PLAYGROUND RENOVATION at HERITAGE MEADOWS PARK · 2019-05-13 · G-1 Sheet Title Issues &...
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C-1 PLAINFIELD PARK DISTRICT Board of Commissioners Mimi Poling - President Bill Thoman - Vice President Syed Abedi - Commissioner Rob Ayres - Commissioner Mary Kay Ludemann - Commissioner Jason Rausch - Commissioner Heath Wright - Commissioner Executive Director Carlo Capalbo Director of Parks & Planning Jennifer Rooks-Lopez Planner/Project Manager Bob Collins SHEET INDEX Sheet # Sheet Title C-1 Cover Sheet G-1 General Notes HM-1 Heritage Meadows - Existing Site HM-2 Heritage Meadows - Demolition/Site Preparation HM-3 Heritage Meadows - Construction Plan HM-4 Heritage Meadows - Grading & Drainage Plan HM-5 Heritage Meadows - Dimension Plan HM-6 Heritage Meadows - Landscape Plan D-1 Construction Details D-2 Site Preparation Details Heritage Meadows Park Sheet Title Issues & Revisions # Date Description North Project 815-436-8812 23729 West Ottawa Street Playground Renovation at Heritage Meadows Park Date: May 13, 2019 PLAYGROUND RENOVATION at HERITAGE MEADOWS PARK COVER SHEET Site Location Map ISSUED FOR BID MAY 13, 2019
PLAYGROUND RENOVATION at HERITAGE MEADOWS PARK · 2019-05-13 · G-1 Sheet Title Issues & Revisions #DateDescription Project 815-436-8812 23729 West Ottawa Street Playground Renovation
DEMOLITION PLAN GENERAL NOTES: A. THE CONTRACTOR SHALL PROVIDE SAFETY FENCE AND/OR THE CONTRACTOR SHALL PROVIDE SAFETY FENCE AND/OR OTHER BARRIERS NECESSARY TO KEEP PARK USERS FROM ENTERING WORK AREAS. THESE WORK AREAS SHALL REMAIN BUTTONED UP AT ALL TIMES - TOTALLY SECURED TO PREVENT ACCESS BY RESIDENTS AFTER CONSTRUCTION HOURS. ORANGE PLASTIC CONSTRUCTION FENCE SHALL ALSO BE USED AROUND EXISTING TREES WHICH ARE NEAR CONSTRUCTION AREAS. FENCE DIAMETER AT TREES SHALL EQUAL THE DIAMETER OF THE CROWN SHOWN ON THE PLAN OR DRIPLINE. USE STANDARD ENGINEERS SCALE TO DETERMINE APPROPRIATE LENGTHS/ DIAMETER OF FENCE. SEE PLAN FOR APPROXIMATE LOCATION OF SAFETY FENCE. B. ALL UTILITIES SHALL BE LOCATED BY J.U.L.I.E. AT THE ALL UTILITIES SHALL BE LOCATED BY J.U.L.I.E. AT THE DIRECTION OF THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. C. ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE DISPOSED OF OFF SITE IN A LEGAL AND ACCEPTABLE MANNER AND AS OTHERWISE SPECIFIED IN THE DRAWINGS OR BY THE OWNER. D. TAKE SPECIAL CARE TO CHECK THE SITE PERIODICALLY AS TAKE SPECIAL CARE TO CHECK THE SITE PERIODICALLY AS NOT TO LEAVE OPEN EXCAVATIONS OR PROTRUDING OBJECTS WHICH CAN BE HARMFUL TO PARK USERS AND WORKERS. E. ALL AREAS SHOWN TO BE REGRADED SHALL HAVE ALL TURF ALL AREAS SHOWN TO BE REGRADED SHALL HAVE ALL TURF AND TOPSOIL REMOVED (EXCEPT WITHIN DRIPLINE OF TREES). SEE PLAN. F. ADJACENT ROADS AND WALKS TO REMAIN OPEN TO ADJACENT ROADS AND WALKS TO REMAIN OPEN TO VEHICULAR AND PEDESTRIAN TRAFFIC AND FREE OF DEBRIS AT ALL TIMES - USE NECESSARY TRAFFIC CONTROL DEVICES WHEN REQUIRED. G. ANY AND ALL MUD, DIRT, DEBRIS AND CONSTRUCTION DEBRIS ANY AND ALL MUD, DIRT, DEBRIS AND CONSTRUCTION DEBRIS TO BE REMOVED FROM STREETS BY THE END OF EACH CONSTRUCTION DAY. MUD AND DEBRIS LEFT ON THE STREETS NOT CLEANED AND POWER-WASHED BY THE CONTRACTOR MAY BE UNDERTAKEN BY THE OWNER AND BACK-CHARGED TO THE CONTRACTOR. H. CONTRACTOR'S OPTION: IF APPROVED FOR REUSE BY CONTRACTOR'S OPTION: IF APPROVED FOR REUSE BY GEOTECHNICAL ENGINEER CONCRETE SCHEDULED FOR REMOVAL MAY BE GROUND ON SITE AND RE-USED AS BASE MATERIAL UNDER NEW CONCRETE AND/OR ASPHALT SURFACES.
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CONSTRUCTION PLAN GENERAL NOTES: A. THE WORK INVOLVED IN CONNECTING PROPOSED STORM THE WORK INVOLVED IN CONNECTING PROPOSED STORM SEWERS TO EXISTING MANHOLES OR CONSTRUCTING PROPOSED MANHOLES OVER EXISTING STORM SEWERS OR RECONNECTING EXISTING STORM LATERALS TO PROPOSED STORM SEWERS SHALL BE PAID FOR AT THE CONTRACT BID PRICE FOR THE ITEM BEING CONSTRUCTED. B. SAWING OF REMOVAL ITEMS AS NOTED OR IMPLIED ON THE SAWING OF REMOVAL ITEMS AS NOTED OR IMPLIED ON THE PLANS SPECIFIED AS REQUIRED BY THE OWNER SHALL BE CONSIDERED TO BE INCIDENTAL TO THE COST OF THE ITEM BEING REMOVED AND NO EXTRA COMPENSATION WILL BE ALLOWED. C. EXISTING TOPOGRAPHY AND SPOT ELEVATIONS FOR THE EXISTING TOPOGRAPHY AND SPOT ELEVATIONS FOR THE ENTIRE PROJECT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. REPORT ANY DISCREPANCIES TO THE OWNER. PROPOSED GROUND ELEVATIONS MAY BE REVISED TO MEET FIELD CONDITIONS. D. THE CONTRACTOR SHALL RECEIVE NO ADDITIONAL THE CONTRACTOR SHALL RECEIVE NO ADDITIONAL COMPENSATION FOR CONSTRUCTION STAGING NECESSARY TO ACCOMMODATE UTILITY RELOCATION OR ADJUSTMENT AND/OR FOR DELAYS CAUSED BY UTILITY RELOCATION OR ADJUSTMENT. E. DEBRIS DEPOSITED IN THE FLOW OF ANY STRUCTURES SHALL DEBRIS DEPOSITED IN THE FLOW OF ANY STRUCTURES SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE CLOSE OF CONSTRUCTION OPERATIONS, ALL STRUCTURES SHALL BE FREE FROM DIRT AND DEBRIS. THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCIDENTAL TO THE CONTRACT. F. THE CONTRACTOR SHALL ADHERE TO LIMITS OF RESTORATION THE CONTRACTOR SHALL ADHERE TO LIMITS OF RESTORATION SHOWN. WORK OUTSIDE THESE LIMITS WILL NOT BE PAID FOR UNLESS AUTHORIZED BY THE OWNER. G. CONSTRUCTION STAKING FOR THE PROJECT SHALL BE CONSTRUCTION STAKING FOR THE PROJECT SHALL BE PERFORMED BY THE CONTRACTOR AND CONSIDERED INCIDENTAL TO THE CONTRACT. H. ALL FRAMES AND GRATES DAMAGED BY THE CONTRACTOR ALL FRAMES AND GRATES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION WILL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. I. ANY DAMAGE TO ADJACENT PROPERTY OR STRUCTURES SHALL ANY DAMAGE TO ADJACENT PROPERTY OR STRUCTURES SHALL BE REPAIRED OR REPLACES AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE PARK DISTRICT AND ADJACENT PROPERTY OWNER(S). J. NO CONCRETE SHALL BE INSTALLED UNTIL THE FORMS HAVE NO CONCRETE SHALL BE INSTALLED UNTIL THE FORMS HAVE BEEN INSPECTED FOR LINE, GRADE AND SUBGRADE CONDITIONS BY THE OWNER. IT IS SUGGESTED THAT THE INSPECTIONS BE ARRANGED FOR, AT LEAST 48 HOURS IN ADVANCE OF THE CONCRETE PLACEMENT. K. ELEVATIONS SHOWN ARE USGS DATUM UNLESS OTHERWISE ELEVATIONS SHOWN ARE USGS DATUM UNLESS OTHERWISE NOTED. L. THE ELEVATIONS SHOWN ON THE PLANS ARE FINISHED THE ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADES OF PROPOSED PAVEMENT, WALKS OR TURF UNLESS OTHERWISE INDICATED. M. A SMOOTH TRANSITION SHALL BE EFFECTED BETWEEN NEW A SMOOTH TRANSITION SHALL BE EFFECTED BETWEEN NEW AND EXISTING CONSTRUCTION, AND TEMPORARY CONSTRUCTION. N. ELEVATIONS OF SEWER LINES AND THEIR LOCATIONS WILL BE ELEVATIONS OF SEWER LINES AND THEIR LOCATIONS WILL BE VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS. PROPOSED DRAINAGE ELEVATIONS AND GRADES MAY BE REVISED TO MEET FIELD CONDITIONS. O. EXISTING SITE UTILITIES, SUCH AS VALVES, SANITARY AND EXISTING SITE UTILITIES, SUCH AS VALVES, SANITARY AND STORM CASTINGS, AND HYDRANTS, ETC. SHALL BE ADJUSTED TO THE ELEVATION OF THE FINISHED GROUND SURFACE. THE CONTRACTOR SHALL EXERCISE CARE IN GRADING AND ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. P. THE OWNER SHALL REVIEW ALL HARD SURFACE PAVEMENT THE OWNER SHALL REVIEW ALL HARD SURFACE PAVEMENT ELEVATIONS PRIOR TO CONSTRUCTION. GIVE OWNER 24 HOURS NOTICE. ALL HARD SURFACE PAVEMENTS SHALL DRAIN COMPLETELY AT 1.0% MIN. SLOPE (UNLESS OTHERWISE SPECIFIED). Q. THE CONTRACTOR SHALL EXCAVATE, BACKFILL, COMPACT, THE CONTRACTOR SHALL EXCAVATE, BACKFILL, COMPACT, GRADE AND SHAPE THE SUBGRADE AS DEPICTED IN THE PLAN. HE SHALL IMPORT ADDITIONAL SUBSOIL AS NECESSARY. R. ALL EXCAVATED TOPSOIL SHALL BE REUSED BY THE ALL EXCAVATED TOPSOIL SHALL BE REUSED BY THE CONTRACTOR FOR RESPREADING BENEATH BERMS AND LANDFORMS OR OTHER LANDSCAPE AREAS. IF CONSTRUCTION YIELDS ADDITIONAL TOPSOIL, IT SHALL BE STOCKPILED ON SITE IN AN AREA DESIGNATED BY THE OWNER. S. NO SOIL IS PLANNED TO LEAVE PROJECT SITE. ANY SOIL NO SOIL IS PLANNED TO LEAVE PROJECT SITE. ANY SOIL LEAVING THE SITE SHALL BE TESTED PER CCDD SPECIFICATIONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. T. WHEN EXCAVATING, BACKFILLING, OR GRADING BENEATH TREE WHEN EXCAVATING, BACKFILLING, OR GRADING BENEATH TREE DRIPLINE, REVIEW ALL PROPOSED WORK WITH THE OWNER. U. ELEVATIONS OF TOP OF FOOTINGS IN WOOD CHIP LOOSE FILL ELEVATIONS OF TOP OF FOOTINGS IN WOOD CHIP LOOSE FILL AREAS SHALL BE THE SAME AS THE BOTTOM OF MULCH/TOP OF SUBGRADE. ROUND THE TOP EDGES OFF ALL FOOTINGS FOR SAFETY. V. FINISHED GRADE ELEVATIONS IN TURF AREAS SHALL BE FINISHED GRADE ELEVATIONS IN TURF AREAS SHALL BE APPROXIMATELY 1" ABOVE ADJACENT PAVEMENTS, CURBS, ETC. TO ALLOW FOR SETTLEMENT. W. ALL STORM SEWER LATERALS WILL BE CONSTRUCTED AT A ALL STORM SEWER LATERALS WILL BE CONSTRUCTED AT A MINIMUM SLOPE OF 0.45 PERCENT UNLESS OTHERWISE NOTED ON PLANS.
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DIMENSION PLAN GENERAL NOTES: A. ALL DIMENSIONS WHICH ARE GIVEN BY THE GRID COORDINATE ALL DIMENSIONS WHICH ARE GIVEN BY THE GRID COORDINATE SYSTEM INDICATORS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. ALL FEATURES, CURBS, PAVEMENTS, AND WALLS SHALL BE LAID OUT AND PAINTED OR OTHERWISE MARKED IN THE FIELD BY THE CONTRACTOR AND VERIFIED BY THE OWNER PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. B. ALL CONCRETE CURVES SHALL BE SMOOTH AND CONTINUOUS ALL CONCRETE CURVES SHALL BE SMOOTH AND CONTINUOUS AS SHOWN IN THE DRAWINGS. SHARP BENDS OR KINKS IN THE PAVEMENT SHALL BE REMOVED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. C. ALL CONCRETE SCORING SHALL FOLLOW A 5' MODULE OR AS ALL CONCRETE SCORING SHALL FOLLOW A 5' MODULE OR AS SHOWN IN THE DRAWINGS. ALL EXPANSION JOINTS IN FLATWORK OR CURBS SHALL BE LOCATED AT 30' INTERVALS OR AS SHOWN. NO SAWCUT JOINTS WILL BE PERMITTED, TROWEL ONLY. SEE SPECIFICATIONS. D. UNLESS OTHERWISE NOTED, ALL CURB AND PAVEMENT ANGLES UNLESS OTHERWISE NOTED, ALL CURB AND PAVEMENT ANGLES SHALL BE CONSTRUCTED AT 90 DEGREE OR 45 DEGREE ANGLES. E. ALL PROPOSED RADII DIMENSIONS ARE TO BACK OF CURB ALL PROPOSED RADII DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
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GENERAL NOTES: A. THE LOCATIONS OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE LOCATIONS OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED TO BE INCLUSIVE. THIS INFORMATION REPRESENTS ONLY THE OPINION OF THE OWNER AND THE OWNER AS TO THE LOCATION AND ELEVATION OF THESE UTILITIES AND IS ONLY INCLUDED FOR THE CONVENIENCE OF THE BIDDERS. THE CONTRACTOR WILL BE REQUIRED TO ASCERTAIN THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF SUCH UTILITIES AND EXERCISE CARE DURING OPERATIONS SO AS NOT TO DAMAGE THEM. EACH CONTRACTOR AND SUBCONTRACTOR SHALL OBTAIN FROM RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION RELATIVE TO THE LOCATION AND ELEVATION OF THEIR FACILITIES AND THE WORKING SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR ADJUSTING THEM. PRIOR TO EXCAVATING, CALL JOINT UTILITIES LOCATION INFORMATION FOR EXCAVATORS (J.U.L.I.E.) AT 1-800-892-0123. B. THE CONTRACTOR MUST FURNISH, INSTALL, AND MAINTAIN THE CONTRACTOR MUST FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION FENCE AT WORK AREAS AND/OR AROUND EXISTING TREES TO REMAIN AS SHOWN. THIS FENCE MAY BE TAKEN DOWN PERIODICALLY TO AID IN CERTAIN CONSTRUCTION TASKS, HOWEVER MUST BE RE-ERECTED AT THE END OF EACH WORKING DAY. ALSO, THIS FENCE MAY BE RE-USED AND RELOCATED TO ACCOMMODATE PHASING. C. EARTHWORK AND PAVING SPECIFICATIONS: THE ILLINOIS EARTHWORK AND PAVING SPECIFICATIONS: THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION: LATEST EDITION", AND ALL ADDENDA THERETO, SHALL GOVERN THE EARTHWORK AND PAVING WORK UNDER THIS CONTRACT, EXCEPT AS MODIFIED BY THESE SPECIFICATIONS. D. UNDERGROUND SPECIFICATIONS: THE "STANDARD UNDERGROUND SPECIFICATIONS: THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS: LATEST EDITION", SHALL GOVERN THE UNDERGROUND WORK UNDER THIS CONTRACT, EXCEPT AS MODIFIED BY THESE SPECIFICATIONS. E. NO PLAN SHALL BE USED FOR CONSTRUCTION UNLESS NO PLAN SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION". PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY THE OWNER'S LINE AND GRADE STAKES. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE MUST IMMEDIATELY REPORT SAME TO OWNER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE OWNER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF THE OWNER SHALL BE FINAL AND CONCLUSIVE. F. COMPLIANCE WITH LOCAL ORDINANCES: ALL WORK PERFORMED COMPLIANCE WITH LOCAL ORDINANCES: ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE LOCAL AUTHORITY'S ORDINANCES AND STANDARDS. G. GUARANTEE: GUARANTEE: ALL WORK PERFORMED BY THE CONTRACTOR AND SUBCONTRACTOR UNDER THIS CONTRACT SHALL BE GUARANTEED TO THE LOCAL AUTHORITY AND OWNER BY EACH CONTRACTOR AND SUBCONTRACTOR AND HIS SURETY FOR A PERIOD OF 12 MONTHS AFTER THE FINAL ACCEPTANCE OF THE WORK AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE. H. ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS OTHERWISE SPECIFIED. I. CONTRACTOR SHALL VIDEO TAPE WORK AREAS AND THE CONTRACTOR SHALL VIDEO TAPE WORK AREAS AND THE EXISTING CONDITION OF EACH PARK AND ANY PARKING LOT, MULTI USE TRAIL, DRIVEWAY, ETC. WHICH WILL BE USED FOR ACCESS PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS. J. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL TYPES OF TRAFFIC ALONG ADJACENT ROADS AND WALKS. AT NO TIME SHALL ACCESS BE DENIED TO ANY ADJACENT BUSINESSES OR RESIDENCES. K. THE OWNER SHALL NOT HAVE CONTROL OVER OR CHARGE AND THE OWNER SHALL NOT HAVE CONTROL OVER OR CHARGE AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE OWNER SHALL NOT HAVE CONTROL OVER OR CHARGE THE CONTRACTORS, SUBCONTRACTORS, OR THEIR AGENTS. COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL RULES IS AND SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. L. TIME IS OF THE ESSENCE RELATIVE TO THE CONSTRUCTION TIME IS OF THE ESSENCE RELATIVE TO THE CONSTRUCTION TIME LINE. CONTRACTORS MUST START WORK IMMEDIATELY UPON NOTICE TO PROCEED. M. ALL WORK SHALL COMPLY WITH THE CURRENT REQUIREMENTS ALL WORK SHALL COMPLY WITH THE CURRENT REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT FOR PHYSICALLY HANDICAPPED PEOPLE. N. WHEN APPLICABLE, TEMPORARY PARTITIONS AND CONSTRUCTION WHEN APPLICABLE, TEMPORARY PARTITIONS AND CONSTRUCTION BARRIERS SHALL BE ERECTED TO PROTECT THE PUBLIC AND TO PROVIDE SECURITY. O. EACH CONTRACTOR SHALL DO ALL NECESSARY CUTTING, EACH CONTRACTOR SHALL DO ALL NECESSARY CUTTING, FITTING, AND PATCHING OF HIS OWN WORK. HE SHALL ALSO DO ALL REMOVING AND ALTERING OF THE WORK AS REQUIRED TO MAKE THE SATISFACTORY CONNECTION AND INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION AND FINISHING WORK; RESTORE TO MATCH ADJOINING CONSTRUCTION AND FINISHES.
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P.ALL WORK SHALL BE ACCOMPLISHED IN A FIRST-CLASS ALL WORK SHALL BE ACCOMPLISHED IN A FIRST-CLASS MANNER, COMPLETE AND READY FOR THE USE INTENDED. CONTRACTORS SHALL BE RESPONSIBLE FOR FAULTY MATERIALS AND WORKMANSHIP AND SHALL REMEDY ANY DEFECTS THERETO AND SHALL PAY FOR ANY DAMAGES TO OTHER WORK RESULTING THEREFROM, WHICH SHALL APPEAR FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE WORK.
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TREE PRESERVATION NOTES: DURING CONSTRUCTION TAKE ALL REASONABLE STEPS NECESSARY TO PREVENT THE DESTRUCTION OR DAMAGING OF TREES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A. NO CONSTRUCTION ACTIVITY, MOVEMENT AND/OR PLACEMENT NO CONSTRUCTION ACTIVITY, MOVEMENT AND/OR PLACEMENT OF EQUIPMENT OR MATERIAL OR SPOILS STORAGE SHALL BE PERMITTED OUTSIDE THE CONSTRUCTION LIMITS OR WITHIN THE TREE PRESERVATION AREA. NO EXCESS SOIL, ADDITIONAL FILL, LIQUIDS OR CONSTRUCTION DEBRIS SHALL BE PLACED WITHIN THE ROOT ZONE OF ANY TREE THAT IS REQUIRED TO REMAIN. B. CRUSHED LIMESTONE, HYDROCARBONS AND OTHER MATERIALS CRUSHED LIMESTONE, HYDROCARBONS AND OTHER MATERIALS DETRIMENTAL TO TREES SHALL NOT BE DUMPED WITHIN THE ROOT ZONE OF ANY TREE, NOR AT ANY HIGHER LOCATION WHERE DRAINAGE TOWARD THE TREE COULD CONCEIVABLY AFFECT THE HEALTH OF THE TREE. C. APPROPRIATE PROTECTIVE FENCING SHALL BE TEMPORARILY APPROPRIATE PROTECTIVE FENCING SHALL BE TEMPORARILY INSTALLED FOR PROTECTION OF REMAINING TREES. APPROPRIATE PROTECTIVE FENCING SHALL INCLUDE WOODEN SNOW FENCE, AND/OR VINYL CONSTRUCTION FENCE. D. ALL REQUIRED PROTECTIVE FENCING OR OTHER PHYSICAL ALL REQUIRED PROTECTIVE FENCING OR OTHER PHYSICAL BARRIER MUST BE IN PLACE AND APPROVED BY THE PARK DISTRICT PRIOR TO BEGINNING CONSTRUCTION. THE FENCING MUST REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PERIOD TO PREVENT THE IMPINGEMENT OF CONSTRUCTION VEHICLES, MATERIALS, SPOILS AND EQUIPMENT INTO OR UPON THE TREE PRESERVATION AREA. ALL FENCING MUST BE SECURED TO METAL POSTS DRIVEN INTO THE GROUND AND SPACED NO FURTHER THAN 10 FEET APART. E. NO ATTACHMENTS, FENCES OR WIRES, OTHER THAN THOSE NO ATTACHMENTS, FENCES OR WIRES, OTHER THAN THOSE APPROVED FOR BRACING, GUYING OR WRAPPING, SHALL BE ATTACHED TO TREES DURING THE CONSTRUCTION PERIOD. F. UNLESS OTHERWISE INDICATED ON THE PLANS, NO SOIL IS TO UNLESS OTHERWISE INDICATED ON THE PLANS, NO SOIL IS TO BE REMOVED FROM WITHIN THE ROOT ZONE OF ANY TREE THAT IS TO REMAIN. G. IF, IN THE OPINION OF THE PARK DISTRICT, THE NECESSARY IF, IN THE OPINION OF THE PARK DISTRICT, THE NECESSARY PRECAUTIONS AS SPECIFIED WERE NOT UNDERTAKEN BEFORE CONSTRUCTION COMMENCED, OR ARE NOT MAINTAINED AT ANY TIME DURING CONSTRUCTION, A STOP WORK ORDER SHALL BE ISSUED UNTIL SUCH TIME AS THE CONTRACTOR COMPLIES WITH THE PRECAUTIONS HEREIN.
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GRADING AND ADA NOTES A. INSTALL AND MAINTAIN SILT FENCE AT THE PERIMETER OF INSTALL AND MAINTAIN SILT FENCE AT THE PERIMETER OF THE CONSTRUCTION ZONE. INSTALL HAY BALE EROSION CONTROL AROUND ALL PROPOSED AND EXISTING STRUCTURES RECEIVING DRAINAGE FROM DISTURBED AREAS. SILT FABRIC UNDER THE LID IS NOT AN ACCEPTABLE ALTERNATIVE IN LANDSCAPED AREAS. B. THE GRADING AND CONSTRUCTION OF PROPOSED THE GRADING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE DONE IN A MANNER WHICH WILL ALLOW FOR POSITIVE DRAINAGE, AND NOT CAUSE PONDING OF STORMWATER ON THE SURFACE OF PROPOSED IMPROVEMENTS. C. MAXIMUM SIDEWALK CROSS SLOPES SHALL BE 2.0%. MAXIMUM MAXIMUM SIDEWALK CROSS SLOPES SHALL BE 2.0%. MAXIMUM LONGITUDINAL SIDEWALK SLOPE SHALL BE 4.9%. CONTACT OWNER IF CONFLICTS EXIST.
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WATER/UTILITY NOTES: A. FIELD VERIFY INVERT & LOCATIONS OF EXISTING UTILITY FIELD VERIFY INVERT & LOCATIONS OF EXISTING UTILITY MAINS PRIOR TO INSTALLING ANY ON-SITE UTILITIES OR STRUCTURES. ALL ELEVATIONS AND INVERTS REFERENCING SAID UTILITY SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF ANY NEW STRUCTURES OR UTILITIES, AND ADJUSTMENTS SHALL BE MADE AS NECESSARY. CONTACT OWNER PRIOR TO INSTALLATION IF DISCREPANCY EXISTS WITH THESE DRAWINGS. B. COORDINATE THE RELOCATION OF ANY UTILITIES ENCOUNTERED COORDINATE THE RELOCATION OF ANY UTILITIES ENCOUNTERED AND REPLACEMENT OF ANY UTILITIES DAMAGED WITHIN INFLUENCE ZONE OF NEW CONSTRUCTION. CONTACT OWNER IF THE EXISTING UTILITIES VARY APPRECIABLY FROM THE PLANS. C. ALL WATER MAIN AND SERVICES SHALL BE INSTALLED AT A ALL WATER MAIN AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 5.5' FROM TOP OF FINISHED GROUND ELEVATION TO TOP OF MAIN. D. PROTECTION OF WATER SUPPLIES SHALL BE AS DESCRIBED IN PROTECTION OF WATER SUPPLIES SHALL BE AS DESCRIBED IN SECTION 370.350 OF THE ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS OR SECTION 41-2.01 OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION.
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LANDSCAPE PLAN GENERAL NOTES: A. ALL PLANTINGS PER PLANS TO BE SUPPLIED AND INSTALLED ALL PLANTINGS PER PLANS TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. SEED/SOD TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. B. NOTE THAT PLANT LIST QUANTITIES ARE FOR THE NOTE THAT PLANT LIST QUANTITIES ARE FOR THE INSTALLER'S CONVENIENCE ONLY. INSTALLER SHALL VERIFY ALL QUANTITIES. C. SEED ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. SEED ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. D. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. E. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE OWNER BEFORE, DURING AND AFTER INSTALLATION. F. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
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AR
EA
PLA
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MU
LC
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D
SH
ELT
ER
AP
PR
OA
CH
RA
MP
ED
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ININ
G
BLO
CK
C
U
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B
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D
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MP
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/VA
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FIR
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NT
W
AT
ER
MH
RIM
=643.1
9'
T.P
IPE
=637.5
9'
INLE
T
FL=641.7
4'
INV
=638.8
0'
OU
TLE
T
NO
T F
OU
ND
SA
N. M
H
RIM
=642.9
9'
INV
=630.8
4' (1
0")
SA
N. M
H
RIM
=643.0
6'
INV
=630.0
6' (1
0")
P
E
A
R
T
R
E
E
W
A
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CU
T C
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BE
NC
HM
AR
K:
EL=642.4
5' N
AV
D88
License expiration date 11-30-2020
PREPARED FOR
FIELD WORK COMPLETED:
JOB NO.
319-63
COMPARE ALL POINTS BEFORE
BUILDING BY THE SAME AND AT
ONCE REPORT ANY DIFFERENCE.
PLAT OF TOPOGRAPHY
2600 KESLINGER ROAD SUITE A
GENEVA, ILLINOIS 60134
PHONE:630-232-7705 FAX:630-232-7725
D.F.L.S.
E-MAIL: DFLS @SBCGLOBAL.NET
DALE FLOYD LAND SURVEYING L.L.C.
STATE OF ILLINOIS
S.S.
COUNTY OF KANE
WE, DALE FLOYD LAND SURVEYING L.L.C., A
PROFESSIONAL DESIGN FIRM, LICENSE NO. 184-007094
DO HEREBY CERTIFY THAT THE ABOVE DESCRIBED
PROPERTY HAS BEEN SURVEYED IN THE MANNER
REPRESENTED ON THE PLAT HEREON DRAWN.
DIMENSIONS ARE SHOWN IN FEET AND DECIMAL PARTS
THEREOF.
GENEVA. ILLINOIS _____________A.D. 2019
________________________________________.
ILLINOIS PROFESSIONAL LAND SURVEYOR
NO. 035-003908
3-31-2019
PLAINFIELD PARK DISTRICT
4-3
OF
HERITAGE MEADOWS PARK
PLAINFIELD, ILLINOIS
BENCHMARK:
NAPERVILLE 44, PID IL/WILL AA3750
EL=684.38' NAVD 88
T/W
ALL=
645.6
0'
LEGEND OF SYMBOLS & ABBREVIATIONS
EASEMENT
BLDG. LINE
BLDG. TIE
FENCE
FND.I.P.
FND.I.R.
= FOUND IRON PIPE
= FOUND IRON ROD
BRICK
ASPHALT
CONCRETE
STONE
GRAVEL
TELEPHONE
UTILITY LINES
T T T T
GAS
ELECTRIC
WATER
SEWER
G G G G
E E E E
W W W W
S S S S
OVERHEAD WIRES
SYMBOLS
POWER POLE
LIGHT POLE
TRANSFORMER
UTILITY PEDESTAL
GAS VALVE
WATER VALVE
B-BOX
MANHOLE
CATCH BASIN
FIRE HYDRANT
ELECTRIC METER
GAS METER
TRAFFIC SIGNAL
FLAG POLE
AUTO SPRINKLER
FLARED END SECTION
BOLLARD
S
SIGN
WATER METER
WM
INLE
T
RIM
=642.7
0'
INV
=635.4
9'
THIS RIM LOCATION BASED ON GOOGLE
EARTH AERIAL IMAGERY AND
ELEVATION DATA TAKEN FROM CEMCON
LTD. GRADING & DRAINAGE PLAN FOR
THE FIELDS AT HERITAGE MEADOWS
DATED 12-16-98
SANITARY MANHOLE
BE
NC
HE
S
SIG
N
SIG
N
HM-1
HeritageMeadows ParkPlaygroundRenovation
Sheet Title
Issues & Revisions# Date Description
North
Project
815-436-881223729 West Ottawa Street
Scale: 1" = 10'
50 10 20 30
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
EXISTINGSITE
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642.73
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642.24
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642.40
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642.34
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642.08
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642.85
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642.88
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643.01
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643.08
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642.98
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643.04
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643.07
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643.14
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642.62
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642.38
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642.95
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643.11
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643.48
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643.16
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643.34
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641.29
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637.96
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636.31
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636.23
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636.36
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637.78
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636.27
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636.26
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638.03
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640.78
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642.43
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643.17
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643.06
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643.23
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643.15
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643.19
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643.12
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640.44
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643.04
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642.65
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642.59
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642.48
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642.75
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642.82
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643.08
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643.03
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643.09
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643.24
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643.11
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643.08
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643.78
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643.94
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644.66
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644.95
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645.59
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645.60
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642.44
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642.84
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642.32
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644.45
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12" RCP
?
SH
ELT
ER
W
AT
ER
MH
RIM
=643.1
9'
T.P
IPE
=637.5
9'
INLE
T
FL=641.7
4'
INV
=638.8
0'
SA
N. M
H
RIM
=642.9
9'
INV
=630.8
4' (1
0")
P
E
A
R
T
R
E
E
W
A
Y
CU
T C
RO
SS
BE
NC
HM
AR
K:
EL=642.4
5' N
AV
D88
THIS RIM LOCATION BASED ON GOOGLE
EARTH AERIAL IMAGERY AND
ELEVATION DATA TAKEN FROM CEMCON
LTD. GRADING & DRAINAGE PLAN FOR
THE FIELDS AT HERITAGE MEADOWS
DATED 12-16-98
EX. WALK TO
BE REMOVED
EX. WALL TO
BE REMOVED
EX. WOOD FIBER SURFACING, DRAINAGE
& PLAY EQUIPMENT FOOTINGS TO BE REMOVED.
ABOVE GRADE PLAY EQUIPMENT WILL BE REMOVED
BY KIDS AROUND THE WORLD AS NOTED.
EX. SHELTER TO REMAIN
EX. WALKS TO REMAIN
EX. WALK TO REMAIN
EX. TREE TO
REMAIN (typ)
EX. CURB TO REMAIN
TREE PROTECTION
FENCE (typ)
EX. PARK SIGN
TO REMAIN
CONSTRUCTION FENCE
SILT FENCE
CONSTRUCTION
ENTRY & STAGING
AREA
EX.BENCHES TO REMAIN
EX. CURB TO
BE REMOVED
EX. DRAIN LINE TO PONDVERIFY LOCATION ANDFUNCTIONALITY. REPORTANY ISSUES TO OWNER.
SAW CUT FLUSH
SAW CUT FLUSH
HeritageMeadows ParkPlaygroundRenovation
Sheet Title
Issues & Revisions# Date Description
North
Project
815-436-881223729 West Ottawa Street
Scale: 1" = 10'
50 10 20 30
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
DEMOLITION & SITE PREPARATION NOTES
DEMOLITION & SITE PREPARATION LEGEND
CONCRETE PAVING REMOVAL
BLOCK RETAINING WALL REMOVAL
CONCRETE CURB REMOVAL
WOOD FIBER, DRAINAGE & PLAY EQUIPMENT
FOOTING REMOVAL
CONSTRUCTION FENCE
SILT FENCE
TREE PROTECTION FENCE HM-2
DEMOLITION& SITEPREPARATION
1. EXISTING SITE INFORMATION BASED ON SURVEY PROVIDED BY
DALE FLOYD LAND SURVEYING LLC DATED MARCH 31, 2019.
2. PRIOR TO DEMOLITION, NOTIFY PROJECT MANAGER TO INSPECT
TREE PROTECTION MEASURES. CONTACT PARK DISTRICT.
3. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 2
BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED TO
THE LANDSCAPE ARCHITECT IMMEDIATELY. CALL J.U.L.I.E. @ 811.
CONTACT CITY OF AURORA TWO DAYS PRIOR TO CONSTRUCTION
TO MARK UTILITY.
4. PROTECT ALL EXISTING UTILITY STRUCTURES UNLESS SHOWN TO
BE ABANDONED OR REMOVED. TEMPORARY CONTAINMENT
FENCE AS SHOWN ON THE PLANS IS APPROXIMATE. THIS FENCE
MAY BE ORANGE "SNOW FENCE" WITH METAL OR WOOD STAKES
AS IS TYPICAL FOR THIS APPLICATION.
5. ALL STRUCTURES, UTILITIES, PAVEMENT AND DESIGNATED TREES
SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE
CAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO
REMAIN SHALL BE REPAIRED TO ORIGINAL CONDITION AT NO
COST TO THE OWNER.
6. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY
OF THE CONTRACTOR. DISPOSE IN ACCORDANCE WITH ALL
STATE, LOCAL AND FEDERAL GUIDELINES, UNLESS OTHERWISE
NOTED.
7. NOTIFY THE APPROPRIATE VILLAGE OF PLAINFIELD AGENCIES AT
LEAST TWO (2) BUSINESS DAYS PRIOR TO THE START OF ANY
WORK AFFECTING VILLAGE PROPERTY.
8. COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH
THE APPROPRIATE VILLAGE AGENCIES OR PRIVATE UTILITY . NO
WORK TO PUBLIC OR PRIVATE UTILITIES SHALL BE DONE
WITHOUT WRITTEN CONSENT BY UTILITY OWNER. ALL UTILITY
STRUCTURES TO REMAIN SHALL BE ADJUSTED TO FINISH GRADE
UNLESS OTHERWISE NOTED.
9. REVIEW CONSTRUCTION STAGING AND ENTRANCE WITH PARK
DISTRICT PROJECT MANAGER PRIOR TO THE START OF
CONSTRUCTION.
10. EXISTING PLAY EQUIPMENT WILL BE REMOVED BY BEING CUT AT
THE POST BASE AND LEAVING THE BELOW GRADE FOOTINGS
PRIOR TO THE START OF CONSTRUCTION BY KIDS AROUND THE
WORLD. CONTRACTOR SHALL BEGIN SITE PREPARATION AND
ERECT CONSTRUCTION FENCING PRIOR TO THIS REMOVAL.
11. THE CONTRACTOR SHALL KEEP THE PREMISES ON WHICH THE
WORK IS BEING DONE CLEAR OF RUBBISH AND DEBRIS AT ALL
TIMES. ALL MATERIALS AND DEBRIS REMOVED FROM THE SITE
SHALL BE DISPOSED OF LEGALLY.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR STREET CLEANING
TO KEEP ADJACENT STREETS AND ALLEYS CLEAR OF DIRT AND
DEBRIS.
13. CONTRACTOR SHALL REMOVE EVERYTHING NECESSARY TO
COMPLETE CONSTRUCTION. LABELS ARE FOR CONVENIENCE
ONLY AND THE CONTRACTOR SHALL VERIFY REMOVALS PRIOR TO
SUBMITTING THE BID FOR WORK ON THIS PROJECT.
14. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL
CONSTRUCTION BARRIERS AND FENCING TO PROTECT THE
PROPOSED WORK, FOR PUBLIC SAFETY AND TO PROVIDE
SECURITY.
15. EXISTING DEBRIS PILES NOT ACCOUNTED FOR ON THE SURVEY
SHALL BE CLEARED AND DISPOSED OF BY THE CONTRACTOR.
16. SILT FENCE AND EROSION CONTROL MEASURES, IF REQUIRED BY
LOCAL CODE, ARE THE RESPONSIBILITY OF THE CONTRACTOR.
DETAIL REFERENCE
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CATTAILS
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2 D-2
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3 D-2
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SH
ELT
ER
W
AT
ER
MH
RIM
=643.1
9'
T.P
IPE
=637.5
9'
INLE
T
FL=641.7
4'
INV
=638.8
0'
SA
N. M
H
RIM
=642.9
9'
INV
=630.8
4' (1
0")
P
E
A
R
T
R
E
E
W
A
Y
CU
T C
RO
SS
BE
NC
HM
AR
K:
EL=642.4
5' N
AV
D88
THIS RIM LOCATION BASED ON GOOGLE
EARTH AERIAL IMAGERY AND
ELEVATION DATA TAKEN FROM CEMCON
LTD. GRADING & DRAINAGE PLAN FOR
THE FIELDS AT HERITAGE MEADOWS
DATED 12-16-98
EX. SHELTER TO REMAIN
EX. WALKS TO REMAIN
EX. WALK TO REMAIN
EX. TREE TO
REMAIN (typ)
EX. CURB TO REMAIN
TREE PROTECTION
FENCE (typ)
EX. PARK SIGN
TO REMAIN
EX.BENCHES TO REMAIN
CLEANOUT (SEE
SHEET HM4 FOR
MORE DETAILS)
PROPOSED 18"
CONCRETE CURB
C
B
A
PROPOSED
ACCESS RAMP
CONTROL
JOINT (typ)
EXPANSION
JOINT (typ)
PROPOSED
CONCRETE
WALK
PROPOSED WOOD
FIBER SURFACING
PLAY EQUIPMENT
SAFETY ZONE LINE (typ)
PROPOSED PLAY EQUIPMENT
FOOTING - SEE MANUFACTURER'S
INSTALLATION MANUAL FOR MORE
DETAILS (typ)
PROPOSED
24" CONCRETE
CURB
PROPOSED THICKENED
EDGE CURB
CONSTRUCTION
ENTRY & STAGING
AREA
CONSTRUCTION FENCE
SILT FENCE
HeritageMeadows ParkPlaygroundRenovation
Sheet Title
Issues & Revisions# Date Description
North
Project
815-436-881223729 West Ottawa Street
Scale: 1" = 10'
50 10 20 30
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
CONSTRUCTION NOTES
GENERAL CONSTRUCTION LEGEND
EXISTING CONCRETE
EXISTING ASPHALT
PROPOSED CONCRETE
PROPOSED ENGINEERED WOOD FIBER
HM-3
CONSTRUCTIONPLAN
1. EXISTING SITE INFORMATION BASED ON SURVEY PROVIDED BY ZEITLER
CONSULTING , INC. DATED OCTOBER 20th 2016 .
2. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 2 BUSINESS DAYS PRIOR TO
THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL
BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY. CALL J.U.L.I.E. @ 811.
CONTACT CITY OF AURORA PARK DISTRICT PROJECT MANAGER 2 DAYS PRIOR TO
CONSTRUCTION TO MARK UTILITY.
3 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER UTILITIES
TO REMAIN FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUTS AND OTHER HAZARDS CREATED BY SITE
IMPROVEMENT OPERATIONS.
4. ALL WORK AND OPERATIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL ,
STATE AND LOCAL CODES AND ORDINANCES.
5. FENCE LINETYPE DOES NOT INDICATE POST LOCATIONS.
6. REGRADE, TOPSOIL & SOD OR SEED ALL LAWN AREAS DISTURBED DURING
CONSTRUCTION.
7. ALL WORK WITHIN ANY R.O.W. SHALL CONFORM TO STANDARDS AND
SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTIONS.
8. ALL DISTURBED AREAS TO BE SEEDED, SODDED OR PLANTED SHALL RECEIVE 9"
OF APPROVED TOPSOIL (LIGHTLY COMPACTED). TOPSOIL PROVIDED BY
CONTRACTOR.
9. WINTER SHUTDOWN SHALL BE ADDRESSED EARLY IN THE FALL GROWING SEASON
SO THAT SLOPES AND OTHER BARE EARTH AREAS MAY BE STABILIZED WITH
TEMPORARY AND/OR PERMANENT VEGETATIVE COVER FOR PROPER EROSION
AND SEDIMENT CONTROL.
10. STABILIZATION OF DISTURBED AREAS MUST BE INITIATED WITHIN ONE WORKING
DAY OF PERMANENT OR TEMPORARY CESSATION OF EARTH DISTURBING
ACTIVITIES AND SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NOT LATER
THAN 14 DAYS FROM THE INITIATION OF THE STABILIZATION WORK IN AN AREA.
DESCRIPTIONPARTQTY.KEY
SITE FURNISHINGS & COMPONENTS
A1 Modular Play Structure by GAMETIME via Cunningham Recreation
DETAIL REFERENCE
INSTALL PER
MANUFACTURER'S
GUIDELINES
CUSTOM
B1 Mini Sky Runner by GAMETIME via Cunningham Recreation
INSTALL PER
MANUFACTURER'S
GUIDELINES
6202
C1 Swing Set by GAMETIME via Cunningham Recreation
INSTALL PER
MANUFACTURER'S
GUIDELINES
18826, 18827, 5152,
8910, 8696, 5165
CONTROL JOINT
EXPANSION JOINT
DETAIL REFERENCE
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CATTAILS
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INLET
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RIM=642.70'
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INV=635.49'
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SIGN
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SIGN
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12" RCP
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SCHOONER CLIMBER
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B
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SCHOONER CLIMBER
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B
AutoCAD SHX Text
CLIMBER ENTRYWAY (3D)
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CLIMBER ENTRYWAY (3D)
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A
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POD
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A
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A
AutoCAD SHX Text
A
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SLOPED FUNNEL CLIMBER (BARRIER)
AutoCAD SHX Text
4'
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A
AutoCAD SHX Text
A
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A
AutoCAD SHX Text
A
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'S' CRAWL TUBE
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4'
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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CORKSCREW CLIMBER
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
ARCHWAY w/ SOCKET (3D)
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
VERT WALL CLIMBER
AutoCAD SHX Text
CLIMBER ENTRYWAY (3D)
AutoCAD SHX Text
INTERACTIVE PANEL TIC-TAC-TOE
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A
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A
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90° PLAY PORTFUNNEL BRIDGE
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3'
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A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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RUMBLE & ROLL ZIP SLIDE
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
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TIN ROOF HEX
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A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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A
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A
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SHADOW PLAY TREE (SINGLE)
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A
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SHADOW PLAY TREE (SINGLE)
AutoCAD SHX Text
A
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SHADOW PLAY TREE (SINGLE)
AutoCAD SHX Text
A
AutoCAD SHX Text
SHADOW PLAY TREE (SINGLE)
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6' COSMIX CLIMBER
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A
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B
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B
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FLOWER TALK TUBE (2-5)
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A
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FLOWER TALK TUBE (2-5)
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A
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STORE FRONT PANEL (BELOW)
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DOUBLE SEAT (BELOW)
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GANZA (BELOW)
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3 IN A ROW
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B
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F5 SPIRAL SLIDE w/ HOOD
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K
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6'
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SPIRAL STEP CLIMBER
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B
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ARCHWAY w/ SOCKET (3D)
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ENCLOSURE (3D) w/ MOLDED STEERING WHEEL
AutoCAD SHX Text
RIVER ROCK CLIMBER
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
CLIMBER ENTRYWAY (3D)
AutoCAD SHX Text
TRANSFER SYSTEM (3D) (1' RISE)
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B
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B
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A
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TRANSFER PLATFORM (3D)
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ACCESS ATTACHMENT
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A
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4"
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SUSPENSION BRIDGE (3D)
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3'
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A
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A
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A
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A
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CONTOURED SEAT PANEL
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WAVE CLIMBER
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B
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B
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CLIMBER ARCHWAY w/ D-RUNG (3D)
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FROG SLIDE PUZZLE
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A
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SHADOW PLAY TREE (SINGLE)
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A
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SHADOW PLAY TREE (SINGLE)
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6202
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MINI SKY RUNNER
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PRIMETIME SWING
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18826
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18826
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18827
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18827
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PRIMETIME SWING (ADD-A-BAY)
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5152
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5152
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5152
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5152
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PRIMETIME SOLO SWING (ADD-A-BAY)
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BELT SEAT PACKAGE 3 1/2" O.D.
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BELT SEAT PACKAGE 3 1/2" O.D.
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ENCLOSED TOT SEAT PACKAGE 3 1/2" O.D.
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ENCLOSED TOT SEAT PACKAGE 3 1/2" O.D.
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EXPRESSION SWING w/ ADAPTIVE SEAT 3 1/2" TOPRAIL, 8' HIGH
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2 D-2
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2 D-1
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1 D-1
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6/7/8 D-1
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3 D-1
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4 D-1
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5 D-1
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4 D-2
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2 D-2
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3 D-2
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9 D-2
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X D-X
?
SH
ELT
ER
W
AT
ER
MH
RIM
=643.1
9'
T.P
IPE
=637.5
9'
INLE
T
FL=641.7
4'
INV
=638.8
0'
SA
N. M
H
RIM
=642.9
9'
INV
=630.8
4' (1
0")
P
E
A
R
T
R
E
E
W
A
Y
CU
T C
RO
SS
BE
NC
HM
AR
K:
EL=642.4
5' N
AV
D88
THIS RIM LOCATION BASED ON GOOGLE
EARTH AERIAL IMAGERY AND
ELEVATION DATA TAKEN FROM CEMCON
LTD. GRADING & DRAINAGE PLAN FOR
THE FIELDS AT HERITAGE MEADOWS
DATED 12-16-98
TREE PROTECTION
FENCE (typ)
MEG
MEG
MEG
CURB FLUSHWITH EX.
THICKENED EDGECURB FLUSHWITH NEWWALK
EWF TO BE SETAT 642.6 ELEVATIONCOMPACTED
644
645
643
BERM FOR SPOILSEXACT SIZE PER
VOLUME NEEDED
4" PERF.DRAINTILE (typ)
4" SOLIDDRAINTILE (typ)
CONNECT TO EX. PIPE -PROVIDE ALLMATERIALS NEEDEDTO CONNECT
643CLEANOUT
643
644
645
643
EX. DRAIN LINE TO PONDVERIFY LOCATION ANDFUNCTIONALITY. REPORTANY ISSUES TO OWNER.
CONSTRUCTION FENCE
SILT FENCE
4" PERF.DRAINTILE (typ)
645
644
MEG
HM-4
HeritageMeadows ParkPlaygroundRenovation
Sheet Title
Issues & Revisions# Date Description
North
Project
815-436-881223729 West Ottawa Street
Scale: 1" = 10'
50 10 20 30
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
GRADING &DRAINAGEPLAN
GRADING NOTES
1. BEFORE ANY EXCAVATION ON THE SITE, CALL JULIE @ 811. TO LOCATE ANY EXISTING UTILITIES
ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATIONS OF ALL BURIED
UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL
BE LIABLE FOR COST OF REPAIRING OR REPLACING ANY BURIED CONDUITS, CABLES OR PIPING
DAMAGED DURING THE INSTALLATION OF THIS WORK.
2. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT
ANY DISTURBANCE OF EXISTING TREES INCLUDING ROOT ZONES. USE TREE PROTECTION
BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN IN PLACE AGAINST
UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR
SMOTHERING OF TREES. DRIVING, PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF
VEHICLES, EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP OF THE ROOT ZONES
AND/OR WITHIN THE DRIP LINE OF EXISTING TREES OR OTHER PLANT MATERIAL TO REMAIN IS
STRICTLY PROHIBITED.
3. ADJUST ALL UTILITY STRUCTURES TO MEET FINISH GRADE, UNLESS NOTED OTHERWISE.
4. GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OR OTHER IRREGULARITIES
AFTER THOROUGH SETTLEMENT AND COMPACTION OF SOIL, AND SHALL BE UNIFORM IN SLOPE
BETWEEN GRADING CONTROLS AND THE ELEVATIONS INDICATED.
5. MAXIMUM SLOPE ON LAWN AREAS SHALL BE 4:1.
6. ALL NEW PAVING TO HAVE A MAX. CROSS SLOPE OF 2% AND MIN. OF 1%. ALL NEW PAVING SHALL
BE SLOPED TO DRAIN TO ADJACENT CURB OR YARD DRAIN/CATCH BASIN.
7. ANY PROPOSED GRADES ON PAVEMENT LESS THAN 1% OR GREATER THAN 5% SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PAVEMENT
INSTALLATION.
8. FINISH GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK AND BE 1" BELOW TOP OF
CURBS AND ADJACENT PAVING, UNLESS OTHERWISE INDICATED.
9. GRADE TRANSITIONS SHALL BE SMOOTH & CONTINUOUS.
10. ASSURE POSITIVE DRAINAGE. NO PONDING OR PUDDLING.
11. EROSION CONTROL SILT FENCE, IF REQUIRED BY VILLAGE OR OTHER AGENCY, IS
RESPONSIBILITY OF THE CONTRACTOR.
12. CONTRACTOR SHALL PROTECT ALL DRAINTILE AFTER INSTALLATION.
13. PIPE SLOPE SHALL BE 0.5% MINIMUM.
GRADING LEGEND
PROPOSED SPOT ELEVATION
TC - TOP OF CURB
INV - PIPE INVERT
PROPOSED MAJOR CONTOUR LINE
PROPOSED MINOR CONTOUR LINE
DRAINAGE DIRECTION
EXISTING CONTOUR LINE
EXISTING SPOT ELEVATION
PERFORATED 4" DRAINTILE
SOLID 6" PVC PIPE
MEET EX. GRADE
DETAIL REFERENCE
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645
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644
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644
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643
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643
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642
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641
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10"
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10"
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10"
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10"
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10"
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CATTAILS
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POND
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EDGE OF WATER
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G
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G
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G
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G
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G
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643.24
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643.12
AutoCAD SHX Text
642.73
AutoCAD SHX Text
642.36
AutoCAD SHX Text
642.24
AutoCAD SHX Text
642.40
AutoCAD SHX Text
642.34
AutoCAD SHX Text
642.08
AutoCAD SHX Text
642.63
AutoCAD SHX Text
642.85
AutoCAD SHX Text
642.88
AutoCAD SHX Text
643.01
AutoCAD SHX Text
643.08
AutoCAD SHX Text
642.98
AutoCAD SHX Text
643.04
AutoCAD SHX Text
643.07
AutoCAD SHX Text
643.14
AutoCAD SHX Text
642.95
AutoCAD SHX Text
643.11
AutoCAD SHX Text
643.48
AutoCAD SHX Text
643.16
AutoCAD SHX Text
643.34
AutoCAD SHX Text
643.28
AutoCAD SHX Text
641.29
AutoCAD SHX Text
637.96
AutoCAD SHX Text
636.23
AutoCAD SHX Text
636.36
AutoCAD SHX Text
637.78
AutoCAD SHX Text
636.27
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638.03
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640.78
AutoCAD SHX Text
642.43
AutoCAD SHX Text
643.17
AutoCAD SHX Text
643.06
AutoCAD SHX Text
643.19
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643.23
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643.15
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643.19
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643.12
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643.19
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643.19
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643.10
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643.16
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643.12
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642.41
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641.37
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639.24
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637.71
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637.78
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640.44
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643.04
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642.65
AutoCAD SHX Text
642.59
AutoCAD SHX Text
642.48
AutoCAD SHX Text
642.58
AutoCAD SHX Text
642.75
AutoCAD SHX Text
642.82
AutoCAD SHX Text
643.08
AutoCAD SHX Text
642.98
AutoCAD SHX Text
643.00
AutoCAD SHX Text
643.03
AutoCAD SHX Text
643.09
AutoCAD SHX Text
642.98
AutoCAD SHX Text
643.24
AutoCAD SHX Text
643.11
AutoCAD SHX Text
643.17
AutoCAD SHX Text
643.08
AutoCAD SHX Text
643.21
AutoCAD SHX Text
643.29
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643.14
AutoCAD SHX Text
643.78
AutoCAD SHX Text
643.94
AutoCAD SHX Text
643.84
AutoCAD SHX Text
644.66
AutoCAD SHX Text
644.95
AutoCAD SHX Text
645.59
AutoCAD SHX Text
645.60
AutoCAD SHX Text
642.44
AutoCAD SHX Text
642.84
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642.32
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644.45
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644.50
AutoCAD SHX Text
644.58
AutoCAD SHX Text
643.17
AutoCAD SHX Text
642.57
AutoCAD SHX Text
642.69
AutoCAD SHX Text
642.71
AutoCAD SHX Text
643.56
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642.42
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642.53
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642.74
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642.85
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643.18
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643.12
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642.98
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644.23
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644.44
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643.18
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643.23
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643.25
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643.28
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643.10
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644.81
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643.48
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642.72
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642.60
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642.58
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643.32
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642.77
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643.28
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643.49
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643.47
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642.64
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642.65
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642.58
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642.76
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T/WALL=645.60'
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640
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639
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638
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637
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644
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643
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645
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INLET
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RIM=642.70'
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INV=635.49'
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SIGN
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SIGN
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644
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644.57
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644.70
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644.41
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644.66
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12" RCP
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4 D-2
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2 D-2
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3 D-2
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643
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644.23
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644.44
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643.28
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X D-X
?
SH
ELT
ER
W
AT
ER
MH
RIM
=643.1
9'
T.P
IPE
=637.5
9'
INLE
T
FL=641.7
4'
INV
=638.8
0'
SA
N. M
H
RIM
=642.9
9'
INV
=630.8
4' (1
0")
P
E
A
R
T
R
E
E
W
A
Y
CU
T C
RO
SS
BE
NC
HM
AR
K:
EL=642.4
5' N
AV
D88
THIS RIM LOCATION BASED ON GOOGLE
EARTH AERIAL IMAGERY AND
ELEVATION DATA TAKEN FROM CEMCON
LTD. GRADING & DRAINAGE PLAN FOR
THE FIELDS AT HERITAGE MEADOWS
DATED 12-16-98
EX. SHELTER TO REMAIN
EX. WALKS TO REMAIN
EX. TREE TO
REMAIN (typ)
EX. CURB TO REMAIN
EX.BENCHES TO REMAIN
CLEANOUT (SEE
SHEET HM4 FOR
MORE DETAILS)
PROPOSED
ACCESS RAMP
PROPOSED
CONCRETE
WALK
PROPOSED WOOD
FIBER SURFACING
PLAY EQUIPMENT
SAFETY ZONE LINE (typ)
PROPOSED THICKENED
EDGE CURB
100'
90°
120'
15' 9'-6"
7'-112"
4'-91 2"
9'-7"
6'-111 2"
22'-6"
R63'-1
1 2"
67'-8
"
8'-2"
R4'
3'-51 2"
3'-512"
6"
R21'-3 12 "
R14'-412"
R6'-10"
R23'-2
1 2"
32'-9
1 2"
15'-8"
27'-5
1 2"
33'-9"
9'-5"
3'-21 2"
17'-1
0"
26'-11"
37'-3" 2'-2"
5'
5'
5'
58'-512"
31'-1
1 2"
13'
28'-7
1 2"
4'-101 2"
5'-112"
13'-7
1 2"
8'-012"
13'-912"
10'-4
1 2"
26'-912"
2'-3"
5'-10"
20'-2
"
10'-412"
2'-6"
PROPOSED
CURB
STARTING POINT
FOR LAYOUT
RUN PARALLEL TO
SIDEWALK FOR 100'
ANGLE LAYOUT POINT.
RUN 120' SOUTHEAST
AT 90° ANGLE FROM
SIDEWALK LINE
4'-8"
9'-81 2"
6"
HeritageMeadows ParkPlaygroundRenovation
Sheet Title
Issues & Revisions# Date Description
North
Project
815-436-881223729 West Ottawa Street
Scale: 1" = 10'
50 10 20 30
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
HM-5
DIMENSIONPLAN
1. DIMENSIONS ARE FROM CENTERLINE, FACE OF CURB, FACE OF WALL, CENTER OF POST, OR
EDGE OF PAVEMENT.
2. ALL DIMENSIONS MUST BE FIELD VERIFIED AND ANY DISCREPANCIES REPORTED TO THE
LANDSCAPE ARCHITECT IMMEDIATELY.
3. WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, JOINT PATTERNS SHALL MATCH
AND SUPERCEDE JOINT PATTERNS SHOWN ON PLANS.
4. NOTIFY THE APPROPRIATE VILLAGE AGENCIES AT LEAST 48 HOURS PRIOR TO THE START OF
ANY WORK AFFECTING VILLAGE PROPERTY.
5. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 2 BUSINESS DAYS PRIOR TO THE
START OF CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED
TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
7. LANDSCAPE ARCHITECT WILL PROVIDE TO THE CONTRACTOR AUTOCAD FILES FOR LAYOUT
USE. IF THERE ARE DISCREPANCIES BETWEEN THIS SET OF PLANS AND THE ELECTRONIC
FILES, THE PLAN DRAWINGS SHALL CONTROL. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY
OF ANY DISCREPANCIES.
DEMOLITION & SITE PREPARATION NOTES
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CATTAILS
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INLET
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RIM=642.70'
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INV=635.49'
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SIGN
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12" RCP
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5'
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SH
ELT
ER
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AT
ER
MH
RIM
=643.1
9'
T.P
IPE
=637.5
9'
INLE
T
FL=641.7
4'
INV
=638.8
0'
SA
N. M
H
RIM
=642.9
9'
INV
=630.8
4' (1
0")
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EL=642.4
5' N
AV
D88
THIS RIM LOCATION BASED ON GOOGLE
EARTH AERIAL IMAGERY AND
ELEVATION DATA TAKEN FROM CEMCON
LTD. GRADING & DRAINAGE PLAN FOR
THE FIELDS AT HERITAGE MEADOWS
DATED 12-16-98
EX. SHELTER TO REMAIN
EX. WALKS TO REMAIN
EX. TREE TO
REMAIN (typ)
EX. CURB TO REMAIN
EX. PARK SIGN
TO REMAIN
EX.BENCHES TO REMAIN
PROPOSED
ACCESS RAMP
PROPOSED
CONCRETE
WALK
PROPOSED WOOD
FIBER SURFACING
PROPOSED
CURB
SEED OR SOD
RESTORATION
SEED OR SOD
RESTORATION
MULCH RING
AROUND EX TREE
MULCH RING
AROUND EX TREE
HeritageMeadows ParkPlaygroundRenovation
Sheet Title
Issues & Revisions# Date Description
North
Project
815-436-881223729 West Ottawa Street
Scale: 1" = 10'
50 10 20 30
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
LANDSCAPE NOTES
LANDSCAPE PLAN LEGEND
SOD OR SEED RESTORATION
TREE MULCH RING
HM-6
LANDSCAPEPLAN
DETAIL REFERENCE
1. ALL SOD OR SEED & MULCHING PROVIDED AND INSTALED BY CONTRACTOR.
2. NOTE THAT PLANT LIST QUANTITIES ARE FOR THE INSTALLER'S CONVENIENCE ONLY.
INSTALLER SHALL VERIFY ALL QUANTITIES.
3. SEED OR SOD (AS APPROVED BY OWNER) ALL LAWN AREAS DISTURBED DURING
CONSTRUCTION. AREAS SHOWN ON PLAN ARE APPROXIMATE AND ANY AREAS
DAMAGED DURING CONSTRUCTION MUST BE RESTORED AT NO ADDED COST TO THE
OWNER.
4. AREAS OF SEEDING WITH SLOPES OF 4:1 OR GREATER MUST BE COVERED WITH
HYDRO-MULCH PER SPECIFICATIONS. ALL OTHER AREAS MAY BE MULCHED WITH
STRAW PER SPECIFICATIONS.
5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
6. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE
ARCHITECT AND OWNER BEFORE, DURING AND AFTER INSTALLATION.
7. ALL EXISTING TREES IN RESTORATION AREA MUST BE COMPLETELY MULCHED AS
SPECIFIED.
8. PRIOR TO MULCHING APPLY A PRE-EMERGENT HERBICIDE (APPROVED BY OWNER) AS
RECOMMENDED BY THE MANUFACTURER TO PREVENT RECURRING WEED AND GRASS
GROWTH.
9. ALL WORK WITHIN ANY R.O.W. SHALL CONFORM TO STANDARDS AND SPECIFICATIONS
OF LOCAL AND/OR STATE JURISDICTIONS.
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S
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10"
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CATTAILS
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POND
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EDGE OF WATER
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INLET
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RIM=642.70'
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INV=635.49'
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SIGN
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SIGN
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12" RCP
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5'
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5'
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1 D-2
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1 D-2
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X D-X
D-1
Sheet Title
Issues & Revisions# Date Description
Project
815-436-881223729 West Ottawa Street
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
CONSTRUCTIONDETAILS
CONTROL / EXPANSION JOINTNOT TO SCALE2
THICKENED CURB EDGE (WALK/RAMP ACCESS)NOT TO SCALE5
4" REINFORCED CONCRETE WALKNOT TO SCALE1 6 X18 CONCRETE CURB
NOT TO SCALE3
Scale:AS NOTED
CONCRETE PAVING, SEE DETAIL 1
1
2
" PREFORMED DOWELED EXPANSION JOINT
WHERE ADJACENT TO CONCRETE PAVING (AT ENDS)
#5 REBAR CONT., 3 TOTAL, 2" CLEAR, TYP.
POURED CONCRETE WITH LIGHT BROOM FINISH
EWF, SEE DETAIL 9
6X6 WWM, W 2.9 X W 2.9,
CENTER IN SLAB, TYP.
COMPACTED OR UNDISTURBED
SUBGRADE
COMPACTED CA-6
NOTE:
PLACE CONTROL JOINTS EVERY 5' (MIN.)
15'-0"
0'-6"
0'-6
"0
'-6
"
0'-4
"0
'-6
"
6 CONCRETE ACCESS RAMP-RUNNING SECTIONNOT TO SCALE
9 ENGINEERED WOOD FIBER WITH DRAINAGENOT TO SCALE
STORM SEWER TRENCH: LANDSCAPE AREASNOT TO SCALE11 CLEANOUT IN EWF SURFACING
NOT TO SCALE12STORM SEWER TRENCH: PAVED/SURFACING AREASNOT TO SCALE10
6 X24 CONCRETE CURBNOT TO SCALE4
0'-4"
0'-6"
NOTES:
1. SEE DETAIL 2 THIS SHEET FOR JOINTS.
2. SEE SHEET HM-3 FOR PLACEMENT OF JOINTS.
3. HOLD SEED/LANDSCAPE 1/2" BELOW FINISH GRADE OF CONCRETE WHEN CONDITION OCCURS.
CA-6 COMPACTED
GRANULAR BASE
SUBGRADE
4" CONCRETE PAVEMENT
MEDIUM BROOM FINISH
CONDITION VARIES.
SEE PLANS FOR
MATERIAL
WWM 6X6 - W2.9 X W2.9
CENTER IN SLAB
7 NOT TO SCALE NOT TO SCALE8CONCRETE ACCESS RAMP-CROSS SECTION CONCRETE ACCESS RAMP-ISO DIAGRAM
COMPACTED OR UNDISTURBED
SUBGRADE
COMPACTED CA-6
LOCATE TOOL JOINTS 5' O.C.
5" CONCRETE STIFF
BROOM FINISH
4"
#5 ROD CONT.
#3 ROD @ 2'-0" O.C.
6X6 #8 WWM
(2" MIN. COVER)
4 "
8"
24" CURB, SEE DETAIL 4
6'-0"
1
2
" DIA. x 3"/6" SMOOTH DOWELL W/
SLEEVE 24" O.C.
2 #5 ROD CONT.
6"3"
4"10"
5'-0" 6"
1/2" BITUMINOUS FELT EXPANSION
JOINT FULL DEPTH OF CONCRETE
SEAL JOINT
6"
4"
24" CURB, SEE DETAIL 4
CONCRETE WALK SEE
DETAIL 1, SHEET D-1 &
SHEETS HM-3 & HM 5
FOR LAYOUT
LOCATE EXP/CONTROL
JOINTS PER PLANS
CURB TO START FLUSH WITH
WALK AND SLOPE UNTIL
CURB IS 4" ABOVE RAMP
5'-0"
5'-0"
THICKENED EDGE CURB
SEE DETAIL 5
EWF SURFACE PER
PLANS - SEE DETAIL &
GRADING & DRAINAGE PLAN
10'-0"
4"
4"
3
4
" RADIUS (typ)
1
2
"
4"
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%%uCONTROL JOINT
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%%uEXPANSION JOINT
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TROWELLED JOINT, TO OF DEPTH 14 TO OF DEPTH 15 OF DEPTH OF CONCRETE, 3/16" WIDE
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REINFORCED CONCRETE
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REINFORCED CONCRETE
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1/2" BITUMINOUS FELT EXPANSION JOINT FULL DEPTH OF CONCRETE SEAL JOINT
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1/2" DIA.x12" SMOOTH DOWEL W/ SLEEVE 24" O.C.
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1/2-IN CAULK
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COMPACTED SUBGRADE
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COMPACTED STONE BACKFILL UNDER WALK AND CURB
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4" REINFORCED CONCRETE WALK
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2-#4 REBAR (CONTINUOUS)
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3/4" RADIUS
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4" COMPACTED CA-6 GRANULAR BASE
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SLOPE SUBGRADE TOWARDS UNDERDRAINAGE (SEE GRADING PLAN)
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SOIL SEPARATOR EQUAL TO TYPAR 3401 GEOFABRIC OR APPROVED EQUAL
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NOTE: PLACE EXPANSION JOINT WITH TWO "OD X 12" STEEL SLIP RODS, 34"OD X 12" STEEL SLIP RODS, ONE END CAPPED AT MAXIMUM OF 30'-0" OC
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WOODCHIP LOOSE FILL PLAY SURFACE
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MEDIUM BROOM FINISH
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6" MIN. TOPSOIL, CONCRETE PAVEMENT OR PAVERS (SEE PLAN)
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HOLD WOOD CHIP LOOSE PLAY SURFACE DOWN BELOW TOP OF CURB (SEE GRADING PLAN)
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TYPAR GEOFABRIC TYPE 3401 OR APPROVED EQUAL
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2-#4 REBARS (CONTINUOUS) SET 3-IN FROM ALL SIDES
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4-IN MIN. CA-6 AGGREGATE BASE
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COMPACTED SUBGRADE
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NOTE: PLACE AN EXPANSION JOINT AT MAXIMUM OF 30'-0" O.C. WITH TWO " DIA. X 12" STEEL SLIP RODS WITH CAPS ON ONE END.34" DIA. X 12" STEEL SLIP RODS WITH CAPS ON ONE END.
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BACKFILL, SEE DETAIL 7
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4" FLEXIBLE PERFORATED UNDERDRAIN
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UNDISTURBED OR
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4"
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MIN.
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MIN.
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12"
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MIN 4" WASHED CA-7
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COMPACTED SUBGRADE
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FILTER FABRIC (TWO LAYERS)
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HARDWOOD RESILIENT SURFACING
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MIN. 12" COMPACTED DEPTH
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15
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1
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COMPACTED OR UNDISTURBED SUBGRADE
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4" CA-11 OR CA-13 GRANULAR BASE FOR BEDDING
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PIPE-SEE PLAN
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COMPACTED OR UNDISTURBED SUBGRADE
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COMPACTED ON-SITE GRADE "A" BACKFILL MATERIAL TO WITHIN 6" OF FINISH GRADE THEN ADD TOPSOIL TO FINISH GRADE
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CA-11 OR CA-13 GRANULAR MATERIAL SHALL EXTEND TO 12" ABOVE TOP OF PIPE. TAMP INTO PLACE.
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PVC CAP SET APPROX. 11-INCHES BELOW TOP OF EWF SURFACE
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3/4" WASHED AGGREGATE BACKFILL
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4" 90 HUB X HUB ELBOW, EXTENSION AND CAP (RIGID PVC)
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4" PERFORATED FLEXIBLE PVC - SEE DETAIL 10
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SOIL SEPARATOR TYPAR GEOFABRIC TYPE 3401 OR APPROVED EQUAL
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EWF SURFACING - SEE DETAIL 9
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COMPACTED OR UNDISTURBED SUBGRADE
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4" CA-11 OR CA-13 COMPACTED GRANULAR BASE FOR BEDDING
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PIPE-SEE PLAN
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COMPACTED OR UNDISTURBED SUBGRADE
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CA-7 COMPACTED GRANULAR MATERIAL
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HOLD WOOD CHIP LOOSE PLAY SURFACE DOWN BELOW TOP OF CURB (SEE GRADING PLAN)
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TYPAR GEOFABRIC TYPE 3401 OR APPROVED EQUAL
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2-#4 REBARS (CONTINUOUS) SET 3-IN FROM ALL SIDES
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4-IN MIN. CA-6 AGGREGATE BASE
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COMPACTED SUBGRADE
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NOTE: PLACE AN EXPANSION JOINT AT MAXIMUM OF 30'-0" O.C. WITH TWO " DIA. X 12" STEEL SLIP RODS WITH CAPS ON ONE END.34" DIA. X 12" STEEL SLIP RODS WITH CAPS ON ONE END.
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BACKFILL, SEE DETAIL 7
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EX. CONCRETE CURB SEE PLANS
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EX GRADE
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3/4" RADIUS (typ)
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MEDIUM BROOM FINISH
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6" MIN. TOPSOIL, CONCRETE PAVEMENT OR PAVERS (SEE PLAN)
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3/4" RADIUS (typ)
D-2
Sheet Title
Issues & Revisions# Date Description
Project
815-436-881223729 West Ottawa Street
PlaygroundRenovation atHeritage MeadowsPark
Date: May 13, 2019
SITEPREPARATIONDETAILS
Scale:AS NOTED
SILT FENCENOT TO SCALE3
INLET PROTECTION - SILT BAGNOT TO SCALE4
CONSTRUCTION & TREE PROTECTION FENCE NOT TO SCALE
2
·
·
·
·
·
·
·
·
·
·
·
·
·
·
DECIDUOUS TREE - FOR MULCHINGNOT TO SCALE1
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SILT FENCE NOTES: A) THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES. B) THE FILTER FABRIC SHOULD BE INSTALLED IN A CONTINUOUS ROLL ALONG THE LENGTH OF THE BARRIER. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER AT SUPPORT POSTS WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY SEALED. C) POSTS SHALL BE SPACED A MAXIMUM OF 5-FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). D) A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. E) WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, THE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH. F) THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. G) IF EXTRA STRENGTH FILTER FABRIC IS USED AND POSTS ARE SPACED AT 5 FEET ON CENTER MAX, THE WIRE MESH CAN BE ELIMINATED. H) SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
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SEE NOTE C
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3'-0" MAX
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WIRE MESH
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FILTER FABRIC
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COMPACTED FILL IN TRENCH
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NOTE: MATERIAL SHALL BE "CATCH-ALL" AS MANUFACTURED BY MAR-MAC MANUFACTURING. COST SHALL BE INCLUDED IN EROSION CONTROL. MATCH SILT BAG SHAPE TO INLET SHAPE; (ROUND-TO-ROUND, RECTANGULAR-TO-RECTANGULAR, ETC.)
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POLYESTER MESH REINFORCEMENT (OUTER LAYER)
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STAINLESS STEEL BAND (HEMMED INTO BAG)
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GALVANIZED STEEL FRAME
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OVERFLOW FEATURE
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LIFT HANDLES
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FORTY EIGHT DRAINAGE SLOTS AROUND PERIMETER
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DRIP LINE
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DRIP LINE
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NO GRADING OR TRESPASSING INSIDE FENCE. FINAL GRADING BY HAND NOT TO EXCEED 6'. DUPONT CONSTRUCTION FENCING # L-60 OR L-70. SECURE TO STEEL FENCE POSTS PLACED 6' O.C. INSTALL PRIOR TO ANY CONSTRUCTION. REMOVE AFTER OWNERS APPROVAL.
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LOCATE TOP OF BALL AND ROOT FLARE 2" ABOVE FINISHED GRADE.
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UNCOMPACTED TOPSOIL MIX TO BE 100% NATIVE, FREE OF STONES, LUMPS OF CLAY GREATER THAN 1" AND ALL OTHER EXTRANEOUS MATERIAL.
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WATERING SAUCER
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APPLY 3" LAYER OF MULCH OVER ENTIRE PLANTING PIT, KEEPING MULCH AWAY FROM TRUNK AND ROOT FLARE.
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WRAP TREE WITH APPROVED TREE WRAP IF PLANTED IN FALL, REMOVE IN SPRING.
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PLANTING NOTES: MARK NORTH SIDE OF TREE AT NURSERY AND ALIGN TO NORTH WHEN PLANTING. DO NOT REMOVE OR CUT PRIMARY LEADERS. PRUNE ONLY DEAD, BROKEN, CROSSING, OR WEAK BRANCHES, OR THOSE WITH NARROW CROTCHES. NO STRUCTURAL PRUNING OF THE TREE UNTIL AFTER ESTABLISHMENT PERIOD. ANY DOUBLE LEADERS SHALL BE REMOVED UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT. KEEP PLANTS MOIST AND SHADED UNTIL TIME OF PLANTING. ROTATE AND STRAIGHTEN TREE AS DIRECTED BY LANDSCAPE ARCHITECT. THOROUGHLY SOAK TREE IMMEDIATELY AFTER PLANTING MAINTAIN AS PER SPECIFICATION USE OF "HIGH PROFILE" BASKET WILL REQUIRE REMOVAL OF BASKET TOP RING(S) AND LOOPS LESS THAN 4-6" BELOW SHOULDER OF ROOT BALL PRIOR TO PLANTING. BURLAP MAY REMAIN. AFTER REMOVAL OF BASKET TOP HORIZONTAL RING(S) AND LOOPS, TWINE MAY BE RETIED OVER TOP OF ROOT BALL TO STABILIZE TRUNK THROUGH FIRST YEAR. SEE DRUM LACING ILLUSTRATION FOR RETYING INFORMATION. USE OF SYNTHETIC BURLAP AND TWINE IS PROHIBITED. DO NOT LIFT "PACKAGE" BY WIRE BASKET AS IT CAN CAUSE WIRE TO EXTEND ABOVE SHOULDER OF ROOT BALL. IF SIDES OF PLANTING PIT ARE GLAZED OR DRIED, USE A HAND TOOL TO BREAK UP SURFACE BEFORE PLANTING.
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COMPACT EXCAVATED SOIL AROUND BASE OF ROOT BALL TO STABILIZE.
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PLANT WITH BASE OF ROOT FLARE VISIBLE AT GRADE. TRUNK FLARE SHOULD BE VISIBLE AT TOP OF ROOT BALL.
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PLANTING PIT DIAMETER AT LEAST 2 TIMES ROOT BALL DIAMETER IN ALL DIRECTIONS. SIDES SHOULD SLOPE FROM SURFACE TO BOTTOM OF ROOT BALL.
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PLACE ROOT BALL ON STABLE SUBGRADE TO MINIMIZE SETTLEMENT.
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UNDISTURBED SUBGRADE
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SET TREE PLUMB
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SET TOP OF BALL 2" ABOVE ADJACENT GRADE, REMOVE TOP OF BURLAP 13 OF BURLAP AND CUT ALL TWINE. REMOVE ALL WIRE CAGE.
![Mapua Playground Renovation - coastalnews.onlinecoastalnews.online/Feb19.pdf · Mapua Drive Berm Landscaping [in need of further landscaping]: I am following up with our consents](https://img.dokumen.tips/doc/110x75/5e66d56e9dd49e754b3351f0/mapua-playground-renovation-mapua-drive-berm-landscaping-in-need-of-further-landscaping.jpg)
