quality
stainless steel, font to match (N) community
center signage. please provide shop drawings
for approval.
SECTION KEYNOTES
1. (E) SLUMP BLOCK WALL AT INTERIOR TO HAVE EPOXY
FINISH IN WHITE (SEE 'COLOR'SCHEDULE'/A6)
2. (N) PAINT FINISH AT (E) SLUMP BLOCK WALL @
EXTERIOR ENTRY IN BLUE FINISH (SEE COLOR SCHEDULE/
A6)
3. (N) WHITE PAINT FINISH ON EXPOSED RAFTERS, BEAMS,
TRIM & SOFFIT
4. FIXED VENTED WINDOWS SHEET METAL WITH MESH
SCREENS IN DARK GREY/ BLACK
5. (N) METAL GATED ENTRY IN DARK GREY/ BLACK tbd
(SEE 'COLOR'SCHEDULE'/A6)
458
Item 8 I.
CAPITOLA COMMUNITY CENTER
IMPROVEMENT PROJECT
4400 JADE STREET, CAPITOLA CA
ORIGINAL SHEET SIZE: 24" X 36"
515 SWIFT ST. SANTA CRUZ CA 95060
PHONE 831.423.6040 | WWW.JLJA.COM
California Landscape Architect License 3163 SHEET TITLE:
DRAWN BY:
DATE:
SCALE:
MO/ED
04/24/2024
PROJECT: REVISIONS AND RECORD OF ISSUE:
NO.
1. 2.3.4.5.6.
DATE DESCRIPTION
10/03/2023 MINOR DESIGN PERMIT10/27/2023 50% CD
L0.0A LANDSCAPE TITLE SHEET
NOT TO SCALE
02/07/2024 90% CD SET- ADD ALTERNATE
1. REFER TO SURVEY DATED MARCH 15, 2023
FOR EXISTING CONDITIONS. DO NOT START
WORK UNTIL ALL PROTECTIONS ARE IN PLACE.
2. ALL MATERIALS AND WORKMANSHIP TO
CONFORM TO ALL APPLICABLE GOVERNING
CODES AND ORDINANCES. WHEREVER THESE
DRAWINGS VARY FROM THOSE CODES
AND/OR ORDINANCES, THE CONTRACTOR IS
TO FOLLOW THE DRAWINGS AS LONG AS THEY
MEET OR EXCEED THE CODES AND/OR
ORDINANCES. IF THE DRAWINGS DO NOT
COMPLY WITH CODE, IMMEDIATELY NOTIFY
LANDSCAPE ARCHITECT AND OWNER'S
REPRESENTATIVE.
3. FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS SHOWN ON THE DRAWINGS
PRIOR TO COMMENCEMENT OF ANY WORK
UNDER THIS CONTRACT, INCLUDING BUT NOT
LIMITED TO: SETBACKS, EASEMENTS,
PROPERTY LINES, RIGHT-OF-WAYS, TOP AND
BOTTOM OF SLOPES, UTILITIES, STRUCTURES,
AND PROJECT LIMITS OF WORK. IMMEDIATELY
REPORT DISCREPANCIES BETWEEN THE
DRAWINGS AND ACTUAL SITE CONDITIONS TO
THE OWNER'S REPRESENTATIVE AND
LANDSCAPE ARCHITECT IN WRITING FOR
RESOLUTION BEFORE BEGINNING WORK.
4. DO NOT WILLFULLY PROCEED WITH
CONSTRUCTION AS DESIGNED WHEN IT IS
OBVIOUS THAT OBSTRUCTIONS,
DISCREPANCIES AND GRADE DIFFERENCES
EXIST THAT MAY NOT HAVE BEEN KNOWN
DURING THE DESIGN PROCESS AND THE
PREPARATION OF THESE DRAWINGS.
IMMEDIATELY BRING SUCH DISCREPANCIES
TO ATTENTION OF OWNER'S REPRESENTATIVE
AND LANDSCAPE ARCHITECT PRIOR TO
EXECUTING WORK.
5. UNDERTAKE EXCAVATION IN VICINITY OF
UTILITIES AND EXISTING IMPROVEMENTS WITH
GREAT CARE. ASSUME FULL RESPONSIBILITY IF
THESE IMPROVEMENTS ARE DAMAGED DUE
TO CONTRACTOR'S NEGLIGENCE.
6. PROVIDE CONTINUOUS COORDINATION WITH
OWNER'S REPRESENTATIVE AND DESIGN
DRAWINGS.
7. NOTIFY UNDERGROUND "DIG ALERT" SERVICE
AT 811 AT LEAST 48 HOURS PRIOR TO
BEGINNING EXCAVATION OPERATIONS.
8. PRIOR TO INSTALLING HARDSCAPE ELEMENTS,
REVIEW LOCATIONS OF UTILITY ELEMENTS
SUCH AS JUNCTION BOXES, GFCI'S, METERS,
CONDUITS, CLEAN-OUTS, COVERS, ETC., WITH
OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT.
9. ENSURE THAT ROUGH GRADE HAS BEEN
ACCEPTED BY OWNER'S REPRESENTATIVE AND
LANDSCAPE ARCHITECT PRIOR TO BEGINNING
HARDSCAPE LAYOUT AND FINE GRADING.
10. NOTIFY LANDSCAPE ARCHITECT A MINIMUM
OF FIVE (5) WORKING DAYS IN ADVANCE PRIOR
TO SCHEDULING A CONTRACTOR-REQUESTED
SITE VISIT. LANDSCAPE ARCHITECT TO REVIEW
ROUGH GRADING, UTILITY PLACEMENT,
HARDSCAPE/FENCE LAYOUT, PLANTING AND
OTHER SITE FEATURES.
11. CONTRACTOR TO VERIFY QUANTITIES BASED
ON FIELD MEASUREMENTS.
CLIENT: CITY OF CAPITOLA
CITY OF CAPITOLA PUBLIC WORKS DEPARTMENT
PROJECT MANAGER: JESSICA KAHN
[email protected]
420 CAPITOLA AVENUE, CAPITOLA CA 95010
(831) 475 7300
CITY OF CAPITOLA RECREATIONS DEPARTMENT
NIKKI BRYANT: [email protected]
420 CAPITOLA AVENUE, CAPITOLA CA 95010
(831) 475 7300
ARCHITECT: BOONE LOW RATLIFF ARCHITECTS, INC.
JACQUELYN LOW: [email protected]
KATE RHEIN: [email protected]
2837 MISSION STREET, SANTA CRUZ CA 95060
(831) 423 1316
ELECTRICAL ENGINEER: AURUM CONSULTING ENGINEERS
MONTEREY BAY, INC.
ELDRIDGE O. BELL, P.E.: [email protected]
404 W. FRANKLIN ST., SUITE 100, MONTEREY, CA 93940
(831) 646 3330
MECHANICAL ENGINEER: COLEBREIT + AXIOM ENGINEERS
SEAN L. RING, PE: [email protected]
303 POTRERO ST, SUITE 43-108, SANTA CRUZ CA 95060
(831) 464 4320
STRUCTURAL ENGINEER: ANDREW RADOVAN CIVIL
ENGINEERING, INC.
ANDREW RADOVAN: [email protected]
2815 MISSION STREET, SANTA CRUZ CA 95060
(831) 459 7296
LANDSCAPE ARCHITECT: JONI L. JANECKI & ASSOCIATES, INC
JONI L. JANECKI: [email protected]
ERICA DREW: [email protected] (PROJECT MANAGER)
515 SWIFT ST, SANTA CRUZ CA 95060
(831) 423 6040
CIVIL ENGINEER: IFLAND ENGINEERS
JON IFLAND: [email protected]
1509 SEABRIGHT AVE, SUITE 1B, SANTA CRUZ CA 95062
O (831) 426 5313 X206
D (831) 316 3573
ACOUSTIC CONSULTANT: SONICS ESD
JIM BARATH, PH.D., INCE: [email protected]
40 RAGSDALE DRIVE SUITE 130, MONTEREY CA 93940
(831) 646 9711
COST ESTIMATOR: LELAND SAYLOR ASSOCIATES
JEFF SAYLOR: [email protected]
1777 OAKLAND BLVD, SUITE 103, WALNUT CREEK CA 94596
(925) 330 2642
VICINITY MAP
ABBREVIATIONS
B.O.C.
C.E.
B.O.W.
CMU.
A.C.
APPROX.
BLDG.
CLKG.
CONC.
CONT.
CONSTR.
DIA.
DET.
CTR.
BLK.
ARCH.
AL.
AGGR.
ADJ.
POUND OR NUMBER
DIAMETER OR ROUND
CENTERLINE
AT
ANGLE
& AND
ADJACENT
AGGREGATE
ALUMINUM
APPROXIMATE
ARCHITECTURAL
ASPHALT
BACK OF CURB
BOTTOM OF WALL
BUILDING
BLOCK
CIVIL ENGINEER
CAULKING
CONCRETE
CONSTRUCTION
CONTINUOUS
CENTER
DETAIL
DIAMETER
B.C.R.
ACC. ACCESSIBLE
B.O.S. BOTTOM OF SLOPE
CIP CAST IN PLACE
D.A. DISABLED ACCESS
CENTER LINE
GA.
GALV.
GR.
GND.
FS
DIM.
EJ
EL.
ELEC.
FG
EXT.
EXP.
DN.
DWGS
DIMENSION
DOWN
DRAWINGS
EXPANSION JOINT
ELEVATION
ELECTRICAL
EXPANSION
EXTERIOR
FINISH GRADE
FINISH SURFACE
GAUGE
GALVANIZED
GROUND
GRADE
EQ EQUAL
LT
NIC
MIN.
NTS
MTL
MTD.
MFR.
MET.
MAX
HT
HDR HEADER
HEIGHT
LIGHT
MAXIMUM
METAL
MANUFACTURER
MINIMUM
MOUNTED
MATERIAL
NOT IN CONTRACT
NOT TO SCALE
E EXISTING
N NEW
#
@
LC
LC
SHT. SHEET
POT
PA
TBS
TYP
T.O.W.
PIP
W/O
W/
T.C.
STRL.
SCH
PRCST.
R
VERT.
STD
S.S.
SPEC.
REQ.
REINF.
RAD
OD
O.C.
QTY
ON CENTER
PLANTING AREA
PRECAST
POURED IN PLACE
POINT OF TANGENCY
QUANTITY
RISER
RADIUS
REINFORCED
REQUIRED
SCHEDULE
SPECIFICATION
STAINLESS STEEL
STANDARD
STRUCTURAL
TREAD
TOP OF CURB
TOP OF WALL
TYPICAL
TO BE SELECTED
VERTICAL
WITH
WITHOUT
T.O.S. TOP OF SLOPE
O.C.E.W.
UBC
PVC POLYVINYL CHLORIDE
R
T
FOB
FOW FACE OF WALL
FACE OF BUILDING
FOC FACE OF CURB
GENERAL NOTES PROJECT DIRECTORY SHEET INDEX
CONCEPT GRAPHIC CONCEPT STATEMENT
BEGINNING OF
CURVE RADIUS
CONCRETE MASONRY
UNIT
UNIFORM BUILDING
CODE
OUTSIDE DIAMETER
(DIM.)
ON CENTER EACH
WAY
ABOVE
BLUFFS
COMMUNITY | CONNECTION
UNDER
OCEAN
REFLECTION | CONTEMPLATION
AT
WHARF & BEACH
ACTIVITY | MOVEMENT
THE DESIGN CONCEPT IS INSPIRED BY THE NATURAL ELEMENTS OF THE CAPITOLA AREA, WHICH INCLUDES 1) OCEAN, 2) WHARF AND BEACH, AND 3) BLUFFS AND GEOLOGIC PURISIMA FORMATION. THESE THREE ENTITIES
INFORM THE LANDSCAPE AND ARCHITECTURAL DESIGN, AS WELL AS TIE INTO THE COMMUNITY CENTER'S USES AND PROGRAMS.
1) OCEAN: THE CONCEPT IS UNDER, INCORPORATING QUIET, PEACEFUL SPACE WITH COOL COLORS AND A WATER FEATURE. THIS AREA HOLDS THE COMMUNITY CENTER'S ART, MEDITATION AND MINDFULNESS CLASSES. 2) WHARF AND BEACH: THE CONCEPT IS AT, THE PLACE OF TRANSITION, WHERE ONE ENTERS, ARRIVES, AND UNITES. THE MATERIALS ARE INSPIRED BY THE WHARF AND BEACH. 3) CLIFFS AND GEOLOGIC PURISIMA FORMATION. THE CONCEPT IS ABOVE, WHERE THE COMMUNITY GATHERS AND ENGAGES, AND ACTIVITY IS OUTWARD AND SOCIAL. THIS SPACE HAS AN EXPANSIVE PATIO OF DECORATIVE CONCRETE PAVING, INSPIRED BY THE OCEAN WAVES LAPPING THE BEACH. A LAYERED "FOSSIL" SEDIMENTARY WALL ANCHORS ONE CORNER, WHILE THE OTHER CORNER HOLDS A STAGE. -
SHEET
NUMBER
SHEET TITLE
L0.0A LANDSCAPE TITLE SHEET
L0.1A TREE REMOVAL & PROTECTION PLAN
L1.0A LANDSCAPE MATERIALS PLAN
L1.1A MATERIALS LAYOUT PLAN
L1.2A LANDSCAPE MATERIALS DETAILS
L1.3A STAGE ELEVATIONS AND SECTIONS
L1.4A LANDSCAPE MATERIALS DETAILS
L1.5A LANDSCAPE MATERIALS DETAILS
L1.6A LANDSCAPE MATERIALS DETAILS
L1.7A LANDSCAPE MATERIALS DETAILS
L2.0A IRRIGATION PLAN
L2.1A IRRIGATION LEGEND & NOTES
L2.2A IRRIGATION DETAILS
L2.3A IRRIGATION DETAILS
L2.4A IRRIGATION DETAILS
L2.5A IRRIGATION DETAILS
L3.0A PLANTING PLAN
L3.1A PLANT SCHEDULE AND NOTES
L3.2A PLANTING DETAILS
CAPITOLA COMMUNITY CENTER IMPROVEMENT PROJECT
04/24/2024
City of Capitola
ADD ALTERNATE
LANDSCAPE PLAN
100% CONSTRUCTION DOCUMENTS
BUILDING PERMIT SET
APRIL 24, 2024
4400 Jade Street, Capitola CA
BUILDING PERMIT SET
(ADD ALTERNATE)
T:\PROJECTS\23-150.BLR-Capitola Community Ctr Renov\Drawings\CCC Landscape Title Sheet.dwg, L0.0A Landscape Title Sheet, 4/25/2024 9:19:43 PM, Erica Drew, AutoCAD PDF (Smallest File).pc3, ARCH D (36.00 x 24.00 Inches), 1:1 459
Item 8 I.
16 14
15 17
7 10
6 5
2 1
9 8
11 13
4 3
12 EXISTING PLAYGROUND
BASEBALL PITCH
PARKING
PARKING
CAPITOLA COMMUNITY CENTER CAPITOLA COMMUNITY CENTER IMPROVEMENT PROJECT 4400 JADE STREET, CAPITOLA CA ORIGINAL SHEET SIZE: 24" X 36"
515 SWIFT ST. SANTA CRUZ CA 95060
PHONE 831.423.6040 | WWW.JLJA.COM
California Landscape Architect License 3163 SHEET TITLE:
DRAWN BY:
DATE:
SCALE:
MO/ED
04/24/2024 PROJECT: REVISIONS AND RECORD OF ISSUE: NO. 1. 2. 3. 4. 5. 6. DATE DESCRIPTION 10/03/2023 MINOR DESIGN PERMIT 10/27/2023 50% CD T:\PROJECTS\23-150.BLR-Capitola Community Ctr Renov\Drawings\CCC Landscape.dwg, L0.1A Tree Removal & Protection Plan, 4/25/2024 2:01:52 PM, Erica Drew, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
EXISTING TREE TO REMAIN, PROTECT IN PLACE
TREE PROTECTION FENCING, SECTION 01 5639
TREES TO BE REMOVED
TREE # BOTANICAL NAME COMMON NAME DIAMETER
3 LIQUIDAMBAR STYRACIFLUA SWEETGUM 13"*
4 LIQUIDAMBAR STYRACIFLUA SWEETGUM 14"*
8 LIQUIDAMBAR STYRACIFLUA SWEETGUM 15"*
9 LIQUIDAMBAR STYRACIFLUA SWEETGUM 11"*
11 CORDYLINE AUSTRALIS NEW ZEALAND CABBAGE 5"**
13 SYAGRUS ROMANZOFFIANA QUEEN PALM 8.5"**
1. EXISTING TREES SHOWN ARE BASED ON TOPOGRAPHIC
SURVEY PREPARED BY IFLAND SURVEY DATED 03/15/2023.
EXACT SPECIES, SIZE, CANOPY AND HEALTH TO BE
CONFIRMED PENDING COMPLETION OF ARBORIST
REPORT.
2. TREE MITIGATION: TWO NEW 24-INCH BOX OR LARGER
TREES SHALL BE PLANTED FOR EVERY ONE TREE
REMOVED OR AS SPECIFIED BY CERTIFIED PROJECT
ARBORIST AND ACCEPTED BY THE COMMUNITY
DEVELOPMENT DIRECTOR AND/OR DESIGNEE, PER CITY
OF CAPITOLA REQUIREMENTS. REFER TO PLANTING PLAN,
L3.0.
3. TREE PRUNING AND REMOVAL OPERATIONS: ALL TREE
PRUNING OR REMOVALS SHOULD BE PERFORMED BY A
QUALIFIED ARBORIST WITH A C-61/D-49 CALIFORNIA
CONTRACTORS LICENSE. TREE PRUNING SHOULD BE
SPECIFIED ACCORDING TO ANSI A-300A PRUNING
STANDARDS AND ADHERE TO ANSI Z133.1 SAFETY
STANDARDS. TREES THAT NEED TO BE REMOVED OR
PRUNED SHOULD BE IDENTIFIED IN THE
PRE-CONSTRUCTION WALK THROUGH.
14. TREE PROTECTION ZONE (TPZ): THE TREE PROTECTION
ZONE (TPZ) OF EXISTING TREES IS CALCULATED AS: DBH
INCHES = RADIUS OF TPZ IN FEET.
15. PROHIBITED ACTIVITIES WITHIN TPZ: NO STORAGE OF
CONSTRUCTION MATERIALS, DEBRIS, OR EXCESS SOIL
WILL BE ALLOWED WITHIN THE TREE PROTECTION ZONE.
SPOILS FROM THE TRENCHING SHALL NOT BE PLACED
WITHIN THE TREE PROTECTION ZONE EITHER
TEMPORARILY OR PERMANENTLY. CONSTRUCTION
PERSONNEL AND EQUIPMENT SHALL BE ROUTED OUTSIDE
THE TREE PROTECTION ZONE. ALL CONSTRUCTION
ACTIVITIES MUST BE EXCLUDED FROM TREE PROTECTION
ZONES, UNLESS SUCH ENCROACHMENTS ARE
UNAVOIDABLE, IN WHICH CASE THE PROJECT ARBORIST
MUST PROVIDE SUPERVISION REGARDING ROOT
PROTECTION AND PRESERVATION.
8. PRE-CONSTRUCTION MEETING WITH PROJECT ARBORIST:
PRIOR TO BEGINNING WORK, ALL CONTRACTORS SHALL
ATTEND A PRE-CONSTRUCTION MEETING WITH THE
PROJECT ARBORIST TO REVIEW THE TREE PROTECTION
GUIDELINES. ACCESS ROUTES, STORAGE AREAS, AND
WORK PROCEDURES WILL BE DISCUSSED. TREE
PROTECTION LOCATIONS SHOULD BE MARKED BEFORE
ANY FENCING CONTRACTOR ARRIVES.
9. TREE PROTECTION FENCE: TREE PROTECTION FENCE
SHOULD BE ESTABLISHED PRIOR TO THE ARRIVAL OF
CONSTRUCTION EQUIPMENT OR MATERIALS ON SITE.
FENCE SHOULD BE COMPRISED OF SIX-FOOT HIGH CHAIN
LINK FENCE MOUNTED ON EIGHT-FOOT TALL, 1 7/8-INCH
DIAMETER GALVANIZED POSTS, DRIVEN 24 INCHES INTO
THE GROUND AND SPACED NO MORE THAN 10 FEET
APART. ONCE ESTABLISHED, THE FENCE MUST REMAIN
UNDISTURBED AND BE MAINTAINED THROUGHOUT
CONSTRUCTION, INSPECTED PERIODICALLY, AND
REPAIRED AS NECESSARY. A FINAL INSPECTION BY THE
CITY ARBORIST AT THE END OF THE PROJECT WILL BE
REQUIRED PRIOR TO REMOVING ANY TREE PROTECTION
FENCE AND REPLACEMENT TREE SHALL BE PLANTED AT
THIS TIME.
14. TREE PROTECTION SIGNS: ALL SECTIONS OF FENCING
SHOULD BE CLEARLY MARKED WITH SIGNS STATING THAT
ALL AREAS WITHIN THE FENCING ARE TREE PROTECTION
ZONES AND THAT DISTURBANCE IS PROHIBITED. TEXT ON
THE SIGNS SHOULD BE IN BOTH ENGLISH AND SPANISH.
15. MONITORING: ANY TRENCHING, CONSTRUCTION OR
DEMOLITION THAT IS EXPECTED TO DAMAGE OR
ENCOUNTER TREE ROOTS SHOULD BE MONITORED BY
THE PROJECT ARBORIST OR A QUALIFIED ISA CERTIFIED
ARBORIST AND SHOULD BE DOCUMENTED. THE SITE
SHOULD BE EVALUATED BY THE PROJECT ARBORIST OR A
QUALIFIED ISA CERTIFIED ARBORIST AFTER
CONSTRUCTION IS COMPLETE, AND ANY NECESSARY
REMEDIAL WORK THAT NEEDS TO BE PERFORMED
SHOULD BE NOTED.
16. ROOT PRUNING: ROOT PRUNING SHALL BE SUPERVISED
BY THE PROJECT ARBORIST. WHEN ROOTS OVER 2 INCHES
IN DIAMETER ARE ENCOUNTERED, THEY SHOULD BE
PRUNED BY HAND WITH LOPPERS, HANDSAW,
RECIPROCATING SAW, OR CHAIN SAW RATHER THAN LEFT
CRUSHED OR TORN. ROOTS SHOULD BE CUT BEYOND
SINKER ROOTS OR OUTSIDE ROOT BRANCH JUNCTIONS
AND BE SUPERVISED BY THE PROJECT ARBORIST. WHEN
COMPLETED, EXPOSED ROOTS SHOULD BE KEPT MOIST
WITH BURLAP OR BACKFILLED WITHIN ONE HOUR.
17. BORING OR TUNNELING: BORING MACHINES SHOULD BE
SET UP OUTSIDE THE DRIP LINE OR ESTABLISHED TREE
PROTECTION ZONE. BORING MAY ALSO BE PERFORMED
BY DIGGING A TRENCH ON BOTH SIDES OF THE TREE
UNTIL ROOTS ONE INCH IN DIAMETER ARE ENCOUNTERED
AND THEN HAND DUG OR EXCAVATED WITH AN AIR
SPADE® OR SIMILAR AIR OR WATER EXCAVATION TOOL.
BORE HOLES SHOULD BE ADJACENT TO THE TRUNK AND
NEVER GO DIRECTLY UNDER THE MAIN STEM TO AVOID
OBLIQUE (HEART) ROOTS. BORE HOLES SHOULD BE A
MINIMUM OF THREE FEET DEEP.
18. TIMING: IF THE CONSTRUCTION IS TO OCCUR DURING THE
SUMMER MONTHS, SUPPLEMENTAL WATERING AND BARK
BEETLE TREATMENTS SHOULD BE APPLIED TO HELP
ENSURE SURVIVAL DURING AND AFTER CONSTRUCTION.
19. REFER TO SPECIFICATION SECTION 01 5639 - TEMPORARY
TREE AND PLANT PROTECTION.
20. REFER TO TREE RESOURCE ANALYSIS AND ARBORIST
REPORT BY:
NIGEL BELTON, CONSULTING ARBORIST
P.O. BOX 1744 APTOS, CA 95001
DATED 03/20/2024.
ROOF OVERHANG
SCALE: 1"=20'-0"
0 10' 20' 40'
1" = 20'-0"
L0.1A TREE REMOVAL & PROTECTION PLAN
LEGEND
EXISTING TREE TO BE REMOVED
TREE PROTECTION AND REMOVAL NOTES
TREE PROTECTION ZONE (TPZ)
LIMIT OF WORK
* DIAMETER = DIAMETER PER SURVEY PREPARED BY IFLAND SURVEY DATED 03/15/2023. ** DIAMETER = TRUNK DIAMETER AT 54-INCHES ABOVE GRADE IN ARBORIST REPORT BY NIGEL BELTON DATED 03/20/2024 02/07/2024 90% CD SET -ADD ALTERNATE 04/24/2024 4 5 TREE NUMBER BUILDING PERMIT SET (ADD ALTERNATE)
460
Item 8 I.
16 14
15 17
7 10
6 5
12 CAPITOLA COMMUNITY CENTER CAPITOLA COMMUNITY CENTER IMPROVEMENT PROJECT 4400 JADE STREET, CAPITOLA CA ORIGINAL SHEET SIZE: 24" X 36"
515 SWIFT ST. SANTA CRUZ CA 95060
PHONE 831.423.6040 | WWW.JLJA.COM
California Landscape Architect License 3163 SHEET TITLE:
DRAWN BY:
DATE:
SCALE:
MO/ED
04/24/2024 PROJECT: REVISIONS AND RECORD OF ISSUE: NO. 1. 2. 3. 4. 5. 6. DATE DESCRIPTION 10/03/2023 MINOR DESIGN PERMIT 10/27/2023 50% CD "WAVE" CONCRETE
PAVING
FREESTANDING BENCH WITH
WOOD TOP, LENGTH VARIES
CONCRETE TERRACED SEATING
DETAIL
RETAINING BENCH WITH
WOOD TOP
"FOSSIL" WALL DETAIL
L1.0A LANDSCAPE MATERIALS PLAN
SYMBOL DESCRIPTION
DECORATIVE GRAVEL,
SECTION 32 9300 - PLANTING MATERIAL
LEGEND
EXISTING TREE TO REMAIN
MAJOR CONTOUR, EXISTING
MINOR CONTOUR, EXISTING
ROOF OVERHANG, REFER TO ARCHITECTURAL
DRAWINGS
TREE, REFER TO PLANTING PLAN
PA PLANTING AREA, REFER TO PLANTING PLAN
PA
PA
8-INCH WIDE RETAINING WALL,
HEIGHTS VARY, 30 INCHES MAXIMUM
RETAINING BOULDERS, 2'-0" TO 5'-0" DIA.,
SECTION 32 9300 - PLANTING MATERIAL
BIKE RACKS (NOT IN ADD ALTERNATE, PART OF
BASE BID)
"PLANK" CONCRETE PAVING,
SECTION 32 1313 - CONCRETE PAVING
· LINEAR TOOLED JOINTS AT 12" W X 48" TO 60" L
RUNNING BOND RANDOM PATTERN
· INTEGRAL COLOR - MFR: DAVIS COLORS
· COLOR: SANDSTONE
· MEDIUM BROOM FINISH, IN DIRECTION OF
PLANKS
WHEELCHAIR
SEATING SPACE
PA
PA
PA
PA
PA
SCALE: 1"=10-0"
0 5' 10' 20'
PA
1" = 10'-0"
2 L1.6A
METAL PLAQUE ON
BOULDER
PUBLIC ART
OPPORTUNITY - N.I.C.
PATH TO PLAYGROUND -
FINAL LAYOUT TBD
2 L1.4A
CONCRETE SEAT WALL
AT STAGE
1 L1.4A
8-INCH WIDE CONCRETE
RETAINING WALL DETAIL
3-INCH LAYER WOOD CHIP MULCH AT ALL PLANTING
AREAS, SECTION 32 9300 - PLANTING MATERIALS
1 L1.5A
CONCRETE PAVING,
SECTION 32 1313 0 CONCRETE PAVING
· SAWCUT JOINTS
· MEDIUM BROOM FINISH, PERPENDICULAR TO
DIRECTION OF TRAVEL
LIGHT POST
WHEELCHAIR
SEATING SPACE
PA
PA
5 L1.6A
GRAVEL BAND AT GRASS
DETAIL
3 L1.7A
FREESTANDING BENCH
WITH WOOD TOP (TYP.
AT 8 LOCATIONS,
LENGTH VARIES)
6 L1.6A
3 L1.6A
SALVAGED WHARF PILE
DECORATIVE TRENCH
RADIUS GRATE
2 L1.7A
3 L1.5A
DECORATIVE
GRAVEL DETAIL
1 L1.6A
STONE WATER FEATURE
DETAIL
DECORATIVE SQUARE GRATE
REFER TO CIVIL DRAWINGS
2 L1.7A
2 L1.2A
T:\PROJECTS\23-150.BLR-Capitola Community Ctr Renov\Drawings\CCC Landscape.dwg, L1.0A Landscape Materials Plan, 4/25/2024 10:47:16 PM, Erica Drew, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1
MONUMENT SIGN
(PART OF BASE BID
PACKAGE)
BIKE RACK (PART OF BASE BID
PACKAGE)
1 L1.7A
PREFABRICATED
MESSAGE BOARD
DETAIL
EXISTING PLAYGROUND
BASEBALL PITCH
LIMIT OF WORK
"WAVE" CONCRETE PAVING,
SECTION 32 1313 - CONCRETE PAVING
· INTEGRAL COLOR - MFR: DAVIS COLORS
· COLOR: SILVERSMOKE
· CURVED COLD JOINTS
· SALT FINISH, REFER TO DETAIL
2 L1.5A
RETAINING
BOULDER DETAIL
4 L1.6A
METAL HEADER DETAIL
4 L1.5A
STABILIZED DECOMPOSED
GRANITE PAVING DETAIL
RELOCATE (2) EXISTING
LIGHT POSTS TO OUTSIDE
OF NEW WALL, PAINT
BLACK TO MATCH
ARCHITECTRUAL TRIM.
CONFIRM ALL LIGHT POSTS
TO BE RELOCATED AND
PAINTED WITH LANDSCAPE
ARCHITECT PRIOR TO
WORK. REFER TO SECTION
09 9113 - EXTERIOR
PAINTING. SEE DETAIL
.
2 L1.7A
FREESTANDING BENCH
WITH WOOD TOP
(7) EXISTING LIGHT POSTS TO REMAIN,
PAINT BLACK TO MATCH
ARCHITECTRUAL TRIM. CONFIRM ALL
LIGHT POSTS TO BE PAINTED WITH
LANDSCAPE ARCHITECT PRIOR TO
PAINTING. REFER TO SECTION 09 9113
- EXTERIOR PAINTING.
WASTE RECEPTACLE
(3 TOTAL)
2 L1.7A
FREESTANDING BENCH WITH
WOOD TOP LANDSCAPE MATERIALS PLAN
1" = 10'-0"
A
B
C
D
E
F
G
H
I
J
K
BOULDER SCHEDULE
BOULDER LABEL APPROXIMATE SIZE (L X W X H) REMARKS
A 2'-0" X 2'-6" X 2'-6"
B 3'-0" X 2'-0" X 3'-0"
C 3'-6" X 3'-0" X 3'-0"
D 4'-6" X 3'-0" X 3'-0"
E 5'-6" X 4'-0" X 4'-0"
F 4'-6" X 2'-6" X 2'-6"
G 4'-0" X 2'-0" X 3'-0"
H 4'-0" X 4'-0" X 4'-0"
I 4'-6" X 3'-0" X 3'-0"
J 3'-6" X 3'-0" X 3'-0"
K 4'-6" X 3'-0" X 4'-0" WITH METAL PLAQUE
L 5'-6" X 4'-0" X 4'-0"
BOULDER FOR FOUNTAIN TO
BE COORDINATED WITH
FOUNTAIN CONTRACTOR
5 NOTES:
1. CONTRACTOR SHALL SELECT, TAG, AND PHOTOGRAPH BOULDERS.
CONTRACTOR TO SUBMIT PHOTOS TO LANDSCAPE ARCHITECT FOR
REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY.
CONTRACTOR TO SCHEDULE AND COORDINATE.
2. SEE SECTION 32 9200 - PLANTING MATERIAL.
CONCRETE CONSTRUCTION JOINT
CONCRETE EXPANSION JOINT 02/07/2024 90% CD SET -ADD ALTERNATE 04/24/2024 BUILDING PERMIT SET (ADD ALTERNATE)
METAL HEADER,
SECTION 32 9300 - PLANTING MATERIAL
GRAVEL BAND AT GRASS,
SECTION 32 9300 - PLANTING MATERIAL
STABILIZED DECOMPOSED GRANITE,
SECTION 32 1243 - POROUS FLEXIBLE PAVING
DECORATIVE IRON DRAIN GRATES (2 TOTAL), REFER
TO CIVIL PLANS
(1) RADIUS
(1) SQUARE
LINEAR (NOT IN ADD ALTERNATE, PART OF
BASE BID)
WASTE RECEPTACLE (3 TOTAL),
SECTION 32 3300 - SITE FURNISHINGS
DECORATIVE CONCRETE RETAINING WALL WITH
"FOSSIL" HORIZONS, SECTION 03 3300 -
ARCHITECTURAL CONCRETE - LITHOCRETE
SEDIMENTARY WALL SYSTEM
L
7/L1.6A
4 L1.4A
RETAINING WALL AT EX.
BUILDING WALL DETAIL
TYPICAL AT 8 LOCATIONS
3 L1.4A
DEEPENED WALL
FOOTING AT EAST PATIO
DETAIL
461
Item 8 I.
16 14
17 7
10 6 5
12 PARKING
CAPITOLA COMMUNITY CENTER CAPITOLA COMMUNITY CENTER IMPROVEMENT PROJECT 4400 JADE STREET, CAPITOLA CA ORIGINAL SHEET SIZE: 24" X 36"
515 SWIFT ST. SANTA CRUZ CA 95060
PHONE 831.423.6040 | WWW.JLJA.COM
California Landscape Architect License 3163 SHEET TITLE:
DRAWN BY:
DATE:
SCALE:
MO/ED
04/24/2024 PROJECT: REVISIONS AND RECORD OF ISSUE: NO. 1. 2. 3. 4. 5. 6. DATE DESCRIPTION 10/03/2023 MINOR DESIGN PERMIT 10/27/2023 50% CD 1/8" = 1'-0"
T:\PROJECTS\23-150.BLR-Capitola Community Ctr Renov\Drawings\CCC Landscape.dwg, L1.1A Materials Layout Plan, 4/25/2024 4:46:36 PM, Erica Drew, DWG To PDF.pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1 02/07/2024 90% CD SET -ADD ALTERNATE L1.1A MATERIALS LAYOUT PLAN
LEGEND
SYMBOL DESCRIPTION
EXISTING TREE TO REMAIN
0' 4' 8' 16'
SCALE: 1/8"=1'-0"
2' R4'-10"
MID POINT OF ARC
END POINT OF ARC
RADIUS BUILDING PERMIT SET (ADD ALTERNATE) 04/24/2024
5'-0"
1'-0"
1'-0" 15'-4" 12'-7" 7 20'-5" 17'-0" 4'-0" 6'-0" 6'-0"
7'-0" 8'-0"
"PLANK" CONCRETE PAVING,
SECTION 32 1313 - CONCRETE PAVING · LINEAR TOOLED JOINTS AT 12" W X 48" TO 60" L RUNNING BOND RANDOM PATTERN · INTEGRAL COLOR - MFR: DAVIS COLORS · COLOR: SANDSTONE · MEDIUM BROOM FINISH, IN DIRECTION OF PLANKS
"WAVE" CONCRETE PAVING,
SECTION 32 1313 - CONCRETE PAVING · INTEGRAL COLOR - MFR: DAVIS COLORS · COLOR: SILVERSMOKE · CURVED COLD JOINTS · SALT FINISH, REFER TO DETAIL 6'-9" 6'-0" 6'-0" 4'-9" 5'-0" 5'-0"
7'-2"
16'-4"2'-0"
5'-0"
23'-0"
22'-10" 1'-2"
8'-3"
16'-6" 3'-8" 2'-6" 2'-6" 1'-5" 12'-0" 4'-6"
462
Item 8 I.
6 5 CAPITOLA COMMUNITY CENTER
IMPROVEMENT PROJECT
4400 JADE STREET, CAPITOLA CA
ORIGINAL SHEET SIZE: 24" X 36"
515 SWIFT ST. SANTA CRUZ CA 95060
PHONE 831.423.6040 | WWW.JLJA.COM
California Landscape Architect License 3163 SHEET TITLE:
DRAWN BY:
DATE:
SCALE:
MO/ED
04/24/2024
PROJECT: REVISIONS AND RECORD OF ISSUE:
NO.
1. 2.3.4.5.6.
DATE DESCRIPTION
10/03/2023 MINOR DESIGN PERMIT10/27/2023 50% CD
L1.2A
1/8" = 1'-0"
LANDSCAPE
MATERIALS DETAILS
T:\PROJECTS\23-150.BLR-Capitola Community Ctr Renov\Drawings\CCC Details_with base_L1.2A.dwg, L1.2A Landscape Materials Details, 4/25/2024 9:11:17 PM, Erica Drew, AutoCAD PDF (Smallest File).pc3, ARCH D (36.00 x 24.00 Inches), 1:1 "WAVE" CONCRETE PAVING
NOT TO SCALE
CONCEPT IMAGE
NOTES:
1. CONTRACTOR TO PROVIDE MINIMUM OF
5' X 5' MOCK-UP SHOWING ALL JOINTS,
COLORS, AND FULL RANGE OF FINISHES,
FOR REVIEW AND APPROVAL BY
LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. CONTRACTOR TO
CONSTRUCT UP TO (5) FIVE MOCK-UPS
PER CONDITION, AS NECESSARY, TO
ACHIEVE AN ACCEPTED FINISH.
2. REFER TO SECTION REFER TO SECTION
32 1313 - CONCRETE PAVING AND CIVIL
DRAWINGS.
3. LANDSCAPE ARCHITECT TO REVIEW
FORMS PRIOR TO POURING CONCRETE.
4. REFER TO SHEET L1.0A FOR BOULDER
SCHEDULE AND NOTES. 2
0' 2' 4' 8'
SCALE: 1/4"=1'-0"
1'
PLAN
SECTION 1-1
1/2"=1'-0" DOWELED, COLD JOINT
1'-6"
LIGHT MEDIUM DENSE
4'-0"
VERY LIGHT LIGHT MEDIUM
1'-6"
DENSE
4'-0"
VERY LIGHT
C B A D C B A D ADCB
LEGEND
DENSE SALT FINISH
MEDIUM SALT FINISH
LIGHT SALT FINISH
VERY LIGHT SALT FINISH D CB BACBA C DD BA C D BA CBA C D 02/07/2024 90% CD SET- ADD ALTERNATE 04/24/2024 BUILDING PERMIT SET (ADD ALTERNATE)
FIXED VERTICAL EDGE, WALL,
COLUMN, THRESHOLD, STEPS OR
CURB
SECTION - ISOLATION JOINT
SECTION - DOWELED EXPANSION JOINT
SECTION - CONTROL JOINT
SECTION - EXISTING CONCRETE TO NEW CONCRETE JOINT
FLUSH
3/8"
3/8" MAX
3/16"
MAX.
1/2"
1/3
SLAB
DEPTH
EXISTING CONCRETE PAVING
SANDED MASTIC JOINT - SUBMIT FOR
REVIEW AND APPROVAL PRIOR TO
INSTALLATION
SANDED MASTIC JOINT - SUBMIT FOR
REVIEW AND APPROVAL PRIOR TO
INSTALLATION
TOOLED SCORE JOINT AT 6'-0"
MAXIMUM EACH WAY OR AS NOTED
ON PLANS
#4 X 18" SMOOTH DOWEL WITH
PAPER SLEEVES AND CORK AT ONE
END @ 24" O.C.
SANDED MASTIC JOINT - SUBMIT SAMPLE
OF SAND AND JOINT SEALANT FOR REVIEW
AND APPROVAL PRIOR TO INSTALLATION
CONCRETE PAVING JOINTS DETAIL
3/4" = 1'-0"
1/2" DIAMETER X 29" DOWEL,
18" O.C. SPACING, GREASE
ONE END OF DOWEL
NOTE:
1. REFER TO SPECIFICATION
SECTION 32 1313 -CONCRETE
PAVING AND CIVIL DRAWINGS.
CONCRETE PAVING, REFER TO
CIVIL DRAWINGS
CONCRETE PAVING, REFER TO
CIVIL DRAWINGS
CONCRETE PAVING, REFER TO
CIVIL DRAWINGS
NEW CONCRETE PAVING
WITH THICKENED EDGE,
REFER TO CIVIL DRAWINGS 1
SALT FINISH ON ONE SIDE OF
JOINT, DENSE FOR 18",
GRADUALLY FADE OUT FOR
4'-0" FROM JOINT, SEE LEGEND
CURVED JOINTS INDICATE
SEPARATE CONCRETE POURS
"WAVE" CONCRETE PAVING
WITH INTEGRAL COLOR
MFR: DAVIS COLORS
COLOR: SILVERSMOKE
1-1
SECT
463
Item 8 I.
16 14
15 17 7
10 6 5
12 PARKING
CAPITOLA COMMUNITY CENTER
FS MV
CAPITOLA COMMUNITY CENTER
IMPROVEMENT PROJECT
4400 JADE STREET, CAPITOLA CA
ORIGINAL SHEET SIZE: 24" X 36"
515 SWIFT ST. SANTA CRUZ CA 95060
PHONE 831.423.6040 | WWW.JLJA.COM
California Landscape Architect License 3163 SHEET TITLE:
DRAWN BY:
DATE:
SCALE:
MO/ED
04/24/2024
PROJECT: REVISIONS AND RECORD OF ISSUE:
NO.
1. 2.3.4.5.6.
DATE DESCRIPTION
10/03/2023 MINOR DESIGN PERMIT10/27/2023 50% CD
L3.0A
1/8" = 1'-0"
PLANTING PLAN
28 5 GAL
POL MUN 3
15 GAL
ROS MUT
11 5 GAL
AST SIL
58 5 GAL
GRE JAD
30 5 GAL
ADE COR 4
15 GAL
GRE MUR 5
15 GAL
GRE NED
40 1 GAL
HEU MAX 3
24" BOX
MAG STE
44 1 GAL
ANE PRE
REPLACE AND REPAIR DAMAGED LAWN AND
IRRIGATION DUE TO CONSTRUCTION. 1
24" BOX
ACE PAL
SCALE: 1"=10-0" 0 5' 10' 20' 1
L3.2A
TREE PLANTING DETAIL 2
L3.2A
SHRUB PLANTING
DETAIL 3
L3.2A
TYPICAL PLANT SPACING
DETAIL 4
L3.2A
RODENT PROTECTION
FOR SHRUBS 5
L3.2A
GOPHER WIRE AT LAWN
02/07/2024
T:\PROJECTS\23-150.BLR-Capitola Community Ctr Renov\Drawings\CCC Planting.dwg, L3.0A Planting Plan, 4/25/2024 7:14:08 PM, Erica Drew, AutoCAD PDF (Smallest File).pc3, ARCH D (36.00 x 24.00 Inches), 1:1 3 36" BOX
ULM DRA 4
36" BOX
BET DUR
EXISTING PLAYGROUND
90% CD SET- ADD ALTERNATE
04/24/2024 BUILDING PERMIT SET (ADD ALTERNATE)
IRRIGATION EQUIPMENT, REFER TO
IRRIGATION DRAWINGS
13,720 sf
SOD
LWN
464
Item 8 I.
1ST AMENDMENT TO THE
PROFESSIONAL SERVICES AGREEMENT WITH BOONE LOW RATLIFF ARCHITECTS, INC.
FOR COMMUNITY CENTER PATIO PROJECT
between
CITY OF CAPITOLA AND BOONE LOW RATLIFF ARCHITECTS, INC.
The City of Capitola and Boone Low Ratliff Architects, Inc. hereby agree to the following Amendment(s) to the Contract dated May 27, 2025:
1) Increase the budget amount by $35,000 for Bid Support and Construction Administration Support
All other terms and conditions of the Professional Services Agreement remain in full force and effect.
CONTRACTOR: VERDE DESIGN, INC.
__________________________________ Date: ___________________ By:
CITY OF CAPITOLA
___________________________________ Date: ___________________ By: Benjamin Goldstein, City Manager
465
Item 8 I.
2ND AMENDMENT TO THE
PROFESSIONAL SERVICES AGREEMENT WITH VERDE DESIGN, INC. FOR JADE STREET
PARK UNIVERSALLY ACCESSIBLE PLAYGROUND PROJECT
between
CITY OF CAPITOLA AND VERDE DESIGN, INC.
The City of Capitola and Verde Design, Inc., hereby agree to the following Amendment(s) to the Contract dated February 9, 2023:
1) Increase the budget amount by $99,000 for Bid Support and Construction Administration Support
All other terms and conditions of the Professional Services Agreement remain in full force and effect.
CONTRACTOR: VERDE DESIGN, INC.
__________________________________ Date: ___________________ By:
CITY OF CAPITOLA
___________________________________ Date: ___________________ By: Benjamin Goldstein, City Manager
466
Item 8 I.
LANDSCAPE ARCHITECTURE • CIVIL ENGINEERING • SPORT PLANNING & DESIGN April 30, 2025
Jessica Kahn
Public Works Director
City of Capitola
420 Capitola Ave.
Capitola, CA 95010
Subject: Treasure Cove Playground at Jade Street Park
Bid Support and Construction Administration Support
Verde Design Project No.: 2300302
Dear Jessica,
In response to your request, Verde Design, Inc. is pleased to submit the following proposal to provide the identified design services on the above mentioned project. This proposal shall remain valid for a period of sixty (60) days.
PROJECT UNDERSTANDING/HISTORY:
The City of Capitola (“City”) is requesting a proposal from Verde Design, Inc. to provide support during the bidding and construction administration phases for the Treasure Cove Playground project at Jade Street Park.
On March 28, 2025, Verde was notified that the city has received a preliminary award letter from the CDBG program, resulting in an increased budget for this project. In accordance with the CDBG requirements, the project is expected to go out to bid between June and September 2025. The commencement of construction will depend on the bid award and the issuance of a notice to proceed. The City aims to complete the project and open it to the public in May 2026, with some flexibility in the timeline.
SCOPE OF SERVICES
Verde Design, Inc. proposes to provide the following services based on the project understanding outlined above.
Any supplemental tasks that exceed the scope of services detailed in this proposal may be offered as additional services upon the client’s request.
I. Bid and Construction Support
Verde Design, Inc. agrees to provide the following services to the city during the bid and construction phases for this project.
A. Coordinate bidding procedures and schedule.
B. Contact potential bidders.
C. Attend one (1) pre-bid meeting.
D. Respond to pre-bid RFIs.
E. Review substitution requests.
F. Assist in preparing addenda.
G. Prepare bid evaluation.
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Item 8 I.
Treasure Cove Playground at Jade Street Park
April 30, 2025
LANDSCAPE ARCHITECTURE • CIVIL ENGINEERING • SPORT PLANNING & DESIGN H. Prepare a conform set of plans for construction, including addenda items.
I. Attend one (1) pre-construction meeting.
J. Respond to contractor RFI questions and provide clarifications.
K. Review and respond to submittals and shop drawings.
L. Attend twenty (20) web-based construction meetings to discuss construction progress and activities.
The city’s construction manager shall provide the meeting agendas and meeting reports associated with these discussions.
M. Attend site visits to observe work and provide field observation reports. For the purpose of this proposal, ten (10) site visits are included. The stages for these visits are outlined below for reference only and do not need to occur exclusively at these stages.
1. Pre-bid meeting.
2. Pre-construction meeting.
3. Site demolition and grading.
4. Utility trenching and installation.
5. Formwork and concrete reinforcement/ installation.
6. Installation of play equipment and other site amenities.
7. Installation of playground surfacing.
8. Landscaping and irrigation.
9. Substantial completion walk through/ punch walk.
10. Final site walk with contractor and city for post construction review and acceptance of project.
N. Review price requests and change orders.
O. Provide a punch list at substantial completion of the project, following the punch walk.
P. Review contractor “as-built” plans and update CAD drawings to share with project owner.
Q. Review Operations and Maintenance manuals.
R. Project closeout with City.
CLIENT’S RESPONSIBILITIES
The city shall be responsible for developing all front end and general project specifications. Verde Design, Inc. will complete all technical specifications relating to the project specifics and will prepare construction documents suitable for public bidding.
SPECIAL PROVISIONS
A. Without attempting to be all-inclusive and for purposes of clarity, the following items are specifically not included in the Scope of Services:
1. Meetings other than those listed.
2. Renderings and presentations to public bodies.
3. SWPPP services for design (QSP) inspection during construction. 468
Item 8 I.
Treasure Cove Playground at Jade Street Park
April 30, 2025
LANDSCAPE ARCHITECTURE • CIVIL ENGINEERING • SPORT PLANNING & DESIGN
4. Testing during construction.
5. Underground utility surveys.
6. Utility runs off-site.
7. Survey property lines, easement locations or record of survey filing.
8. Permit fees associated with the project.
9. Pump or lift station design.
10. 3D graphics.
11. Arborist report.
12. CEQA process.
13. Architecture and mechanical engineering services for any building on site.
14. Soil testing.
15. Lighting improvements.
16. Geotechnical engineering.
17. Topographic and utility surveying services.
B. This fee will be valid for 60 days, should the City choose to extend or add to the contract, the unbilled portion of this agreement will be subject to an increase in January of 2026 to cover annual wage adjustments for office personnel.
C. Services will be diligently pursued, and every reasonable effort will be made to meet the mutually agreed upon schedule. If the completion of the services is delayed at any time in the progress of the work undertaken in this Agreement by conditions beyond the control of the Consultant; including but not limited to: strikes, lockouts, labor disputes, or the inability of City, their consultants, utility companies, or jurisdictional agencies to provide required information, processing or direction; the time of completion shall be extended during such period and Consultant shall be held harmless from any and all claims arising out of such delay.
PROFESSIONAL COMPENSATION
For the scope of services and products identified in this proposal, Verde Design respectfully requests the following time and materials not to exceed fee including all reasonable reimbursable expenses that are outlined to be included in the project.
▪ Bid & Construction Support $99,000.00
Additional services will be charged on a time and material basis. Charges for additional services will be billed separately.
CHANGE IN SERVICES
Client may order changes in scope or character of service, either decreasing or increasing the amount of Consultant's services, and if necessary, changing the character of services. In the event that such changes are ordered, Consultant is entitled to full compensation for all services performed and expenses incurred prior to receipt of notice of change.
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Item 8 I.
Treasure Cove Playground at Jade Street Park
April 30, 2025
LANDSCAPE ARCHITECTURE • CIVIL ENGINEERING • SPORT PLANNING & DESIGN
TERMINATION OF AGREEMENT
In the event the project is terminated or indefinitely suspended in the manner herein provided, Verde Design shall turn over copies of any and all documents completed to that date. Verde Design shall be entitled to compensation up to and including said termination date. Original work shall remain the property of Verde Design.
Jessica, if this proposal meets with the approval of the City of Capitola, please sign the proposal below. Thank you again for the opportunity to work with your City and Community on the bidding and construction phase for the Treasure Cove Playground project at Jade Street Park.
Respectfully Submitted, Approved:
Verde Design, Inc. Jessica Kahn
Derek McKee, RLA __________________________________________ Principal Name:
Date:
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Item 8 I.
Treasure Cove Playground at Jade Street Park
April 30, 2025
LANDSCAPE ARCHITECTURE • CIVIL ENGINEERING • SPORT PLANNING & DESIGN Verde Design, Inc.
Charge Rate Schedule
Effective until December 31, 2025
The following chart outlines the current charge rate for professional and office costs. Reimbursable rates and expenses are shown at the bottom.
Project Rates
Principal $275.00 per hour
Project Manager/Construction Manager
Level Four $260.00 per hour
Level Three $240.00 per hour
Level Two $195.00 per hour
Level One $180.00 per hour
Project Engineer
Level II $200.00 per hour
Level I $185.00 per hour
IT Manager $195.00 per hour
CAD Manager $190.00 per hour
Project Designer $175.00 per hour
Job Captain/Staff Engineer/Construction Administrator $165.00 per hour Draftsperson Level II $160.00 per hour
Draftsperson Level I $155.00 per hour
Project Administrator $100.00 per hour
Intern $85.00 per hour
Reimbursable Rates
Blueprints, Printing and Reproductions Cost plus 10%
Sub Consultant Services Cost plus 10%
Reimbursable Expenses
Blueprints and Reproductions Travel Expenses
Photography Parking and Toll Expenses
Models and Renderings Permit Fees
Postage/Overnight Mail Service Courier Delivery Service 471
Item 8 I.
Jade Street Park
Improvements
City Council
June 25, 2025
472
Item 8 I.
• Community Center Patios
• Treasure Cove Playground
• Park Restrooms
Construction plans and authorize bidding
• Boone Low Ratliff Architects: +$35 k (total $70,258)
• Verde Design, Inc.: +$99 k (total $293,083)
Design Amendments
• Funding contract approval
• Construction award(s)
Return on August 28, 2025
Staff Recommendations
Jade Street Park Improvements
473
Item 8 I.
• Jade Street Park owned by SUESD
• Leased long-term to the City
• Community Center constructed in the 1980s
• Playground bult in 1999
Site Overview
• Nov 2022: LTUA signed with school district
• Agreement requirement to upgrade the Community Center • 2023–2025
• Planning for playground and community center improvements • Friends of Santa Cruz County Parks playground fundraising Project Milestones
Background
Jade Street Park Improvements
474
Item 8 I.
• FY22/23-23/24: $1.8M General Fund
• 2023: $1M CNRA grant
• 2024: $3.2M CDBG
Community Center
• FY22/23-23/24: $475k General Fund
• 2025: $965k Community fundraising
• Pending: $3.2M CDBG
Playground
Funding to date
Jade Street Park Improvements
475
Item 8 I.
• Public outreach and fundraising (2023–2024)
• Design by Verde Design, Inc.
• Full replacement of existing playground with new
universally accessible play area
Treasure Cove Playground
• Ocean-themed design
• Inclusive surfacing and furnishings
• New accessible pathway from adjacent parking lot
• Designed to meet ADA and inclusive play standards
Key Elements
Playground Scope
Jade Street Park Improvements
476
Item 8 I.
477
Item 8 I.
478
Item 8 I.
479
Item 8 I.
• Designed by Boone Low Ratliff Architects
• Identified during playground planning process
• Full replacement not pursued due to operational
equipment in place
Partial Renovation
• Conversion from multi-user to single-user restrooms
• ADA-compliant upgrades: layout, plumbing, fixtures,
finishes
• New exterior paint to match Community Center
Scope includes
Restroom Renovation
Jade Street Park Improvements
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Item 8 I.
481
Item 8 I.
482
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483
Item 8 I.
• Deferred from 2024 construction contract due to budget • Must re-bid as separate project
Originally Add-Alternate A
• Concrete paving
• Retaining walls
• Furnishings
• Lighting
• Landscaping
Scope
Community Center Patio Improvements
Jade Street Park Improvements
484
Item 8 I.
485
Item 8 I.
Outdoor Spaces:
Entry
Existing conditions
Inspiration image
486
Item 8 I.
Outdoor Spaces:
Main Patio
Existing conditions
Inspiration images
487
Item 8 I.
Outdoor Spaces:
Training Patio
Existing conditions
Inspiration image
488
Item 8 I.
Outdoor Spaces:
Quiet Patio
Existing conditions
Inspiration image
489
Item 8 I.
• Patio, Playground, then Restroom
• Sequenced to align with Community Center construction • Supports coordination with current contractor
Three bid packages
• Verde – Playground (bidding and construction support) • BLRA – Patio & Restroom (construction support)
• Cumming – New contract for construction management
Consultant Contracts
Procurement & Coordination
Jade Street Park Improvements
490
Item 8 I.
Total Project Scope: $10.7M
Remaining Need: $3.1M (playground, restroom, patio)
Budget includes contingencies
Category Secured Pending Budgeted /
Projected
Community Center – In Progress
General Fund $1,800,000 — $1,797,000
CNRA Grant $1,000,000 — $1,000,000
CDBG (2024) $3,365,000 — $3,365,000
Treasure Cove, Restrooms, Patios - Pending
General Fund $475,000 — $421,000
Fundraising $965,000 — $965,000
TBD — $3,200,000 $3,117,000
Budget Summary
Jade Street Park Improvements
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Item 8 I.
JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN
Grant
Community Center
Patios
Playground
Restroom
Bid
Authorization AWARD
CO
Construction
Bid
Award
Construction
Bid
Award Construction
Construction
Consultant
Amendment
Consultant
Amendment
Construction
Procurement Construction
Bid
Award
PM Contract
Bid Package
Bid Package
Bid Package 492
Item 8 I.
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Item 8 I.
JAN FEB MAR APR MAY JUN
Grant
Community Center
Patios
Playground
Restroom
Construction
TBD Bid
TBD Award
Construction
Construction
TBD Construction
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Item 8 I.
• Triggered by building permits over $250,000
Applies to Community Center and Restroom
• Estimated construction value: $400k–$840k
2% of general-funded construction
• Staff recommends initial $8k set-aside; adjust with GF total
Art set-aside estimate: $8,000–$17,000
Public Art Set-Aside
Jade Street Park Improvements
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Item 8 I.
Grant award/authorization
Advertise bids
Award contracts – August 28, 2025
Start additional construction (exterior first)
Phase work through 2026
Complete by Summer 2026 (weather dependent)
Schedule & Next Steps
Jade Street Park Improvements
496
Item 8 I.
• Community Center Patios
• Treasure Cove Playground
• Park Restrooms
Construction plans and authorize bidding
• Boone Low Ratliff Architects: +$35 k (total $70,258)
• Verde Design, Inc.: +$99 k (total $293,083)
Design Amendments
• Funding contract approval
• Construction award(s)
Return on August 28, 2025
Staff Recommendations
Jade Street Park Improvements
497
Item 8 I.