21-04 Drawings

5.9 MB·English

by  Town of Arlington Massachusetts

Town of Arlington, Massachusetts
PLANS FOR THE IMPROVEMENTS TO
Chandler Street Playground
at Hardy Elementary School
TOWN OF ARLINGTON,
MASSACHUSETTS
ADAM W. CHAPDELAINE
52 Lake Street
TOWN MANAGER
730 MASSACHUSETTS AVE
Arlington, Massachusetts
ARLINGTON, MASSACHUSETTS, 02476
PHONE: [phone]
CONSTRUCTION
DOCUMENTS
SPECIAL NOTES REGARDING EXISTING CONDITIONS DOCUMENTATION:
1. A CURRENT EXISTING CONDITIONS SITE SURVEY WAS NOT PROVIDED FOR THESE CONSTRUCTION DOCUMENTS.
2. IT IS IMPORTANT TO NOTE, THE EXISTING CONDITIONS INFORMATION SHOWN IS NOT EXACT AND IS BASED UPON
UNVERIFIED PLAN INFORMATION PROVIDED BY OTHERS. WESTON & SAMPSON DID NOT RECEIVE AS-BUILT PLANS
FROM THE 2017 BUILDING ADDITION PROJECT. ALL INFORMATION SHOWN IS APPROXIMATE AND SHOULD BE
VERIFIED IN THE FIELD BY CONTRACTOR.
3. DUE TO LACK OF SURVEY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SURVEY CONTROLS AND
HARDY ELEMENTARY SCHOOL
VERTICAL AND HORIZONTAL DATUMS.
LOCUS MAP
4. SITE EXISTING CONDITIONS INFORMATION SHOWN ON THESE CONSTRUCTION DOCUMENTS WAS COMPILED BASED
ON THE HARDY SCHOOL BUILDING ADDITION CONSTRUCTION DOCUMENTS ISSUED IN DECEMBER OF 2017 AND
PRODUCED BY FINEGOLD ALEXANDER ARCHITECTS.
5. PRIOR TO THE BUILDING ADDITION, NITSCH ENGINEERING PRODUCED THE SURVEY FOR FINEGOLD ALEXANDER
ARCHITECTS. THE ON-GROUND SURVEY OCCURRED IN JULY AND AUGUST OF 2017. THE SUBSURFACE UTILITY
INFORMATION WAS COMPILED BASED ON FIELD SURVEY AND RECORD INFORMATION SUPPLIED BY THE
APPROPRIATE UTILITY COMPANIES. ALL SPOT GRADES SHOWN WERE SURVEYED PRIOR TO THE BUILDING ADDITION.
FOR REFERENCE ONLY.
SHEET INDEX
July 11, 2019
L0.00 COVER SHEET
Prepared By
L1.00 EXISTING CONDITIONS PLAN (FOR ILLUSTRATIVE PURPOSES ONLY)
L2.00 SITE PREPARATION & DEMOLITION PLAN
L3.00 MATERIALS & LAYOUT PLAN
L3.01 MATERIALS ENLARGEMENT PLANS
L4.00 GRADING, DRAINAGE, & UTILITY PLAN (FOR ILLUSTRATIVE PURPOSES ONLY)
L5.00 - L5.02 CONSTRUCTION DETAILS
HARDY ELEMENTARY SCHOOL
85 Devonshire Street, 3rd Floor
AERIAL Boston, MA 02109
[phone] (800) Sampson
www.westonandsampson.com
L0.00
Project:
LEGEND
GENERAL NOTES CONTINUED TOWN OF ARLINGTON
LIMIT OF WORK
CATCH BASIN 9. FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE PRESENCE OR PERMISSION OF THE OWNER.
PROPERTY LINE
10. EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES. NO STOCKPILING OF MATERIAL, EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE
SEWER LINE EXISTING TREE
ALLOWED WITHIN THE DRIP LINE OF TREES TO REMAIN. NO GUYS SHALL BE ATTACHED TO ANY TREE TO REMAIN. WHEN NECESSARY OR AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, THE CONTRACTOR SHALL ERECT ADDITIONAL TEMPORARY BARRIERS FOR THE PROTECTION OF EXISTING TREES DURING CONSTRUCTION.
DRAINAGE LINE SPOT GRADE
11. NO CUTTING OR FILLING SHALL OCCUR WITHIN FIVE (5) FEET OF EXISTING TREES TO REMAIN WITHOUT THE APPROVAL OF THE OWNER.
WATER LINE DMH DRAINAGE MANHOLE
SMH SEWER MANHOLE 12. ANY QUANTITIES SHOWN ON PLANS ARE FOR COMPARATIVE BIDDING PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE PROJECT SITE TO VERIFY ALL
CONTOUR
INV INVERT QUANTITIES PRIOR TO SUBMITTING BID.
TYP TYPICAL
GROUNDCOVERSSHRUBS 13. THE LAYOUT OF ALL NEW WALKWAYS AND THE GRADING OF ALL SLOPES AND CROSS SLOPES SHALL CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS RULES AND
IMPROVEMENTS TO
OHW OVER HEAD WIRES REGULATIONS FOR HANDICAP ACCESS INCLUDING CMR 521, AND THE AMERICANS WITH DISABILITIES ACT (ADA), INCLUDING TITLE 3. THE CONTRACTOR SHALL NOTIFY THE
CHANDLER ST. PLAYGROUND
GP GATE POST OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE REQUIRED.
CHAIN LINK FENCE
AT THE HARDY SCHOOL
R RIM
K 14. ALL EXISTING DRAINAGE FACILITIES TO REMAIN SHALL BE MAINTAINED FREE OF DEBRIS, SOIL, SEDIMENT, AND FOREIGN MATERIAL AND OPERATIONAL THROUGHOUT THE 52 LAKE STREET,
SEWER MANHOLE VGC VERTICAL GRANITE CURB R L
O IM LIFE OF THE CONTRACT. REMOVE ALL SOIL, SEDIMENT, DEBRIS, AND FOREIGN MATERIAL FROM ALL DRAINAGE STRUCTURES, INCLUDING BUT NOT LIMITED TO, DRAINAGE ARLINGTON, MA 02474
DRAINAGE MANHOLE CVCLFC CVEHRATINIC LAINL KC OFENNCCREETE CURB W FO IT OF ITNOL EINTSST, AMLALNINHGO LAENSY, NAENCDE CSASTACRHY BSAILSTI NSSA CWKISTH AINN TDH PEO LSIMT ICTO ONFS WTROURCKT AIONND. DRAINAGE STRUCTURES OUTSIDE THE LIMIT OF WORK THAT ARE IMPACTED BY THE WORK PRIOR
T W
IM O 15. CONTRACTOR'S STAGING AREA MUST BE WITHIN THE LIMIT OF WORK LINE. ANY OTHER AREAS THAT THE CONTRACTOR MAY WISH TO USE FOR STAGING MUST BE
GENERAL NOTES IL R
K COORDINATED WITH THE OWNER.
1. LOCATIONS OF ANY UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
16. IN CASE OF CONFLICT WITHIN THE CONTRACT DOCUMENTS THE TOWN OWNS "BEST AND MOST."
AND PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE 85 Devonshire Street,
RESPONSIBLE FOR ALL ON-SITE COORDINATION WITH UTILITY COMPANIES AND PUBLIC AGENCIES, AND FOR OBTAINING ALL REQUIRED 3rd Floor, Boston, MA 02109
SPECIAL NOTES REGARDING EXISTING CONDITIONS DOCUMENTATION:
PERMITS AND PAYING ALL REQUIRED FEES. IN ACCORDANCE WITH M.G.L. CHAPTER 82, SECTION 40, INCLUDING AMENDMENTS, 617.412.4480 800.SAMPSON
CONTRACTORS SHALL NOTIFY ALL UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING PRIOR TO EXCAVATION. CONTRACTOR 1. A CURRENT EXISTING CONDITIONS SITE SURVEY WAS NOT PROVIDED FOR THESE CONSTRUCTION DOCUMENTS. www.westonandsampson.com
SHALL ALSO CALL "DIG SAFE" AT [phone] NO LESS THAN 72 HOURS, (EXCLUSIVE OF WEEKENDS AND HOLIDAYS), PRIOR TO SUCH
EXCAVATION. DOCUMENTATION OF REQUESTS SHALL BE PROVIDED TO THE OWNER PRIOR TO EXCAVATION WORK.
2. IT IS IMPORTANT TO NOTE, THE EXISTING CONDITIONS INFORMATION SHOWN IS NOT EXACT AND IS BASED UPON UNVERIFIED PLAN
Consultants:
INFORMATION PROVIDED BY OTHERS. WESTON & SAMPSON DID NOT RECEIVE AS-BUILT PLANS FROM THE 2017 BUILDING ADDITION
2. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF EXCAVATION
PROJECT. ALL INFORMATION SHOWN IS APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY CONTRACTOR.
AND DEMOLITION REQUIRED TO RECEIVE SITE IMPROVEMENTS.
3. DUE TO LACK OF SURVEY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SURVEY CONTROLS AND VERTICAL AND HORIZONTAL
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE, REVIEWING THE DRAWINGS, AND ASSUMING RESPONSIBILITY OF
DATUMS.
VERIFYING ALL EXISTING CONDITIONS AND MATERIALS SHOWN WITHIN THE LIMIT OF WORK.
4. SITE EXISTING CONDITIONS INFORMATION SHOWN ON THESE CONSTRUCTION DOCUMENTS WAS COMPILED BASED ON THE HARDY SCHOOL
4. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS, EXISTING CONDITIONS TO REMAIN, TEMPORARY
BUILDING ADDITION CONSTRUCTION DOCUMENTS ISSUED IN DECEMBER OF 2017 AND PRODUCED BY FINEGOLD ALEXANDER ARCHITECTS.
CONSTRUCTION, PERMANENT CONSTRUCTION, AND WORK OF ADJACENT CONTRACTS SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER BEFORE PROCEEDING. ITEMS ENCOUNTERED IN AREAS OF EXCAVATION THAT ARE NOT INDICATED ON THE DRAWINGS, BUT ARE
5. PRIOR TO THE BUILDING ADDITION, NITSCH ENGINEERING PRODUCED THE SURVEY FOR FINEGOLD ALEXANDER ARCHITECTS. THE
VISIBLE ON SURFACE, SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER.
ON-GROUND SURVEY OCCURRED IN JULY AND AUGUST OF 2017. THE SUBSURFACE UTILITY INFORMATION WAS COMPILED BASED ON FIELD
SURVEY AND RECORD INFORMATION SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES. ALL SPOT GRADES SHOWN WERE SURVEYED
5. ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR
PRIOR TO THE BUILDING ADDITION.
ON "AS-BUILT" DRAWINGS. CONTRACTOR SHALL SUPPLY AN ELECTRONIC COPY OF THE AS-BUILT DRAWINGS IN PDF AND CAD FORMATS TO
THE OWNER AND THE OWNER'S REPRESENTATIVE FOLLOWING COMPLETION OF CONSTRUCTION.
6. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE THE LIMIT OF WORK SHALL BE RESTORED TO THE ORIGINAL
CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO AND TO THE SATISFACTION OF THE OWNER.
7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THEIR EMPLOYEES, AS WELL AS PUBLIC USERS FROM INJURY
DURING THE ENTIRE CONSTRUCTION PERIOD USING ALL NECESSARY SAFEGUARDS.
8. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE NAME OF THE OSHA "COMPETENT PERSON" PRIOR TO CONSTRUCTION.
Revisions:
No. Date Description
Seal:
Issued For:
K
R
O
W
F CONSTRUCTION
O
T DOCUMENTS
MI
LI
Scale: AS SHOWN
Date: July 11, 2019
Drawn By: ACG
Reviewed By: JL
Approved By: CR
W&S Project No: 2180829
W&S File No:
Drawing Title:
L
IM
IT
O
F EXISTING
W
O CONDITIONS PLAN
R
K
(FOR ILLUSTRATIVE
PURPOSES ONLY)
LIMIT OF WORK
Sheet Number:
L1.00
SCALE: 1"=10'-0"
COPYRIGHT 2017 WESTON & SAMPSON
Project:
LEGEND DEMOLITION & SITE PREPARATION NOTES
TOWN OF ARLINGTON
1. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS.
SAW CUT
THE CONTRACTOR SHALL ALSO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE DISTURBED YET SCHEDULED TO REMAIN AS PART OF THE FINAL SITE
LIMIT OF WORK
ADD ALTERNATE 1 IMPROVEMENTS. REFER TO PLANS TO DETERMINE EXCAVATION AND DEMOLITION REQUIRED TO RECEIVE PROPOSED SITE IMPROVEMENTS AND TO DETERMINE THE LOCATION OF PROPOSED SITE
PROPERTY LINE SAW CUT IMPROVEMENTS.
REMOVE AND RESET CONCRETE CURB
R&D BITUMINOUS 2. THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE OWNER RETAINS ANY MATERIAL THE
CONCRETE PAVEMENT, REMOVE AND DISPOSE CHAIN LINK CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO HAVE THOSE MATERIALS DELIVERED TO THE OWNER'S PREFERRED LOCATION AT NO ADDITIONAL COST TO THE OWNER.
FENCE, COMPLETE
FULL DEPTH, COMPLETE
3. UNLESS SPECIFICALLY NOTED TO BE SAVED OR REUSED, ALL SITE FEATURES CALLED FOR REMOVAL SHALL BE TRANSPORTED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER AT AN
EROSION CONTROL- STRAW WATTLES
R&D WOOD FIBER ACCEPTABLE DISPOSAL SITE AT NO COST TO THE OWNER.
MULCH
R&D EXISTING TREE, TYP.
4. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED
OR REPLACED TO THE SATISFACTION OF THE OWNER AND OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.
CLEAR AND GRUB IMPROVEMENTS TO
R&S BENCH
5. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL AND SHALL TAKE CHANDLER ST. PLAYGROUND
WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL MATERIALS SHALL BE PLACED AND COMPACTED AT THE HARDY SCHOOL
R&D CONCRETE INLET SEDIMENTATION K AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. 52 LAKE STREET,
CONTROL R L
PAVEMENT, COMPLETE O IM ARLINGTON, MA 02474
REMOVE AND DISPOSE OF EXISTING W F IT O 6. OALTLH EITREWMISS EC.ALLED FOR REMOVAL (COMPLETE) SHALL BE REMOVED TO FULL DEPTH INCLUDING ALL FOOTINGS, FOUNDATIONS, AND OTHER APPURTENANCES, EXCEPT IF SPECIFICALLY NOTED
ADD ALTERNATE 1 BASKETBALL HOOP & POST, O F
RPA&VDE BMITEUNMT,I NFOUULLS D CEOPNTCHR, CETOEMPLETE COMPLETE. TIM WO 7. CONTRACTOR SHALL INSTALL TREE PROTECTION BARRIER AT DRIPLINE AFTER CLEARING UNDERBRUSH AND TAKE DUE CARE TO PREVENT INJURY TO TREES DURING CLEARING OPERATIONS. TREES
IL R TO REMAIN SHALL BE PRUNED BY A CERTIFIED ARBORIST.
K
CONSTRUCTION ENTRANCE
R&D EXISTING
8. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED MATERIALS AND EQUIPMENT
GROUNDCOVER 85 Devonshire Street,
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THERE SHALL BE NO STORAGE OF MATERIALS OR PARKING OF CONSTRUCTION VEHICLES WITHIN DRIPLINE OF TREES.
TREE PROTECTION, TYP. 3rd Floor, Boston, MA 02109
R&S REMOVE & SALVAGE 617.412.4480 800.SAMPSON
GENERAL NOTES:
R&D REMOVE & DISPOSE 1. CONTRACTOR SHALL PROVIDE 6' HT CONSTRUCTION FENCE PLACED AT LIMIT OF WORK OR USE EXISTING FENCE IN PLACE UNTIL CONTRACTOR HAS TO REMOVE AND DISPOSE OF IT AS www.westonandsampson.com
R&D PLAY EQUIPMENT,
INDICATED ON PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING THE SITE AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PERIOD.
COMPLETE.
SEDIMENT AND EROSION CONTROL NOTES
Consultants:
2. CONTRACTOR MUST NOTIFY OWNER AND TOWN OF ARLINGTON DEPARTMENT OF PUBLIC WORKS OF ANY WORK TO BE COMPLETED WITHIN THE RIGHT OF WAY FORTY-EIGHT HOURS PRIOR TO
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE PUT INTO PLACE PRIOR TO BEGINNING ANY CONSTRUCTION OR DEMOLITION. COMMENCING WORK.
R&D BITUMINOUS
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL EROSION CONTROL DEVICES THROUGHOUT THE CONCRETE PAVEMENT, 3. CONTRACTOR SHALL PROTECT ALL UTILITIES AND UTILITY POLES THAT FALL WITHIN LIMIT OF WORK.
DURATION OF THE PROJECT. FULL DEPTH,COMPLETE.
4. CONTRACTOR SHALL CLEAR AND WATER JET ALL DRAINAGE STRUCTURES AND LINES WITHIN LIMIT OF WORK AND VERIFY WORKING CONDITION.
3. CONTRACTOR SHALL MEET ALL OF THE COMMONWEALTH OF MASSACHUSETTS D.E.P. AND THE TOWN OF ARLINGTON'S WETLAND ORDINANCE
REGULATIONS FOR SEDIMENT AND EROSION CONTROL. 5. CRACK REPAIR AND PATCHING SHALL BE PERFORMED ON ALL REMAINING BITUMINOUS CONCRETE PAVEMENT WITHIN THE LIMIT OF WORK.
4. EXCAVATED MATERIAL STOCKPILED ON THE SITE SHALL BE SURROUNDED BY A RING OF UNBROKEN SEDIMENT AND EROSION CONTROL FENCE. 6. ALL BASKETBALL POSTS CALLED OUT TO BE REMOVED AND DISPOSED SHALL BE CUT AND THE TOP 12" OF FOOTING SHALL BE REMOVED. THE FOOTING HOLE SHALL BE FILLED WITH
THE LIMITS OF ALL GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE APPROVED AREA OF CONSTRUCTION. ALL AREAS CONCRETE AND PAVED ACCORDING TO THE PROPOSED SURFACE TREATMENTS ON SHEET L3.00.
OUTSIDE OF THE LIMIT OF WORK SHALL REMAIN TOTALLY UNDISTURBED UNLESS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE.
SPECIAL NOTES REGARDING EXISTING CONDITIONS
5. ALL CATCH BASINS AND DRAIN GRATES WITHIN LIMIT OF WORK SHALL BE PROTECTED WITH SILT SACKS DURING THE ENTIRE DURATION OF DOCUMENTATION:
CONSTRUCTION.
1. A CURRENT EXISTING CONDITIONS SITE SURVEY WAS NOT
6. EROSION CONTROL BARRIERS TO BE INSTALLED AT THE TOE OF SLOPES. SEE GRADING & DRAINAGE PLANS, NOTES, DETAILS, AND PROTECT EXISTING DRAIN PROVIDED FOR THESE CONSTRUCTION DOCUMENTS.
SPECIFICATIONS. MANHOLE RIM TO BE
ADJUSTED PER SHEET L4.00 2. IT IS IMPORTANT TO NOTE, THE EXISTING CONDITIONS
7. ANY AREA OUTSIDE THE PROJECT LIMIT THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. INFORMATION SHOWN IS NOT EXACT AND IS BASED UPON
UNVERIFIED PLAN INFORMATION PROVIDED BY OTHERS.
8. THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR CONSTRUCTION OPERATIONS AS APPROVED BY OWNER. WESTON & SAMPSON DID NOT RECEIVE AS-BUILT PLANS
R&D EXISTING GROUNDCOVER, TYP.
FROM THE 2017 BUILDING ADDITION PROJECT. ALL
TAKE CARE TO NOT DAMAGE TREES
9. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO INFORMATION SHOWN IS APPROXIMATE AND SHOULD BE
TO REMAIN, INCLUDING ROOTS.
PUBLICPRIVATE ROADS. VERIFIED IN THE FIELD BY CONTRACTOR.
3. DUE TO LACK OF SURVEY, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY ALL SURVEY CONTROLS AND
SAWCUT, TO THE
VERTICAL AND HORIZONTAL DATUMS.
NEAREST JOINT, TYP.
PROTECT EXISTING
GRANITE POSTS TO PROTECT EXISTING R&D CONCRETE CURB, 4. SITE EXISTING CONDITIONS INFORMATION SHOWN ON THESE
REMAIN DRAIN MANHOLE COMPLETE. CONSTRUCTION DOCUMENTS WAS COMPILED BASED ON THE Revisions:
R&D BASKETBALL HOOP, TYP. HARDY SCHOOL BUILDING ADDITION CONSTRUCTION
No. Date Description
(SEE NOTE 6) R&D CONCRETE DOCUMENTS ISSUED IN DECEMBER OF 2017 AND PRODUCED
CONSTRUCTION PAVEMENT, COMPLETE. BY FINEGOLD ALEXANDER ARCHITECTS.
ENTRANCE.
COORDINATE WITH 5. PRIOR TO THE BUILDING ADDITION, NITSCH ENGINEERING
R&S EXISTING SWINGS
OWNER'S PRODUCED THE SURVEY FOR FINEGOLD ALEXANDER
REPRESENTATIVE ARCHITECTS. THE ON-GROUND SURVEY OCCURRED IN JULY
ADD ALTERNATE 1 EQUIPMENT REFURBISHMENT AND AUGUST OF 2017. THE SUBSURFACE UTILITY
SAWCUT, TYP.
SAWCUT R&S EXISTING BENCH INCLUDES REINSTALLATION OF INFORMATION WAS COMPILED BASED ON FIELD SURVEY AND
SWINGS, NOT IN CONTRACT RECORD INFORMATION SUPPLIED BY THE APPROPRIATE
UTILITY COMPANIES. ALL SPOT GRADES SHOWN WERE
PROTECT EXISTING SURVEYED PRIOR TO THE BUILDING ADDITION.
GRANITE POSTS TO
REMAIN R&D BITUMINOUS R&D TOP 4" OF WOOD Seal:
FIBER MULCH
CONCRETE PAVEMENT, BASE BID:
FULL DEPTH,COMPLETE. EXISTING BITUMINOUS CONCRETE
PAVEMENT TO REMAIN
ADD ALTERNATE 1:
R&D BITUMINOUS CONCRETE
PAVEMENT, FULL DEPTH,
REMOVE AND COMPLETE
DISPOSE CHAIN LINK PROTECT EXISTING FENCE
ACCESS TO SCHOOL THROUGH BUILDING
FENCE, COMPLETE. R&D BASKETBALL TO REMAIN, TYP.
COURTYARD DOORWAYS WILL BE REQUIRED
CO-ORDINATE HOOP, TYP.
ON SCHOOL DAYS THROUGHOUT
PANELSPOSTS K (SEE NOTE 6) Issued For:
CONSTRUCTION. CONTRACTOR SHALL
R
REMOVAL WITH NEW O COORDINATE WITH THE SCHOOL PRINCIPAL
PANELSPOSTS W
INSTALLATION OF AND OWNER. CONSTRUCTION
LOCATION T R&D EXISTING PLAY DOCUMENTS
MI EQUIPMENT, COMPLETE.
LI
PROTECT EXISTING
FENCE TO REMAIN
R&D CONCRETE CURB,
R&D BITUMINOUS EXISTING STRUCTURE COMPLETE, TYP. Scale: AS SHOWN
CONCRETE PAVEMENT, TO REMAIN.
R&D BASKETBALL FULL DEPTH, COMPLETE REFURBISHMENT NOT IN Date: July 11, 2019
HOOP, TYP. ADD ALTERNATE 2: CONTRACT.
(SEE NOTE 6) MILL AND OVERLAY ALL EXISTING R&D CONCRETE CURB, R&S EXISTING BENCH Drawn By: ACG
COMPLETE, TYP.
CLEAR & GRUB, TYP. BITUMINOUS CONCRETE TO CLEAR AND GRUB. NO DISTURBANCE AT Reviewed By: JL
REMAIN TO A DEPTH OF 1 1". TREES TO REMAIN, TYP.
2 R&D EXISTING PLAY
EQUIPMENT, Approved By: CR
5 R&D CONCRETE
COMPLETE.
INLET SEDIMENT CURB, COMPLETE,
L6.00 W&S Project No: 2180829
CONTROL SAWCUT, TYP. TYP. 1
R&S EXISTING BENCH
L6.00 TREE PROTECTION, TYP. W&S File No:
R&D EXISTING TREE. GRIND
STUMP 24" BELOW GRADE
1
TREE PROTECTION, L6.00 CLEAR AND GRUB. NO Drawing Title:
TYP. DISTURBANCE AT L
TREES TO REMAIN, TYP. IM
IT
2 O
EROSION F
CONTROL-STRAW L6.00 W SITE
PROTECT EXISTING O
WATTLES, TYP. R
FENCE TO REMAIN K PREPARATION &
R&D BITUMINOUS
DEMOLITION PLAN
CONCRETE
PAVEMENT, TYP.
SAWCUT, TYP. LIMIT OF WORK
R&D EXISTING FENCE R&D EXISTING FENCE Sheet Number:
AND GATE R&D EXISTING FENCE
AND GATE
L2.00
R&D BITUMINOUS CONCRETE
PAVEMENT, FULL DEPTH, SCALE: 1"=10'-0"
COMPLETE.
COPYRIGHT 2017 WESTON & SAMPSON
Project:
MATERIALS NOTES
LEGEND
TOWN OF ARLINGTON
1. REFER TO EXISTING CONDITIONS PLAN FOR SURVEY INFORMATION.
LIMIT OF WORK BASKETBALL GOAL, 2. ALL PROPOSE DPAVEMENT SSHALL MEET THE LINE AND GRADE OF EXISTING ADJACEN PTAVEMEN TSURFACES A.LL BITUMINOU CSONCRET PEAVEMEN STHALL BE TREATE DWITH
TYPE 1 AN RS-1 TACK COAT AND INFRARED LIGHT AT ALL POINTS OF CONNECTION AND ALL SAWCUT EDGES, WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT.
PROPERTY LINE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASUREMENT OF ALL PROPOSED FENCES AND GATES, AND OTHER SITE IMPROVEMENTS.
'005
EXISTING BITUMINOUS CONCRETE
BASKETBALL GOAL,
4. ALL REFERENCE TSO BENCHE SSHALL BE THE SALVAGE DEXISTING BENCHES C.OORDINAT WEITH OWNER AND OWNER' SREPRESENTATI VTEO DETERMIN TEHE CONDITIO NAND
PAVEMENT, TO REMAIN
TYPE 2
NEW LOCATION OF EACH BENCH. IF REMOVAL OF BENCH RESULTS IN DAMAGE BEYOND REPAIR, REFER TO SPECIFICATIONS FOR REPLACEMENT BENCH TYPE.
EXISTING BITUMINOUS CONCRETE
1 2 3 4 5 6 LANDSCAPE BOULDERS 5. CRACK REPAIR AND PATCHING SHALL BE PERFORMED ON ALL REMAINING BITUMINOUS CONCRETE PAVEMENT WITH IN THE LIMIT OF WORK.
PAVEMENT WITH COLOR SEAL COAT
MULTI-FUNCTIONAL STRUCTURE,
BITUMINOUS CONCRETE REFER TO SPECIFICATIONS LAYOUT NOTES IMPROVEMENTS TO
PAVEMENT SALVAGED BENCH CHANDLER ST. PLAYGROUND
'005 1. REFER TO EXISTING CONDITIONS PLAN FOR SURVEY INFORMATION. AT THE HARDY SCHOOL
BITUMINOUS CONCRETE PAVEMENT K 52 LAKE STREET,
1 2 3 4 5 6 WITH COLOR SEAL COAT RO LIM 2. COORDINATE ALL LAYOUT ACTIVITIES WITH THE SCOPE OF WORK CALLED FOR (INCLUDING DEMOLITION, GRADING AND ARLINGTON, MA 02474
W IT UTILITIES OPERATIONS ENCOMPASSED BY THIS CONTRACT). SET, PROTECT AND REPLACE REFERENCE STAKES AS
POURED-IN-PLACE RUBBER SAFETY PROPOSED TREE FO OF EXISTING BITUMINOUS CONCRETE NECESSARY OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
SURFACING, REFER TO SHEET L3.01 FOR T W PAVEMENT, TYP.
IM O 3. ALL LINES AND GRADING WORK AS PER DRAWINGS AND SPECIFICATIONS SHALL BE LAID OUT BY A MASSACHUSETTS
COLOR LAYOUT IL R REGISTERED CIVIL ENGINEER OR LICENSED SURVEYOR ENGAGED BY THE GENERAL CONTRACTOR. CAD FILE WITH SITE
K
ENGINEERED WOOD IMPROVEMENTS SHALL BE SUPPLIED BY OWNER'S REPRESENTATIVE TO CONTRACTOR FOR LAYOUT PURPOSES.
EXISTING BITUMINOUS CONCRETE
FIBER MULCH
9 PAVEMENT WITH PROP. COLOR
4. ALL PROPOSED SITE FEATURES SHALL BE LAID OUT AND STAKED FOR REVIEW AND APPROVAL BY THE OWNER'S 85 Devonshire Street,
PLAY EQUIPMENT, SEE L5.01 SEALCOAT, COLOR TYPE 1 REPRESENTATIVE PRIOR TO COMMENCEMENT OF INSTALLATION. ANY REQUIRED ADJUSTMENTS TO THE LAYOUT SHALL BE 3rd Floor, Boston, MA 02109
CAST-IN-PLACE CONCRETE SPECIFICATIONS
'005 400' UNDERTAKEN AS DIRECTED, AT NO ADDITIONAL COST TO THE OWNER. 617.412.4480 800.SAMPSON
PAVEMENT EXISTING BITUMINOUS CONCRETE
www.westonandsampson.com
PAVEMENT WITH PROP. COLOR
7 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES ON THE GROUND AND REPORT ANY DISCREPANCIES
EXPANSION JOINT CONCRETE MOW STRIP SEALCOAT, COLOR TYPE 2
L5.01 IMMEDIATELY TO THE OWNER AND OWNER'S REPRESENTATIVE.
Consultants:
CONTROL JOINT
EXISTING BITUMINOUS CONCRETE 6. LAYOUT AND DIMENSIONS PROVIDED FOR BIDDING PURPOSES ONLY.
PAVEMENT WITH PROP. COLOR
CHAIN LINK FENCE 1
BITUMINOUS CONCRETE 400' SEALCOAT, COLOR TYPE 3
L5.01 TREES
PAVEMENT WITH COLOR
EX. EXISTING
SEALCOAT, COLOR TYPE 3 2 ABRV. QTY COMMON NAME BOTANICAL NAME SIZE NOTES
TYP. TYPICAL
CONC. CONCRETE 5 L5.01 POURED-IN-PLACE RUBBER SAFETY AR 8 RED MAPLE ACER RUBRUM 'OCTOBER GLORY' 3"-3.5" CAL.B&B WELL-BRANCHED
SURFACING, TYP. REFER TO SHEET
SPECS. SPECIFICATIONS CAST-IN-PLACE CONCRETE L5.01 L3.01 FOR COLOR LAYOUT
PAVEMENT, TYP.
8 400'
PLAY SPHERES
SALVAGED BENCH, TYP.
L5.01 OODLE SWING, MEET AND MATCH EXISTING
(SURFACE MOUNT ONLY)
SH SMALL, HALF REFER TO SPECIFICATIONS CONCRETE WALK, FLUSH
SF SMALL, FULL MH
SOCCER GOAL (2 TOTAL) SEE
LF LARGE, FULL
SPECIFICATIONS
MH MEDIUM, HALF LF 6
2 CLIMBING PLAY MOUNDS W PROPOSED TREE PLANTING AND
L5.00
SOCCER LAYOUT L5.02 CUSTOM BRIDGES AND PLAY STAKING (TYP. OF 8)
SPHERES
SFMH
1 DISTANCE MARKER, TYP. 7
BITUMINOUS CONCRETE MH SH LANDSCAPE BOULDER, TYP. SUPPLIED
L5.01 L5.02
PAVEMENT, TYP. SF BY TOWN; TRANSPORTED AND
6
INSTALLED BY CONTRACTOR.
ENGINEERED WOOD FIBER
L5.02
MULCH, TYP.
EXISTING BITUMINOUS 5
CAST-IN-PLACE CONCRETE
CONCRETE PAVEMENT, TYP. L5.01
PAVEMENT, TYP.
EXISTING BITUMINOUS START 400'
CONCRETE PAVEMENT WITH
PROP. COLOR SEALCOAT, START 400' Revisions:
COLOR TYPE 1 START No. Date Description
EXISTING BITUMINOUS
CONCRETE PAVEMENT WITH
PROP. COLOR SEALCOAT,
COLOR TYPE 2
EXISTING BITUMINOUS
CONCRETE PAVEMENT WITH
EQUIPMENT REFURBISHMENT
PROP. COLOR SEALCOAT,
INCLUDES REINSTALLATION OF
COLOR TYPE 3
SWINGS, NOT IN CONTRACT
EXISTING BITUMINOUS
Seal:
CONCRETE PAVEMENT WITH
PROP. COLOR SEALCOAT,
COLOR TYPE 4
EXISTING BITUMINOUS
BASE BID:
CONCRETE PAVEMENT WITH
EXISTING BITUMINOUS CONCRETE
PROP. COLOR SEALCOAT,
ADD ALTERNATE 2: PAVEMENT WITH PROP. COLOR
COLOR TYPE 5
MILL AND OVERLAY ALL EXISTING SEALCOAT, COLOR TYPE 6
'001 6
4 BITUMINOUS CONCRETE TO REMAIN
10'HT. CHAIN LINK L5.02 TO A DEPTH OF 1 1". APPLY COLOR L5.01 ADD ALTERNATE 1: 2
FENCE '001 SEAL COAT WHERE 2SHOWN ON PLANS POURED-IN-PLACE RUBBER SAFETY L5.01 300'
SURFACING AND
BASKETBALL GOAL, '001 FLUSH CONCRETE MOW STRIP AT 7 Issued For:
TYPE 2 (1 TOTAL) PERIMETER OF ALL PIP SURFACING
L5.01
1 CONSTRUCTION
BASKETBALL L5.02 DOCUMENTS
L
LAYOUT, TYP. 300' IM
IT
1 O
BITUMINOUS CONCRETE F
L5.01 W
PAVEMENT WITH COLOR
O Scale: AS SHOWN
SEAL COAT, COLOR R
K
TYPE 4 6
EXISTING STRUCTURE Date: July 11, 2019
EXISTING BITUMINOUS 300' TO REMAIN. L5.02 ENGINEERED WOOD FIBER
CONCRETE PAVEMENT MULCH, TYP.
REFURBISHMENT NOT IN Drawn By: ACG
WITH PROP. COLOR
CONTRACT.
SEALCOAT, COLOR Reviewed By: JL
TYPE 2
1 Approved By: CR
BITUMINOUS CONCRETE
L5.01
PAVEMENT, TYP.
K W&S Project No: 2180829
R
O
W W&S File No:
BATSYKPEET B1 A(2L LT OGTOAALL) OF '002
7 MIT '002 5
CONCRETE MOW L5.01 LI '002 L5.02 6' HT. CHAIN LINK SINGLE SWING GATE, Drawing Title:
STRIP, TYP. TYP.
6 4
ENGINEERED 6' HT. CHAIN LINK FENCE, TYP.
L5.02 L5.02
WOOD FIBER
MATERIALS &
MULCH, TYP.
4
LAYOUT PLAN
6' HT. CHAIN LINK
L5.02
FENCE, TYP.
5
6' HT. CHAIN LINK LIMIT OF WORK
L5.02 7 1 1 7 1
SINGLE SWGAINTGE BITUMINOUS CONCRETE PAVEMENT 1 CONCSRTERTEIP ,M TOYWP. L5.01 BITUMINOUS CONCRETE PBAAVSEEM BENIDT: L5.01 L5.01 BCIOTUNMCRINEOTUES L5.01 MCOONWCRETE L5.01 BWITITUHM CINOOLUOSR CSOEANLCCROEATTE, PCAOVLEOMRE TNYTPE 1 Sheet Number:
L5.01
10 WITH COLOR SEALCOAT 1 WITH COLOR SEALCOAT, COLOR TYPE 6 5 PAVEMENT, TYP. STRIP, TYP. 1
POBSATS FKOEOTBTAINLGL L5.01 BITUMINPOAUVSE CMOENNCT,R TEYTPE. L5.01 ADD ALTERNATE 1: 2 L5.02 S6'WHTIN. GCH GAAINTE L,I NTYKP S.INGLE L5.01 BWITITUHM CINOOLUOSR CSOEANLCCROEATTE, PCAOVLEOMRE TNYTPE 2 L3.00
POURED-IN-PLACE RUBBER SAFETY
(TYP. OF 3) SURFACING L5.01 4 1 SCALE: 1"=10'-0"
EXISTING BITUMINOUS 6'HT. CHAIN LINK FENCE, TYP. BITUMINOUS CONCRETE PAVEMENT
L5.02 L5.01
CONCRETE PAVEMENT, TYP. WITH COLOR SEALCOAT, COLOR TYPE 3
COPYRIGHT 2017 WESTON & SAMPSON
Project:
TOWN OF ARLINGTON
LEGEND
'0 '0 LIMIT OF WORK
0 0
5 5
ENGINEERED WOOD
FIBER MULCH
CAST-IN-PLACE CONCRETE
PAVEMENT
IMPROVEMENTS TO
CHANDLER ST. PLAYGROUND
EXPANSION JOINT
AT THE HARDY SCHOOL
D CONTROL JOINT 52 LAKE STREET,
ARLINGTON, MA 02474
PIP RUBBER SAFETY
B SURFACING WITH
CONCRETE SLOPE
C
'005 '005
BENCH
E 85 Devonshire Street,
3rd Floor, Boston, MA 02109
617.412.4480 800.SAMPSON
www.westonandsampson.com
PROPOSED TREE
Consultants:
D
A
POURED-IN-PLACE RUBBER
B
SAFETY SURFACING COLOR CHART
D
A COLOR TO BE APPROVED BY
C
OWNER'S REPRESENTATIVE.
B COLOR TO BE APPROVED BY
'005 400' '005 400' OWNER'S REPRESENTATIVE.
E C COLOR TO BE APPROVED BY
OWNER'S REPRESENTATIVE.
COLOR TO BE APPROVED BY
D
OWNER'S REPRESENTATIVE.
D
COLOR TO BE APPROVED BY
E
OWNER'S REPRESENTATIVE.
B
* FOR COLORS, SEE SPECIFICATIONS.
E
C
400' 400' NOTE:
D
1. PATTERN LAYOUT TO BE APPROVED IN FIELD
B
BY OWNER'S REPRESENTATIVE. Revisions:
No. Date Description
E
D B
D E C 400' 400'
Seal:
B
C
E
Issued For:
A
CONSTRUCTION
D
DOCUMENTS
D CB 4
LIMIT OF CONCRETE SLOPE
E L5.01
E Scale: AS SHOWN
Date: July 11, 2019
B
D 4
Drawn By: ACG
PIP RUBBER SAFETY
L5.01
C SURFACING AT SLOPE
Reviewed By: JL
B Approved By: CR
W&S Project No: 2180829
W&S File No:
Drawing Title:
0' 0'
0 0
4 4
MATERIALS
ENLARGEMENT
POURED-IN-PLACE RUBBER SAFETY SURFACING COLOR LAYOUT CONCRETE SLOPE LAYOUT PLANS
1 2
SCALE: 1"=5'-0" SCALE: 1"=5'-0"
Sheet Number:
L3.01
SCALE: 1"=5'-0"
COPYRIGHT 2017 WESTON & SAMPSON
Project:
LEGEND GRADING AND DRAINAGE NOTES TOWN OF ARLINGTON
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND INVERT ELEVATIONS IN THE FIELD AND REPORT ANY DISCREPANCIES
IMMEDIATELY TO THE OWNER AND OWNER'S REPRESENTATIVE.
LIMIT OF WORK
2. ALL NEW WALKWAYS MUST CONFORM TO CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS: WALKWAYS SHALL MAINTAIN
A CROSS PITCH OF NOT MORE THAN ONE AND A HALF (1.5) PERCENT AND THE RUNNING SLOPE (PARALLEL TO THE DIRECTION OF
PROPERTY LINE TRAVEL) OF 4.5. ALL PLAZA SPACEOPEN PAVEMENT SHALL MAINTAIN A CROSS PITCH NO GREATER THAN TWO (2) PERCENT IN ALL
'005 DIRECTIONS.
D EXISTING DRAINAGE STRUCTURE 3. MINIMUM SLOPE ON ALL WALKWAYS WILL BE 1:100 OR 1 TO PROVIDE POSITIVE DRAINAGE. ANY DISCREPANCIES NOT ALLOWING THIS TO
17.88
OCCUR SHALL BE REPORTED TO THE OWNER PRIOR TO CONTINUING WORK.
EXISTING CONTOURS
4. ALL UTILITY GRATES, COVERS OR OTHER SURFACE ELEMENTS INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH WITH THE
12 ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH TRANSITION AT ALL EDGES.
ECXOISN8TT.2IRN5AGC STPOORT T EOL VEEVRAITFIYO NIN. FIELD MIN. MAX. 5. THE CONTRACTOR SHALL SET SUBGRADE ELEVATIONS TO ALLOW FOR POSITIVE DRAINAGE AND PROVIDE EROSION CONTROL DEVICES, CHANIMDPLERRO VSETM. PELNATYSG TROOUND
'005 AT THE HARDY SCHOOL
STRUCTURES, MATERIALS AND CONSTRUCTION METHODS TO DIRECT SILT MIGRATION AWAY FROM DRAINAGE AND OTHER UTILITY
14 PROPOSED CONTOURS CO 4" PERF. HDPE. SYSTEMS, PUBLICPRIVATE STREETS AND WORK AREAS. CLEAN BASINS REGULARLY AND AT THE END OF THE PROJECT. 52 LAKE STREET,
ARLINGTON, MA 02474
CO
6. WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,
1.5 PROPOSED SLOPE PROVIDING VERTICAL CURVES OR ROUNDS AT ALL TOP AND BOTTOM OF SLOPES.
3
CLEANOUT,
L5.00
8.25 PROPOSED SPOT TYP. 7. WHERE A SPECIFIC LIMIT OF WORK LINE IS NOT OBVIOUS OR IMPLIED, BLEND GRADES TO EXISTING CONDITIONS WITHIN 5 FEET OF
ELEVATION PROPOSED CONTOURS.
6
"

P 8. RESTORE ALL DISTURBED AREAS AND LIMITS OF ALL REMOVALS TO LOAM AND SEED UNLESS OTHERWISE NOTED.
CO CLEAN OUT E 85 Devonshire Street,
R 3rd Floor, Boston, MA 02109
'005 F. 400' 9. WHERE NEW IMPROVEMENTS MEET EXISTING CONDITIONS, MEET LINE AND GRADE OF EXISTING ADJACENT PAVEMENTS, TYPICAL. 617.412.4480 800.SAMPSON

HDPE. HDPE PERFORATED DRAIN PIPE HD www.westonandsampson.com
P
CONCRETE CURB SHALL BE
E ADDITIONAL NOTES
GRADE BREAK 17 . FLUSH WITH ADJACENT 1. PROPOSED GRADING , DRAINAGE AND UTILITIES INFORMATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY, AND HAS BEEN INCLUDED
Consultants:
CO 16.95 17 SURFACES, TYP. TO SHOW DESIGN INTENT ONLY.
4" PERF. HDPE.
CO
SPECIAL NOTES REGARDING EXISTING CONDITIONS DOCUMENTATION: 20 18 4 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND PROVIDE A PROPOSED GRADING, DRAINAGE AND UTILITIES PLAN (AN
400'
19 L5.01 LIMIT OF CONCRETE SLOPE, CORRESPONDING DETAILS AND SPECIFICATIONS), STAMPED AND SIGNED BY A MASSACHUSETTS LICENSEDREGISTERED CIVIL
1. A CURRENT EXISTING CONDITIONS SITE SURVEY WAS NOT PROVIDED FOR THESE CONSTRUCTION DOCUMENTS. SEE PLAN ENLARGEMENT ENGINEER FOR REVIEW BY AND APPROVAL OF OWNER AND OWNER'S REPRESENTATIVE.
ON SHEET L3.01
16.80
2. IT IS IMPORTANT TO NOTE, THE EXISTING CONDITIONS INFORMATION SHOWN IS NOT EXACT AND IS BASED UPON
UNVERIFIED PLAN INFORMATION PROVIDED BY OTHERS. WESTON & SAMPSON DID NOT RECEIVE AS-BUILT PLANS 16.75 17
FROM THE 2017 BUILDING ADDITION PROJECT. ALL INFORMATION SHOWN IS APPROXIMATE AND SHOULD BE
12 18
VERIFIED IN THE FIELD BY CONTRACTOR. N. X. 19 400'
MIMA
3. DUE TO LACK OF SURVEY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SURVEY CONTROLS AND
VERTICAL AND HORIZONTAL DATUMS.
19.50
4. SITE EXISTING CONDITIONS INFORMATION SHOWN ON THESE CONSTRUCTION DOCUMENTS WAS COMPILED BASED 16.54
ON THE HARDY SCHOOL BUILDING ADDITION CONSTRUCTION DOCUMENTS ISSUED IN DECEMBER OF 2017 AND CO 16.48 16.60
PRODUCED BY FINEGOLD ALEXANDER ARCHITECTS. 4" PERF. HDPE. 16.38 CO
17
5. PRIOR TO THE BUILDING ADDITION, NITSCH ENGINEERING PRODUCED THE SURVEY FOR FINEGOLD ALEXANDER 16.44 17
18
16.42
ARCHITECTS. THE ON-GROUND SURVEY OCCURRED IN JULY AND AUGUST OF 2017. THE SUBSURFACE UTILITY
INFORMATION WAS COMPILED BASED ON FIELD SURVEY AND RECORD INFORMATION SUPPLIED BY THE TIE INTO 19
18
EXISTING DMH
APPROPRIATE UTILITY COMPANIES. ALL SPOT GRADES SHOWN WERE SURVEYED PRIOR TO THE BUILDING ADDITION.
19
17
16.26
MATCH EXISTING
GRADE
16.26
16
START 400' 5
START 400' N. 1X. 4. Revisions:
START MIMA No. Date Description
16
N. 1X. 2 RIM=ADJUST BEEXLISOTWIN GGR DAMDHE
MIMA INVERT=12.00
Seal:
CONCRETE CURB SHALL BE
FLUSH WITH ADJACENT
SURFACES, TYP. 12
'001 N. X. 5
MIMA N. 1. 4.
X
'001 MIA
300' M
'001 Issued For:
CONSTRUCTION
DOCUMENTS
MATCH EXISTING
300' GRADE
15
15
N. 1X. 2 Scale: AS SHOWN
MIMA
Date: July 11, 2019
300'
N. 1X. 2 Drawn By: ACG
MIMA Reviewed By: JL
Approved By: CR
W&S Project No: 2180829
5
.
14
.N .X W&S File No:
200' IMA
M
200' 14
200' Drawing Title:
14
5 GRADING,
N. 1X. 4. 14.5 DRAINAGE, &
MIA N. X.
M MIA UTILITY PLAN
M
MATCH EXISTING
(FOR ILLUSTRATIVE
GRADE AT
CONCRETE CURB
PURPOSES ONLY)
Sheet Number:
L4.00
MATCH EXISTING MATCH EXISTING MATCH EXISTING
GRADE GRADE GRADE SCALE: 1"=10'-0"
COPYRIGHT 2017 WESTON & SAMPSON
Project:
TOWN OF ARLINGTON
TREE PROTECTION FENCE MAY BE
TEMPORARILY MOVED TO CONDUCT
WORK WITHIN THE CRITICAL ROOT
ZONE OF THE TREE UPON
ARBORIST'S REVIEW AND APPROVAL
TREE PROTECTION FENCE, USE
STANDARD ORANGE SNOW
FENCE, 4'-0" HT. ATTACH TO POST
WITH WIRE @ 12" O.C. IMPROVEMENTS TO
CHANDLER ST. PLAYGROUND
CRITICAL ROOT ZONE
AT THE HARDY SCHOOL
EXISTING TREE
NOTE:
52 LAKE STREET,
1. HAYBALESANDBAG PROTECTION OR CATCH BASIN FILTER FOR
ARLINGTON, MA 02474
CURB PAVED AREAS SHALL BE PROVIDED FOR ALL DRAINAGE
1" REBAR FOR BAG REMOVAL OPENING STRUCTURES WITHIN THE LIMIT OF WORK AND ANY STRUCTURES
DRIP LINE FROM INLET (PROVIDE REBAR) OUTSIDE THE PROJECT TERMINII THAT ARE AFFECTED BY
CONSTRUCTION.
OPTIONAL OVERFLOW FOAM
85 Devonshire Street,
3rd Floor, Boston, MA 02109
APPROVED CATCH LOCATE STRAWBALES & WOOD
617.412.4480 800.SAMPSON
EXISTING TREE TRUNK, WRAP WITH 2 BASIN FILTER STAKES AS SHOWN ON LAND
www.westonandsampson.com
LAYERS BURLAP AND 2 LAYERS DUMP LOOPS
VARIES STANDARD ORANGE SNOW FENCE. (PROVIDE REBAR) WRAP GRATE IN
SECURELY FASTEN WITH WIRE. FILTER FABRIC
Consultants:
EXPANSION RESTRAINT PLAN VIEW
LOCATE SAND BAGS AROUND
TREE PROTECTION FENCE, USE
HOLES IN WHARF DECKING AND
0" STANDARD ORANGE SNOW FENCE,
- COVER WITH FILTER FABRIC
4' 4-FT HT, ATTACH TO POST WITH 2 x 4s (5-FT O.C.)
WIRE @ 12" O.C. LAY SANDBAGS TO
ENSURE RESTRICTION
EXISTING GRADE TIE HAYBALES TOP AND
0" OF DRAINAGE FLOW BOTTOM WITH 14 GAUGE WIRE
2'- FINISH GRADE
NOTE:
1. WHERE SPACE IS AVAILABLE, TREE PROTECTION FENCE TO BE PLACED A MINIMUM OF 10' FROM BASE OF TREE PLUS AN ADDITIONAL 1' FOR
ELEVATION VIEW
EACH ADDITIONAL DBH FOR TREES GREATER THAN 10" DBH (DIA. AT BREAST HT.)
CRITICAL ROOT ZONE TO BE PROTECTED. ALL SIDE VIEW INSTALLED
2. ALL WORK DONE WITHIN TREE PROTECTION FENCE IS TO BE DONE BY HAND AND LIGHT EQUIPMENT.
WORK NECESSARY WITHIN THE CRITICAL ROOT
3. ROOTS EXPOSED DURING EXCAVATION SHALL BE NEATLY CUT AND COVERED WITH SOIL IMMEDIATELY.
ZONE SHALL BE PERFORMED BY HAND. 4. FOR TREES THAT OCCUR IN GROUPS PROVIDE TREE PROTECTION FENCE AROUND ENTIRE AREA. SEE PLAN FOR LOCATIONS. INSTALLATION IN PAVED AREAS INSTALLATION IN GRASS AREAS
5. MAINTAIN FENCE PROTECTION IN SOUND CONDITION UNTIL FENCE COMPLETION
6. A CERTIFIED ARBORIST SHALL DELINEATE LIMIT OF TREE PROTECTION FENCE AS THEY RELATE TO THE LIMITS OF THE CRITICAL ROOT ZONE.
TREE PROTECTION INLET SEDIMENT CONTROL
1 5
SCALE: N.T.S. SCALE: N.T.S.
WORK AREA
FINISHED GRADE
WOOD STAKE, TYP.
SEE ENLARGMENT PIP PLAY SURFACING
6" SOLID Revisions:
COVER
No. Date Description
WOSOEDE DSTEATKAEIL, STRAW WATTLES 12"MIN. RSOISLEIDR HDPE
SELECT
BACKFILL
12"
MIN.
18" MIN. OR AS
INDICATED ON PLAN
2" PERF. HDPE, MIN.
SLOPE 0.01 FT.FT. UNLESS
OTHERWISE DIRECTED
Seal:
45° SOLID
STRAW WATTLE LAYOUT ON SLOPE BEND
STRAW WATTLE WOOD STAKE STRAW WATTLES 34" FLAT BRAIDED NYLON CORDING
6"MIN. 34" DRAINAGE STONE TIED IN FIGURE EIGHT
WOOD STAKE TREE ROOT BALL
DO UNDISTURBED MATERIAL
W D
N O
SLOPE WN SLOPE 2" X 3" STAKES (3 PER TREE
2" SLOPE 3 CLEANOUT REQUIRED). REMOVE AFTER ONE
SURFACE
YEAR.
SCALE: N.T.S. Issued For:
PLAN
TRENCH N. N.
MI MI CONSTRUCTION
4" 4" DOCUMENTS
2 2
TREE, SEE PLANS
STRAW WATTLE STAKING DETAILS GUYING: 34" WIDE FLAT BRAIDED NYLON OR APPROVED
ARBOR TIES CORDING TIED IN FIGURE EIGHT, SECURED AT 13
Scale: AS SHOWN
TREE HT. ABOVE FINISH GRADE. TIES SHALL BE SET LOOSE.
PROTECTED AREA WORK AREA 2"x2"x4' WOOD POST WHEN JOINING TWO ORMORE
SILTATION FENCES, TIE THE TWO END 2" X 3" STAKES DRIVEN A MIN. OF 18" FIRMLY INTO SUBGRADE PRIOR Date: July 11, 2019
STANDARD FILTER FABRIC
POSTS TOGETHER WITH NYLON CORD TO BACKFILLING; PROVIDE TWO STAKES PER TREE, EQ. SPACED
12" MIN. OVERLAP
Drawn By: ACG
2"x2"X4' WOOD POST STANDARD FILTER FABRIC FINISH GRADE UNLESS ON SLOPE - THEN STAKE ON UPHILL SIDE OF TREE.
RUBBER SAFETY TRUNK FLARE JUNCTION - PLANT 1-2" ABOVE FINISHED GRADE Reviewed By: JL
SURFACING, SEE DETAIL
BACKFILL Approved By: CR
EXISTING SOIL FL
FLOW 4" GEOTEXTILE FILTER H OBAL SPECIFIED SOIL MIX - WATER THOROUGHLY & TAMP LIGHTLY DURING W&S Project No: 2180829
2 FABRIC, OVERLAP TOP PTOT BACKFILLING TO REMOVE AIR POCKETS; BACKFILL IN 9" LIFTS W&S File No:
83 INCH WASHED CRUSHED STONE DERO UNTIE & FOLD BACK BURLAP & FASTENINGS TO 23 BALL HEIGHT.
6"x6" TRENCH
PERFORATED UNDERDRAIN, SEE N. CUT & REMOVE WIRE BASKETS COMPLETELY FROM SIDES.
STANDARD FILTER GRADING PLAN AND SPECS MI Drawing Title:
PLANT TREE DIRECTLY ON SUITABLE, WELL-DRAINED, COMPACTED
FABRIC EXTENDS "
3 INCH WASHED STONE 8 SUBGRADE - IF SUBSURFACE CONDITIONS ARE UNSUITABLE, NOTIFY
INTO TRENCH " 4 1
6 OWNER'S REPRESENTATIVE & SUSPEND PLANTING UNTIL RESOLVED
UNDISTURBED SUBGRADE
ROOTBALL
SLOPE DETAIL JOINING FENCE VARIES
CONSTRUCTION
6" MIN. 6" MIN.
3 X DIA. OF ROOTBALL DETAILS
VARIES UNLESS OTHERWISE SPECIFIED
EROSION CONTROL- STRAW WATTLES DRAINAGE TRENCH TREE PLANTING AND STAKING
2 4 6
Sheet Number:
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
L5.00
COPYRIGHT 2017 WESTON & SAMPSON
Project:
1 " x 2" S.S. ANCHOR BOLT, VANDAL
2 TOWN OF ARLINGTON
BITUMINOUS CONCRETE WEARING RESISTANT WITH LEVELING WASHERS OR
COURSE, TYP. PER MANUFACTURER SPECIFICATIONS
SCORE JOINTS, 1 " WIDE x 1 " FURNITURE BASE
8 4
BITUMEN TACK COAT, TYP. SLAB DEPTH. PATTERN AS
5" SHOWN ON PLANS 4" CAST IN PLACE CONCRETE
1.5"1. BITUMINOUS CONCRETE BINDER EXPANSION JOINT, TYP. SEE DETAIL X X X PAVEMENT, TYP., SEE DETAIL
COURSE, TYP.
MEDIUM BROOM FINISH
8" COMPACT EXISTING GRAVEL BORROW TO COMPACTED
REMAIN, TYP. GRAVEL BORROW
CEMENT CONCRETE PAVEMENT,
"
4 4,000 PSI @ 28 DAYS
4" x 4" WWM ON CHAIRS COMPACTED OR
IMPROVEMENTS TO
6 GAUGE UNDISTURBED
EXISTING COMPACTED CHANDLER ST. PLAYGROUND
8" SUBGRADE
SUBGRADE, TYP. COMPACTED GRAVEL BORROW, TYP. AT THE HARDY SCHOOL
52 LAKE STREET,
COMPACTED SUBGRADE NOTE: ARLINGTON, MA 02474
CEMENT CONCRETE PAVEMENT, TYPICAL 1. ALL SITE FURNISHINGS SHALL BE SURFACE MOUNTED PER
MANUFACTURER'S RECOMMENDATIONS.
NOTE:.
CEMENT CONCRETE
1. CONTRACTOR TO PROVIDE SMOOTH TRANSITION WHERE
BENCH - SURFACE MOUNT
NEW PAVEMENT ABUTS EXISTING PAVEMENT, TYP. PAVEMENT, SEE DETAIL 8
12" SCALE: N.T.S.
6 SMOOTH DOWEL, SPECIFIED SEALANT TO MIN. 12" DEPTH
1'-0" LONG, 18" O.C. SUPPORT POST, SEE SPECIFICATIONS
BITUMINOUS CONCRETE PAVEMENT 1 " WIDE FULL DEPTH EXPANSION JOINT 85 Devonshire Street,
1 2
4" WITH WATERPROOF SEALANT, SEE SPECS. S FINISHED GRADE, SEE GRADING PLANS 3rd Floor, Boston, MA 02109
SCALE: N.T.S. E 617.412.4480 800.SAMPSON
4" RI www.westonandsampson.com
6" EXPANSION SLEEVE, WAXED D A SURFACE MATERIAL TO COVER
E V
TO PREVENT BONDING T TOP OF FOOTING. MINIMUM 4".
4" 4" 4" 4" SO REFER TO PLAN FOR MATERIAL Consultants:
12" POURED-IN-PLACE TN
SE
COLORED RUBBER SURFACE EXPANSION JOINT INSTALLATION NOTES: OS
FLUSH WITH ADJACENT 1. DOWEL IS TYPICAL AT ALL EXPANSION JOINTS (18" O.C.) WITHIN CONCRETE PAVING AND BETWEEN NEW CONCRETE PWI

SURFACE. DEPTH OF PAVING AND EXISTING CONCRETE PAVING TO REMAIN. LLR
MATERIAL VARIES, SEE DETAILS. APPLY SURFACING MUST MEET ASTM 2. DELETE EXPANSION SLEEVE AND DOWEL WHERE JOINT ABUTS WALL, CURBS, OR OTHER VERTICAL SURFACES, AE
H
EXTRA ADHESIVE AND THICKENED SAFETY REQUIREMENTS UNLESS OTHERWISE NOTED. RT
TURN DOWN EDGE WHERE PROPOSED SEE GRADING 3. EXPANSION JOINTS MAX. 25'-0" O.C. UNLESS SHOWN OTHERWISE. FO O
RUBBER ABUTS CONCRETE PLAN FOR SLOPE RUBBER BASE MAT THICKNESS 4. EXPANSIONS JOINTS SHALL BE PLACED WHERE NEW CEMENT CONCRETE PAVEMENT MEETS EXISTING PAVEMENT 0" SS CONCRETE FOOTING
VARIES. MUST MEET ASTM OR WALLS TO REMAIN. 4'-E COMPACTED BACKFILL OR
L
VARIES, PER ASTM SAFETY REQUIREMENTS. REFER 5. ALL SCORE JOINTS SHALL BE SAW CUT. N UNDISTURBED SUBGRADE
REQ. 4" MIN. TO PLANS AND SPECS U
WIDTH VARIES 12"-18". REFER
COMPACTED GRAVEL 1" GEOTEXTILE FILTER EXPANSION JOINT, TYPICAL TO MANUFACTURERS
BORROW, 8" DEPTH 8" 1'-1 FABRIC, OVERLAP TOP. RECOMMENDATIONS FOR
SEE SPECS. FOOTING SIZES
CAST-IN-PLACE CONCRETE PAVEMENT
5 NOTE:
OPEN GRADED 3"
4 SCALE: N.T.S. 1. FOOTINGS SHALL BE REQUIRED FOR ALL POSTS
WASHED CRUSHED
AND GROUND CONNECTIONS, SEE PLANS.
COMPACTED SUBGRADE STONE, SEE SPECS.
PLAY STRUCTURE FOOTING
PERFORATED 9
12" UNDERDRAIN, SEE SCALE: N.T.S.
GRADING PLAN AND SPECS
BASKETBALL
POST
BITUMINOUS CONCRETE TOP
POURED-IN-PLACE RUBBER SAFETY SURFACING
2 COURSE OVERLAY, TYP. FINISH GRADE,
SEE GRADING
SCALE: N.T.S.
3" MAX MODIFIED ASPHALT FIBER PLAN.
OVERHEAD COMPOUND CRACK SEALANT, TYP. BITUMINOUS
BITUMEN TACK COAT, TYP. CONCRETE
CAST-IN-PLACE CONCRETE, POURED-IN-PLACE RUBBER 5" 3" PAVEMENT
SEE DETAIL SAFETY SURFACING 1. CLEAR CRACK FREE OF DEBRIS COMPACTED Revisions:
AND VEGETATION, TYP.
DENSE GRADED
CAST-IN-PLACE CONCRETE POURED-IN-PLACE CRUSHED STONE No. Date Description
EX. BITUMINOUS CONCRETE
PAVEMENT, SEE DETAIL RUBBER SAFETY
BINDER COURSE
FLUSH SURFACING, SEE DETAIL 4000 PSI
CAST-IN-PLACE
EX. GRAVEL BORROW 0" CONCRETE
-
5' FOOTING
EX. SUBGRADE
COMPACTED
BACKFILL OR
"
6
UNDISTURBED
SUBGRADE
COMPACTED
SUBGRADE, TYP. NOTES: 3'-0" DIAMETER Seal:
1. CONTRACTOR TO PROVIDE SMOOTH TRANSITION WHERE NOTE:
NEW PAVEMENT ABUTS EXISTING PAVEMENT, TYP. 1. SUBMITTAL SHALL INCLUDE DETAIL(S) OF MANUFACTURER'S
RECOMMENDED INSTALLATION.
POURED-IN-PLACE RUBBER SAFETY SURFACING AT CIP CONCRETE BITUMINOUS CONCRETE CRACK REPAIR AND OVERLAY (ADD ALTERNATE 2) BASKETBALL POST FOOTING
3 6 10
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
C
L
EXTERIOR INTERIOR
COURT COURT
NOTES:
Issued For:
1. MOW STRIP CORNERS ADJACENT TO RESILIENT SURFACING SHALL BE SQUARE TO ENSURE CENTERLINE FENCE
6" TYP.
SMOOTH INTERFACE BETWEEN MATERIALS. CEMENT CONCRETE POST AND FOOTING
2. MOW STRIP CORNERS ADJACENT TO PLANTING BED OR LAWN AREAS WILL HAVE 1" MOW STRIP, TYP. CONSTRUCTION
2
REFER TO CONCRETE
CHAMFER DOCUMENTS
BOTTOM OF SLOPE 1' TOP OF SLOPE 3. CONTRACTOR SHALL PROVIDE 21" PREMOLDED POLYETHYLENE FOAM EXPANSION JOIN, FULL MOW STRIP DETAIL. MATERIAL VARIES,
DEPTH WITH SILICONE SEALANT EVERY 30' O.C. UNLESS OTHERWISE NOTED. SEE PLANS
SEE PLANS FOR COLOR 4. CONTRACTOR SHALL USE EXTREME CAUTION AT ROOT ZONE OF EXISTING TREES TO
REMAIN. CONTRACTOR SHALL CLEAN CUT ANY ROOTS OVER 2" DIA. THAT ARE EFFECTED BY
POURED-IN-PLACE RUBBER
X X X THE SCOPE OF WORK. CONTRACTOR SHALL CONSULT ARBORIST PRIOR TO ANY ROOT Scale: AS SHOWN
SURFACING, SEE DETAIL
G X REMOVAL.
N "
EEADILAN X 4" DEEP CONCRETE BASE RCEAISNTF-OINR-PCLEADC CEONC. 12 Date: July 11, 2019
SRP 6x6-W1.4xW1.4 WELDED 2- 4 CONGITUDINAL MOW CURB CAST-IN-PLACE Drawn By: ACG
G X WIRE FABRIC CENTERED REBARS, TYP. REINFORCED CONC. 2- 4 CONGITUDINAL
2" INTO 4" DEEP CONC. HEAVY DUTY BITUMINOUS MOW CURB REBARS, TYP. Reviewed By: JL
1' X SEE PLANS FOR CONCRETE PAVEMENT, SEE DETAIL POURED-IN-PLACE COLORED
8" COMPACTED ADJACENT SURFACING COMPACTED GRAVEL BORROW, SEE PLANS FOR RUBBER SURFACING, SEE DETAIL 4000 PSI Approved By: CR
X GRAVEL BORROW COMPACTED SUBGRADE DEPTH VARIES ADJACENT SURFACING CONCRETE
COMPACTED GRAVEL BORROW FOOTING
X ALIGN ALIGN " W&S Project No: 2180829
FINISHED GRADE 0
X X X N. FINISHED GRADE 4'- W&S File No:
NOTES: 1' 1'8"MI
1. SEE SAFETY SURFACING DETAIL AND SPECIFICATIONS
FOR POURED-IN-PLACE COLORED RUBBER SURFACE, Drawing Title:
COMPACTED
AND RUBBER CUSHION COURSE. 6" "
6 SUBGRADE
2. ONLY APPLY ON SLOPES GREATER THAN 5:1, PER THE
GRADING PLAN. 6" 4" 4"
6" 4" 4"
"
CONCRETE MOW CURB AT POURED- IN- PLACE RUBBER SAFETY SURFACING 6 CONSTRUCTION
CONCRETE MOW CURB AT BIT. CONC. PAVEMENT
DETAILS
1'-0" FOR LINE POST
18" FOR GATE, END
OR CORNER POST
POURED-IN-PLACE RUBBER SAFETY SURFACING AT SLOPE CONCRETE MOW STRIP FENCE POST FOOTING Sheet Number:
4 7 11
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
L5.01
COPYRIGHT 2017 WESTON & SAMPSON
FULL SPHERE
Project:
VARIES
TOWN OF ARLINGTON
49'-10"
23'-3" EPDM SPHERE, SIZE VARIES.
HALF SPHERE
9" EPDM SPHERE, SIZE SEE PLANS AND SPECS
19'- 26'-7" VARIES. SEE PLANS
AND SPECS
1 RUBBER SURFACING, SEE
0'- S
5" VARIES ADHESIVE TO RUBBER E DETAIL
I
"5 SAFETY SURFACING AR FINISH GRADE
-'1 SEE SPECS V
S FINISH GRADE
E
8' RI RUBBER SURFACING,
-2 A 2" MOUNTING PLATE, SEE SPECS. IMPROVEMENTS TO
" V SEE DETAIL
" SECURE USING 3" X 3" GALV. CHANDLER ST. PLAYGROUND
7 8
- BOLTS W EXPANSION AT THE HARDY SCHOOL
1' CONCRETE
1 1" ANCHOR, TYP. 52 LAKE STREET,
1
22'-7" 4'- 2" MOUNTING PLATE, SEE SPECS. ARLINGTON, MA 02474
SECURE USING 3" X 3" GALV. CONCRETE
1' 8
BOLTS W EXPANSION ANCHOR,
8'-2" 8'-2"
2" TYP.
NOTES: NOTES:
2' 2'
1 1 1. MIN. CONCRETE ANCHOR SIZE: 3" x 3" 1. MIN. CONCRETE ANCHOR SIZE: 3" x 3"
" R6' 8 8
1 2. SEE PLAN FOR SIZE AND LOCATION 2. SEE PLAN FOR SIZE AND LOCATION 85 Devonshire Street,
1
- 3rd Floor, Boston, MA 02109
1'
4 617.412.4480 800.SAMPSON
PLAY SPHERES
3 www.westonandsampson.com
LINES SCALE: N.T.S.
PAINTED "
5" 4 Consultants:
WHITE, TYP. 1'- R19'-9" 1'-
1
1 R19'-9" 2.375" O.D. LINE
POST (TYP.) LANDSCAPE AREA, TYP.
NOTE :1" MESH GALV. STEEL CONCRETE MOW STRIP,
2" TYP. 10' MAX. POST SPACING CHAIN LINK FABRIC, KNUCKLED SEE DETAIL
COURT TOP AND BOTTOM. 8" KEEP FILTER FABRIC 2"
BOUNDARIES 7" BELOW FINISHED
6'- 8" PASS THRU LOOP TOP RAIL, SEE NOTE 3 BELOW GRADE,TYP.
-
1' POST TOP
1 ENGINEERED WOOD
38'-9" ACORN CAP (SEE SPECS.) 8" FIBER PLAY MULCH,
4'- 6 " 2" SEE DETAIL
R46'-5" 1 GEOTEXTILE FILTER
FABRIC, TYP.
33'-11" R46'-5" 6' HT. FENCE: 2.875" O.D. CORNER & END POSTS
BIT. CONC. W COLOR 10' HT. FENCE: 3.500" O.D. CORNER & END POSTS
R44'-7" 6"
SEALCOAT (INSIDE
6 GA. CORE - 1 14" MESH GALV. STEEL,
COURT AREA)
N KNUCKLED TOP & BOTTOM COMPACTED
BASKETBALL COURT STRIPING A SUBGRADE
L MULTI-LOCK BANDS AT 15" INTERVALS ALONG
P
NOTES: T ALL LINE POSTS
1. ALL DIMENSIONS ARE TO INSIDE EDGE OF LINES EXCEPT AS NOTED. OU ALL 8'- 10' HT. SHALL 78" x 12" TENSION BANDS 12" O.C. ENGINEERED WOOD FIBER MULCH
2.SEALCOAT COLORS SHALL BE SELECTED BY OWNER'S REPRESENTATIVE. Y HAVE A 6
A CONTINUOUS
3.ALL LINES SHALL BE PAINTED WHITE. SCALE: N.T.S.
L
MIDDLE RAIL 316" x 34" TENSION BAR
O
T AT ENDS & CORNERS

R
E R
1 BASKETBALL LAYOUT 0' REF S(ABTTOA AUNLLDLE ARVRAADIRLDS) ( CTYLAPM.)P CSEECNTTIEORN BSR, SAECEE NROATILE A 3T B AELLLO EWND & CORNER OULDEEIGHT LANDSCAPE BOULDER, TYP.
SCALE: N.T.S. - 1 MULTI- LOCK BANDS, 30" 0C ERT 3 BH SEE SPECIFICATIONS
6' ALONG ALL HORIZONTAL RAILS & BRACES DH 2
LG Revisions:
U
OEI
BOTTOM RAIL, SEE NOTE 3 BELOW BH 12" MAX. No. Date Description
3 FINISHED GRADE, SEE
1
PLANS FOR MATERIAL
1" CLR.
(TYP.) SEE MATERIAL PLAN FOR TREATMENT
COMPACTED
GRAVEL BORROW
.
N
I
M
49'-7"
20'- NOTES: 6"
R4"1'-1" 11" R 1'- 1 " CRTOOEFPNE CORRF ET FOTOE DO FETOTINOAGITL I,4N "G 12.. CAALLOLLR FLNIENENREC PPEOO PSSIPTTSSE . SSHHAALLLL BBEE ISNCSHT.A 4L0L,E HDO ETQ DUIPA LGLAYL SVP. SATCEEEDL B PEIPTWE.EEN END & 6" 6" COMPACTED SUBGRADE Seal:
8'- BELOW FINISH GRADE 3. ALL RAILS SHALL BE 1.66" O.D. PIPE
1 1 4. ALL CLAMPS, TIES, POST TOPS, BANDS, POSTS, ETC. SHALL MATCH FABRIC. NOTE:
6 1. JOINT BETWEEN ROUND BOULDER AND ADJACENT MATERIAL SHALL NOT EXCEED
'- 5. REFER TO SPECS. FOR GATE REQUIREMENTS.
13 4" 12" AND BE FILLED WITH MORTAR.
'
"
4'-9 4 CHAIN LINK FENCE 7 LANDSCAPE BOULDER
2
SCALE: N.T.S. SCALE: N.T.S.
MULTI-LOCK BANDS AT 12"
O.C. INTERVALS ALONG ALL
HORIZONTAL RAILS AND Issued For:
BRACES, TYP.
4' CLEAR
ACORN CAP, TYP.
2 14", TYP. CONSTRUCTION
"
1
DOCUMENTS
2.875" O.D. GATE
12' 1'-1" 32' R6" 1'-10" R6" P2"O DSITA,. TGYAPT.E FRAME, TYP.
1 1 1"
-
7' FULCRUM LATCH Scale: AS SHOWN
2" 4 WITH STRIKE PLATE
-
2'
4 Date: July 11, 2019
6' 1.66" O.D. MID RAIL, TYP.
Drawn By: ACG
LINES
PAINTED 6'
Reviewed By: JL
WHITE, TYP. MULTI-LOCK TENSION BANDS
" R SPACED 12" O.C., TYP.
6 A Approved By: CR
2" TYP. 0'- E
COURT 2 L 6 GA. CORE 1-14" GALV. STEEL,
14' C
W&S Project No: 2180829
BOUNDARIES KNUCKLED TOP AND BOTTOM
" "
7 2
-
'0 W&S File No:
1
316" X 34" TENSION BAR AT
BIT. CONC. W COLOR
ENDS AND CORNERS, TYP.
SEALCOAT (INSIDE
COURT AREA) Drawing Title:
ALL JOINTS WELDED TO
37'-6" 36'-11"
. MAKE SOLID FRAME
P
74'-5" Y
4' T FENCE POST FOOTING, TYP.
", SEE DETAIL
8
SOCCER COURT STRIPING CONSTRUCTION
NOTES: DETAILS
1. ALL DIMENSIONS ARE TO INSIDE EDGE OF LINES EXCEPT AS NOTED. NOTE:
2.SEALCOAT COLORS SHALL BE SELECTED BY OWNER'S REPRESENTATIVE. GATE MUST OPEN OUT AT
3.ALL LINES SHALL BE PAINTED WHITE. PLAYGROUNDS.
1'-6"
Sheet Number:
SOCCER LAYOUT CHAIN LINK SINGLE SWING GATE
2 5
SCALE: N.T.S. SCALE: N.T.S.
L5.02
COPYRIGHT 2017 WESTON & SAMPSON