Playcraft Farm Sound Panel Insert R5, Installation Manual

Page: 1 / 314

SHEET INDEX
SHEET NO. GENERAL DESCRIPTION
1 G-1 TITLE SHEET
2 C-1 SITE IMPROVEMENT PLAN
USE OF PLANS
THIS DRAWING IS PROVIDED IN AN ELECTRONIC FORMAT (ON COMPUTER DISK) AS A COURTESY IF REQUESTED BY THE USER.
THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF OUR PROFESSIONAL WORK PRODUCT.
THE SIGNED HARD COPY PREPARED FOR THE PROJECT CONSTITUTES OUR PROFESSIONAL WORK PRODUCT AND THE HARD
COPY MUST BE REFERRED TO FOR THE CORRECT DESIGN INFORMATION. THESE PLANS HAVE BEEN PREPARED SOLELY FOR
USE FOR THE PROJECT SCOPE AND SITE SPECIFICALLY IDENTIFIED HEREON AT THE TIME THESE PLANS ARE SIGNED. THE
ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, USE OF ANY PART OF THESE PLANS,
INCLUDING ANY NOTE OR DETAIL, FOR ANY UNAPPROVED OR REVISED PROJECT SCOPE, OR FOR ANY OTHER PROJECT AT
THIS OR ANY OTHER SITE. USER AGREES TO INDEMNIFY AND HOLD HARMLESS F&A FOR ALL COSTS AND DAMAGES IF USED.
USE OF ELECTRONIC INFORMATION
ELECTRONIC INFORMATION MAY BE PROVIDED BY THE ENGINEER FOR CONVENIENCE; UNDER NO CIRCUMSTANCES SHALL
DELIVERY OF ELECTRONIC FILES FOR USE BY OTHERS BE DEEMED A SALE BY THE ENGINEER AND THE ENGINEER MAKES NO
WARRANTIES, EITHER EXPRESS OR IMPLIED, OF MERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE. IN NO
EVENT SHALL THE ENGINEER BE LIABLE FOR INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF THE USE OR REUSE OF
THE ELECTRONIC FILES BY OTHERS.
ELECTRONIC INFORMATION IS INTENDED TO PROVIDE INFORMATION SUPPLEMENTAL AND SUBORDINATE TO THE
CONSTRUCTION CONTRACT DOCUMENTS. LAYOUT AND CONSTRUCTION OF PROJECT ELEMENTS SHALL BE BASED ON
DIMENSIONS AND INFORMATION INCLUDED ON THE SIGNED AND SEALED CONSTRUCTION CONTRACT DOCUMENTS WHICH
SHALL CONTROL OVER ELECTRONIC INFORMATION. USER IS RESPONSIBLE FOR CONFIRMING LOCATION OF PROPOSED
IMPROVEMENTS BASED ON DIMENSIONS AND INFORMATION INCLUDED ON THE CONSTRUCTION CONTRACT DOCUMENTS;
INCONSISTENCIES BETWEEN THE ELECTRONIC INFORMATION AND THE CONSTRUCTION CONTRACT DOCUMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION.
PROJECT ELEMENTS SUCH AS MANHOLES, CATCH BASINS, UTILITY VAULTS, VALVE ASSEMBLIES, STAIRS, RAMPS, WALLS, ETC.
ARE SHOWN SCHEMATICALLY IN THE ELECTRONIC INFORMATION AND CONSTRUCTION OF THESE ELEMENTS SHALL BE IN
ACCORDANCE WITH THE CONSTRUCTION NOTES AND DETAILS PRESENTED OR REFERENCED IN THE SIGNED AND SEALED
CONSTRUCTION CONTACT DOCUMENTS. IMPROVEMENTS CONSTRUCTED BASED ON ELECTRONIC INFORMATION AND IN
CONFLICT WITH THE DRAWING DIMENSIONS DETAILS, AND THE CONSTRUCTION CONTRACT DOCUMENTS SHALL BE REMOVED
AND CONSTRUCTED IN THE PROPER LOCATION AND DIMENSIONS AT CONTRACTOR'S SOLE EXPENSE.
DIGITAL DRAWINGS ARE TYPICALLY A COMPILATION OF DRAWINGS FROM A NUMBER OF SOURCES AND, AS SUCH, THERE IS
INFORMATION IN THE ELECTRONIC FILE ISSUED BY THE ENGINEER THAT WAS NOT DEVELOPED BY THE ENGINEER AND IS NOT
AUTHORIZED BY THE ENGINEER FOR USE BY OTHERS. ELECTRONIC INFORMATION PROVIDED BY THE ENGINEER SHALL ONLY
BE APPLICABLE FOR IMPROVEMENTS DESIGNED BY THE ENGINEER AND WHICH ARE SPECIFICALLY DESIGNATED BY
CONSTRUCTION NOTES AND/OR DETAILS ON THE SIGNED AND SEALED CONTRACT DOCUMENTS.
IF DIGITAL FILES ARE OBTAINED WITH THE INTENT TO USE THEM FOR PROJECT STAKING, THEY SHALL ONLY BE USED BY A
QUALIFIED ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. DIGITAL INFORMATION SHALL ONLY BE
USED FOR STAKING HORIZONTAL LOCATION OF PROPOSED IMPROVEMENTS AFTER IT HAS BEEN CONFIRMED WITH THE
SIGNED AND SEALED CONSTRUCTION CONTRACT DOCUMENTS.
THE DIGITAL DRAWINGS ARE NOT INTENDED TO BE USED DIRECTLY FOR CONTROL OF CONTRACTOR'S GRADING OPERATIONS
WITHOUT STAKING BY ENGINEER OR LAND SURVEYOR. THE INTERSECTION OF PROPOSED CUT AND FILL SLOPES WITH
EXISTING GRADE IS APPROXIMATE WHERE SHOWN ON THE DRAWINGS AND SHALL BE CONFIRMED BY FIELD STAKING. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT SLOPES IN CONFORMANCE WITH THE SPECIFIED AND DETAILED
REQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS.
BENCHMARK:
HORIZONTAL BASIS OF COORDINATES ARE NAD83 PER CAMARILLO HEIGHTS ELEMENTARY CONTROL POINTS 1, 2, 3.
VERTICAL DATUM IS NAD88 PER CAMARILLO HEIGHTS ELEMENTARY CONTROL POINT 1.
ELEVATION = 270.05'
CAUTION! CONFIRM BENCHMARK DATA AND CONDITION WITH PROJECT SURVEYOR (WATERS CARDENAS LAND
SURVEYING, LLP) PRIOR TO USE.
TOPOGRAPHY:
EXISTING TOPOGRAPHY COMPILED BY FIELD SURVEY(S) BY WATERS CARDENAS LAND SURVEYING, LLP DATED MARCH, 2021 &
JANUARY, 2022.
SURVEY MONUMENT PROTECTION:
PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS. DO NOT DISTURB, MOVE, OR RELOCATE
MONUMENTS OR BENCHMARKS WITHOUT THE PRIOR REVIEW AND APPROVAL BY THE AGENCY HAVING JURISDICTION OVER
THE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH A LICENSED SURVEYOR FOR MONUMENTS
REQUIRING DISTURBANCE OR REMOVAL, AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENT
WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS
AND PROFESSIONAL CODE SECTION 8771.
MAIN PLAYGROUND REPLACEMENT PLANS
CAMARILLO HEIGHTS ELEMENTARY SCHOOL
35 CATALINA DRIVE, CAMARILLO, CA 93010
CITY OF CAMARILLO, CALIFORNIA
W.O. 2002C
TITLE SHEET
MAIN PLAYGROUND REPLACEMENT PLANS
CAMARILLO HEIGHTS ELEMENTARY SCHOOL
35 CATALINA DRIVE
1
G-1
04/20/2022
2
SHT. OF
DESCRIPTION
REVISIONS
NO.
DATE
DATE:
2002_MAIN PLAYGROUND IMPROVEMENTS.DWG PLOTTED: Thursday, April 21, 2022 11:13:31 AM
BY:
DATE:
F
A
IA
I
201 N. Calle Cesar Chavez, Suite 100
Santa Barbara, CA 93103
Telephone (805) 966-2224
No. 71335
C
IV
I
L
4/20/2022
GRADING AND PAVING SPECIFICATIONS:
10
100.00
100.00
W
10
LEGEND:
DESCRIPTION EXISTING PROPOSED
CENTERLINE
EDGE OF A.C. PAVEMENT
ELEVATION
CONCRETE PAVEMENT
A.C. PAVEMENT
PROPERTY LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
CONTOURS (MAJOR)
CONTOURS (MINOR)
BENCH MARK
TREE CANOPY
APPROX. SAW CUT LINE
LIMIT OF GRADING LINE
GRADE BREAK LINE
FLOW LINE
FENCE
WATER
STORM DRAIN
12
12
(100.00)
OR
W
SD SD
GB
SITE
VICINITY MAP
NOT TO SCALE
A. STANDARD SPECIFICATIONS:
1. EXCEPT AS MODIFIED OR OTHERWISE SPECIFIED ON THE DRAWINGS OR HEREIN, CONSTRUCTION MATERIALS AND
METHODS SHALL CONFORM WITH THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC),
2018 EDITION , PUBLISHED BY BUILDING NEWS, INC.
B. GEOTECHNICAL ENGINEER:
1. A GEOTECHNICAL INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT.
C. LICENSED LAND SURVEYOR:
1. A LICENSED SURVEYOR SHALL LAY OUT THE WORK, SET GRADE STAKES, CHECK FORMS AND CHECK SURFACE OF
PAVEMENT BASE COURSES.
D. EARTHWORK QUANTITIES:
1. CONTRACTOR SHALL PERFORM AN INDEPENDENT EARTHWORK QUANTITY ANALYSIS ON WHICH TO BASE HIS BID.
CONTRACTOR SHALL NOT BE RELIEVED OF LIABILITY UNDER THE CONTRACT FOR ANY LOSS HE MAY SUSTAIN AS A
RESULT OF ANY VARIANCE BETWEEN HIS EARTHWORK ESTIMATES AND THE ACTUAL EARTHWORK QUANTITIES
REQUIRED TO ACCOMPLISH GRADING AS SPECIFIED HEREIN AND AS NECESSARY FOR CONSTRUCTION OF
IMPROVEMENTS TO THE FINISH GRADES OR PAVEMENT SUBGRADES CALLED FOR ON THE DRAWINGS.
E: DUST CONTROL:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL OF DUST DURING THE ENTIRE CONSTRUCTION PERIOD AND
FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM CONTRACTOR'S OPERATIONS.
2. EMPLOY LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT CONSTRUCTION OPERATIONS FROM
PRODUCING DUST DAMAGING TO PERSONS, PROPERTY, VEGETATION AND ANIMALS OR CAUSING A NUISANCE TO
PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. CONTINUE DUST ABATEMENT MEASURES UNTIL
AUTHORIZED BY THE OWNER'S REPRESENTATIVE TO DISCONTINUE THEM.
3. DURING TIMES OF EARTH DISTURBANCE OR MOVEMENT, MONITOR THE AMOUNT OF DUST RAISED BY THE ACTIVITY
AND WATER THE AREAS BEING DISTURBED AS NEEDED TO PREVENT DUST FROM LEAVING THE PROJECT SITE.
4. ENSURE THAT TRUCKS TRANSPORTING MATERIAL FORM THE SITE ARE TARPED BEFORE LEAVING THE SITE WITH
TARPS SUFFICIENTLY SECURE TO REMAIN TARPED TO THE POINT OF DISPOSAL.
5. COVER STOCKPILED SOIL MATERIALS AS REQUIRED TO PREVENT WIND-BLOWN DUST.
F: EROSION AND SEDIMENTATION CONTROL:
1. PROVIDE STORM WATER POLLUTION PREVENTION MATERIALS AND METHODS IN ACCORDANCE WITH THE
CONSTRUCTION BMP ONLINE HANDBOOK, JANUARY 2015 EDITION, AVAILABLE ONLINE FROM THE CALIFORNIA
STORMWATER QUALITY ASSOCIATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL OF EROSION AND SEDIMENT TRANSPORT DURING THE ENTIRE
CONSTRUCTION PERIOD AND FOR ANY DAMAGE CAUSED BY EROSION OR SEDIMENT TRANSPORT RESULTING FROM
CONTRACTOR'S OPERATIONS.
G: CLEARING AND GRUBBING:
1. PRIOR TO COMMENCING GRADING OR TRENCHING OPERATIONS, CLEAR THE EXISTING GROUND SURFACE OF AREAS
TO BE GRADED OR TRENCHED OF ALL VEGETATION (EXCEPT TREES INDICATED ON THE DRAWINGS TO REMAIN),
WHETHER LIVING OR DEAD, INCLUDING ROOTS AND ROOT STRUCTURES, AS WELL AS ALL TRASH AND DEBRIS, UNDER
THE OBSERVATION OF THE GEOTECHNICAL ENGINEER.
2. PRIOR TO COMMENCING GRADING OR TRENCHING OPERATIONS, EXCAVATE AND REMOVE FROM AREAS TO BE
GRADED OR TRENCHED ALL EXISTING UNDOCUMENTED OR NON-COMPLYING FILL AND SOIL CONTAINING DEBRIS,
ORGANICS, PAVEMENT AND OTHER UNSUITABLE MATERIAL, AS DETERMINED BY THE GEOTECHNICAL ENGINEER.
3. IF, DURING THE REMOVAL AND SCARIFICATION PROCESS, EXCESSIVE ROOT STRUCTURES ARE ENCOUNTERED,
THESE AREAS SHALL BE DEEP RIPPED IN TWO DIRECTIONS TO THE DEPTH OF THE ROOT STRUCTURE AFTER WHICH
THE DISTURBED SOILS AND THE ROOTS SHALL BE COMPLETELY REMOVED AND THE RESULTING CAVITIES SHALL BE
SCARIFIED AND PROCESSED TO RECEIVE FILL IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER.
H: GRADING:
1. GRADING WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:
· ALL EXCAVATION TO THE GRADES SHOWN ON OR INDICATED BY THE DRAWINGS AND AS SPECIFIED HEREIN.
· ALL EARTH FILL TO THE GRADES SHOWN ON OR INDICATED BY THE DRAWINGS AND AS SPECIFIED HEREIN.
· ALL IMPORT AND EXPORT OF EARTH MATERIAL AS REQUIRED TO ACCOMPLISH THE FINISH GRADES AND
PAVEMENT SUBGRADES SHOWN ON OR INDICATED BY THE DRAWINGS AND AS SPECIFIED HEREIN.
· ALL CONDITIONING, PLACEMENT, COMPACTION AND RECOMPACTION OF EARTHWORK.
2. ON-SITE SOILS FREE OF OVERSIZE ROCKS AND IRREDUCIBLE MATERIAL (OVER 3 INCHES IN LARGEST DIMENSION),
TRASH AND DEBRIS, ORGANICS AND DELETERIOUS MATERIALS MAY BE USED AS FILL, SUBJECT TO PRIOR REVIEW
AND APPROVAL BY THE GEOTECHNICAL ENGINEER. IF IMPORTED SOIL IS NECESSARY, THE MATERIAL SHALL BE
GRANULAR AND NON-EXPANSIVE, EQUAL OR SUPERIOR IN QUALITY TO THE ON-SITE SOILS, AS DETERMINED BY THE
GEOTECHNICAL ENGINEER PRIOR TO IMPORTATION OF THE FILL MATERIAL TO THE SITE.
3. BEFORE PLACING ANY FILL MATERIAL, REQUEST REVIEW OF THE EXPOSED IN-PLACE SOILS BY, AND PREPARE THESE
SOILS TO RECEIVE FILL AS RECOMMENDED BY, THE GEOTECHNICAL ENGINEER, INCLUDING:
· CORRECTING ANY SOFT, OVERWET OR PUMPING AREAS, AS RECOMMENDED
· OVEREXCAVATING OR SCARIFYING, MOISTURE CONDITIONING, AND RECOMPACTING AS RECOMMENDED AND
AT LEAST THE UPPER 9 INCHES TO AT LEAST 90% OF MAXIMUM DENSITY.
4. PLACE FILL MATERIAL IN LAYERS THAT CAN BE COMPACTED WITH THE EQUIPMENT BEING USED AND AS REQUIRED
BY THE GEOTECHNICAL ENGINEER BUT NOT MORE THAN 6 INCHES IN LOOSE THICKNESS. AFTER EACH LAYER HAS
BEEN CONDITIONED AND PLACED, COMPACT THE MATERIAL TO THE FOLLOWING DENSITIES:
· STRUCTURAL FILL NOT OTHERWISE SPECIFIED: MINIMUM 90% OF MAXIMUM DENSITY
· UPPER 12” OF AREAS TO RECEIVE LANDSCAPING BUT NO OTHER SURFACE IMPROVEMENTS: 85% OF MAXIMUM
DENSITY
· BASE COURSE AND UPPER 9” OF SUBGRADE SOIL BENEATH BASE COURSE IN PAVEMENT AND WALKWAY AREAS:
MINIMUM 95% OF MAXIMUM DENSITY
I: ASPHALT CONCRETE PAVING:
1. AGGREGATE BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE CONFORMING TO SECTION 200-2.4 OF THE
STANDARD SPECIFICATIONS (SSPWC).
2. ASPHALT CONCRETE SHALL BE THE PRODUCT OF MIXING MINERAL AGGREGATE AND A MAXIMUM OF 15 PERCENT
RECLAIMED ASPHALT PAVEMENT (RAP) WITH PAVING ASPHALT, IN CONFORMANCE WITH SECTION 203-6 OF THE
STANDARD SPECIFICATIONS (SSPWC).
3. PAVING ASPHALT SHALL BE PERFORMANCE GRADE PG 64-10, IN CONFORMANCE WITH SECTION 203-1 OF THE
STANDARD SPECIFICATIONS (SSPWC).
4. ASPHALT CONCRETE DESIGNATED BY CLASS AND GRADE FOR VARIOUS APPLICATIONS SHALL BE AS FOLLOWS:
· FINISH COURSE, TRAFFIC: C2- PG 64-10-RAP
· BASE COURSE, TRAFFIC: B-PG 64-10-RAP
(IF MORE THAN ONE LAYER)
· OVERLAY, TRAFFIC: C2-PG 64-10-RAP
5. PAINT BINDER FOR TACK COAT SHALL BE SS-1H EMULSIFIED ASPHALT CONFORMING TO SECTION 203-3 OF THE
STANDARD SPECIFICATIONS (SSPWC). APPLY A PAINT BINDER OF ASPHALTIC EMULSION AT THE RATE OF 0.15
GALLONS PER SQUARE YARD OF SURFACE TO EXISTING VERTICAL SURFACES AGAINST WHICH PAVING WILL BE
PLACED AND BETWEEN PAVEMENT COURSES CONSTRUCTED MORE THAN 24 HOURS APART.
6. MATERIALS FOR SEALCOAT SHALL CONFORM TO SECTION 203-9 OF THE STANDARD SPECIFICATIONS (SSPWC).
GUARDTOP IS ACCEPTED BY SCHOOL DISTRICT FOR USE IN SEALCOAT APPLICATIONS.
7. BEFORE ORDERING DELIVERY OF A.C. PAVEMENT, CONFIRM BY SURVEY THAT THE FINISH SURFACE OF THE BASE
COURSE FOR PAVEMENTS AND FOR PAVEMENT-RELATED STRUCTURES SHALL NOT VARY MORE THAN ½ INCH (0.04
FOOT) FROM THE DESIGN ELEVATION, SLOPE AND CROSS-SECTION, ESTABLISHED WITH DUE ALLOWANCE FOR
THICKNESS OF SURFACING. VARIATIONS WITHIN THE SPECIFIED TOLERANCE SHALL BE COMPENSATING SUCH THAT
THE AVERAGE ELEVATION, SLOPE, AND CROSS-SECTION CONFORM TO THOSE SPECIFIED PER PLAN.
8. AFTER CONSTRUCTION OF A.C. PAVEMENT AND APPURTENANT CONCRETE FEATURES BUT BEFORE SEAL COATING
AND PAINTING STRIPING AND MARKINGS, CONDUCT A FLOOD TEST TO REVIEW SURFACE DRAINAGE, AS FOLLOWS:
· SUPPLY AND DISCHARGE WATER IN SUFFICIENT QUANTITY TO COMPLETELY WET AND COVER ALL A.C.
PAVEMENT AND CONCRETE GUTTER AREAS AND ALLOW TO DRAIN/DRY FOR ONE HOUR AT 70º F OR WARMER.
MARK THE OUTLINE LIMITS OF RESIDUAL STANDING WATER DEEP ENOUGH TO COVER A 5 CENT PIECE, OR
DEEPER.
· REMOVE AND REPLACE A.C. PAVEMENT AND CONCRETE GUTTER IMPROVEMENTS AT NO ADDITIONAL COST TO
THE OWNER, AS NECESSARY TO PROVIDE POSITIVE SURFACE DRAINAGE AND TO PREVENT PONDING OF
WATER ON PAVEMENT SURFACES AND IN GUTTERS. SUBSTITUTION OF ASPHALT CONCRETE SKIN PATCH IN
LIEU OF REMOVAL AND REPLACEMENT OF PAVEMENT SHALL BE AT SOLE DISCRETION OF THE OWNER.
· CONDUCT ADDITIONAL FLOOD TESTING TO CONFIRM SUCCESS OF CORRECTIVE MEASURES.
9. NOT SOONER THAN 10 DAYS AFTER COMPLETION OF PAVING, CONSTRUCT SEALCOAT AT THE RATE OF 0.45 GALLONS
PER SQUARE YARD OF SURFACE ON ALL NEW AND EXISTING PAVEMENT WITHIN WORK SITE IN ACCORDANCE WITH
SECTION 302-8 OF THE STANDARD SPECIFICATIONS (SSPWC). A TACK COAT CONFORMING TO SECTION 302-8.2.1
SHALL BE APPLIED TO
EXISTING PAVEMENT SURFACES IN ADVANCE OF SEALCOAT.
K: SUBMITTALS:
PROVIDE SUBMITTALS DEMONSTRATING CONFORMANCE OF MATERIALS PROPOSED FOR USE IN THE PROJECT WITH
REQUIREMENTS SPECIFIED HEREIN OR ON THE PLAN, AS FOLLOWS:
·
AGGREGATE BASE
· ASPHALT CONCRETE
· CONCRETE
L: CONCRETE:
1. BASE MATERIAL
· AGGREGATE BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE CONFORMING TO SECTION 200-2.2 OF THE
STANDARD SPECIFICATIONS (SSPWC).
2. FORM MATERIALS
· GENERAL: SHALL CONFORM TO CALIFORNIA BUILDING CODE, SECTION 1906, FORMWORK, EMBEDDED PIPES
AND CONSTRUCTION JOINTS.
·
PLYWOOD FORMS: DOUGLAS FIR SPECIES; SOLID-ONE-SIDE, SOUND UNDAMAGED SHEETS. UNLESS
OTHERWISE CALLED FOR ON PLANS, SURFACE OF FORM SIDE AGAINST CONCRETE SHALL PROVIDE A MEDIUM
DENSITY TEXTURE.
·
LUMBER: DOUGLAS FIR SPECIES; CONSTRUCTION GRADE WITH GRADE STAMP CLEARLY VISIBLE.
· STEEL FORMS: MINIMUM 16 GAGE THICK, STIFFENED TO SUPPORT WEIGHT OF CONCRETE WITH MINIMUM
DEFLECTION.
· FORM TIES: REMOVABLE METAL OF ADJUSTABLE LENGTH, CONE ENDS.
3. REINFORCING STEEL
· ALL REINFORCING SHALL BE FABRICATED FROM STEEL MANUFACTURED IN THE UNITED STATES.
· REINFORCING STEEL SHALL BE DEFORMED BILLET-STEEL FOR CONCRETE REINFORCEMENT CONFORMING TO
ASTM A-615, GRADE 60 FOR BAR SIZES NO. 4 AND LARGER, GRADE 40 FOR BAR SIZE NO. 3, GRADE 60
ACCEPTABLE FOR ALL SIZES.
· WELDED BARS SHALL CONFORM TO THE MOST RECENT ISSUE OF ASTM STANDARD A-706, GRADE 60 FOR ALL
BAR SIZES.
4. CONCRETE MATERIALS
· CEMENT: SHALL BE TYPE II, LOW ALKALI (NO HIGHER THAN 0.4%), CONFORMING TO ASTM C-150.
· AGGREGATES (COARSE AND FINE): ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C-33.
AGGREGATE SHALL BE UNIFORMLY GRADED, WITH THE MAXIMUM AGGREGATE SIZE BEING ¾” TO 1”, AND THE
RATIO OF COARSE AGGREGATE TO FINE AGGREGATE BEING APPROXIMATELY 60% TO 40% (BY WEIGHT),
RESPECTIVELY.
· COARSE AND FINE AGGREGATE (SAND) ARE TO COME FROM A SOURCE PROVEN TO HAVE NON-REACTIVE
CHARACTERISTICS. COARSE AGGREGATE WHICH IS HEAVY MEDIA PROCESSED (SATICOY, SISQUOC), SANTA
MARGARITA ROCK, OR SAN GABRIEL ROCK WILL BE CONSIDERED AS MEETING THE CRITERIA OF
NON-REACTIVITY. MOORPARK SAND (QUALITY, BEST, BLUE STAR) WILL BE CONSIDERED AS MEETING THE
REQUIREMENTS OF NON-REACTIVITY. OTHER AGGREGATES MEETING OR EXCEEDING THE AGGREGATE
REACTIVITY CHARACTERISTICS OF THE AGGREGATES LISTED ABOVE ARE ACCEPTABLE UPON SUBMITTAL OF
ADEQUATE DOCUMENTATION (ASTM C-289 AND ASTM C-277 TEST RESULTS THAT ARE NOT MORE THAN 2 YEARS
OLD).
· WATER: SHALL BE CLEAN, SUITABLE FOR HUMAN CONSUMPTION, AND NOT DETRIMENTAL TO CONCRETE.
5. CURING COMPOUND
· SHALL BE WATER-BASE LIQUID MEMBRANE-FORMING COMPOUND CONFORMING TO ASTM C309, 1100-CLEAR
SERIES MANUFACTURED BY W.R. MEADOWS, INC., OR EQUIVALENT, FOR USE ON EXTERIOR FLATWORK ONLY.
·
LIQUID MEMBRANE-FORMING COMPOUND SHALL BE APPLIED AT THE RATE OF 1 GALLON PER 200 SQUARE FEET,
IN 2 COATS, THE SECOND COAT APPLIED AT RIGHT ANGLES TO THE FIRST.
6. BONDING AGENT
· SHALL BE POLYVINYL ACETATE HIBOND MANUFACTURED BY LAMBERT CORPORATION, ORLANDO, FL, LOCK
BOND NO. 906 MANUFACTURED BY MACKLANBURG-DUNCAN CO., CITY OF INDUSTRY, CA, OR EQUIVALENT.
7. CONCRETE MIX
· MIX AND DELIVER CONCRETE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE , SECTION 1905A.
· HAVE MIX DESIGNED AND CERTIFIED BY A REGISTERED CIVIL ENGINEER, LICENSED IN CALIFORNIA.
· SELECT PROPORTIONS FOR CONCRETE IN ACCORDANCE WITH THE APPROVED DESIGN MIX.
· PROVIDE CONCRETE CONFORMING TO THE FOLLOWING CRITERIA:
· INCLUDE THE FOLLOWING ADMIXTURES:
-2% MAX. AIR ENTRAINMENT
-15% FLY ASH, CLASS N OR F ONLY
-WATER REDUCING ADMIXTURE: GRACE WRDA 64, OR EQUAL
· THE USE OF A PEA GRAVEL MIX (ROUNDED 3/8” AGGREGATE) CONCRETE MIX IS EXPRESSLY PROHIBITED.
8. EXPANSION JOINT
· FILLER MATERIAL SHALL BE PREFORMED BITUMINOUS TYPE CONFORMING TO ASTM STANDARD D-1751.
· DOWEL TUBING SHALL BE PLASTIC SPEED DOWEL SUPPLIED WITH SACRIFICIAL PLATE FOR ATTACHING TO
FORM, AS SUPPLIED BY AZTEC CONCRETE ACCESSORIES, OR APPROVED EQUIVALENT.
9. REMOVABLE JOINT CAP
· HIGH IMPACT POLYSTYRENE, DEPTH EQUAL TO WIDTH OF EXPANSION JOINT FILLER, SUPPLIED IN 10-FOOT
LENGTHS, AS MANUFACTURED BY CONCRETE TIE, OR EQUIVALENT.
· WHERE POLYURETHANE SEALANT PRIMERS ARE USED, A BONDBREAKER TAPE SHALL BE APPLIED PRIOR TO
CAULKING.
10. JOINT SEALANT
·
FOR CRACK-CONTROL AND EXPANSION JOINTS SHALL BE CHEMICAL-CURE, TWO-COMPONENT,
POLYURETHANE-BASE, NON-SAG ELASTOMERIC SIKAFLEX-2CNS MANUFACTURED BY SIKA CORPORATION,
LYNDHURST, NJ, OR APPROVED EQUIVALENT. COLOR: LIMESTONE GREY.
11. EPOXY, FLATWORK DOWELS
· EPOXY USED FOR GROUTING REBAR DOWELS TO MAINTAIN JOINT INTEGRITY BETWEEN SITE FLATWORK
COMPONENTS (CURBS, GUTTERS, WALKWAYS, RAMPS) SHALL BE SIMPSON SET-XP ADHESIVE, ICC NO.
ESR-2508, OR EQUIVALENT. PULL TESTS ARE NOT REQUIRED.
ELEMENT
STRENGTH
MIN. 28-DAY MIN. CEMENT
CONTENT
MAX.
AGG. SIZE
MAX SLUMP
WAT/CEM
RATIO
ADMIXURES
CURBS, GUTTERS,
RAMPS, WALKS &
FLATWORK
3,000 PSI
4,000 PSI
DRAINAGE & STAIR
STRUCTURES;
PAVEMENT
5.5
SACK/C.Y.
6.5
SACK/C.Y.
3/4-INCH
1-INCH
4 INCHES
4 INCHES
0.59
0.50
SEE BELOW
SEE BELOW
X:\2020\20002\CAD\2002_MAIN PLAYGROUND IMPROVEMENTS.dwg, 4/21/2022 11:13:31 AM, CEderer