HomeMy WebLinkAbout261 Whites Path Details Plan24• NOTES:
BAXTER NYE
1. ALL SECTIONS SHALL BE DESIGNED FOR t_
HS-20 LEADING. HARDWOOD STAKES ENGINEER &
2. COPOLYMER MANHOLE STEPS SHALL BE
w INSTALLED AT 12' O.C. FOR THE FULL OR DEADMAN (TYP.)
NG W
' • •,°� DEPTH OF THE STRUCTURE TREE PIT a.;.-.
AT 4B' DIA. CATCH BASIN 3. PROVIDE 'V' KNOCKOUTS FOR PIPES WITH - "' :,::F
SURVEYING
2' MAX. CLEARANCE TO OUTSIDE OF PIPE. ROOT BALL ATE F=TRIC CONE TION .�
MORTAR ALL PIPE CONNECTIONS.
BUCK REINFORCED RUBBER
(STEEL REINFORCED FOR HS-20 LOADING) 4. JOINT SEALANT BETWEEN PRECAST SECTIONS WY WIRE HOSE (ABOVE FIRST BRANCH)
,.',.• 24 SHALL BE PREFORMED BUM RUBBER. 12'
SURFACE -
m • TREATMENT BITUMINOUS Registered Professional En ineers
5. CATCH BASIN FRAME AND GRATE SURFACE VARIES CONC. PAVEMENT 9 9
I I SHALL BE SET IN FULL MORTAR BED. ELAR THREE STRANDS OF #10 GAUGE (TOP COURSE) and Land Surveyors
I 48' DIA. CATCH BASIN I I .ADJUST TO GRADE WITH CLAY BRICK AND TREATMENT TWISTED GALVANIZED STEEL WIRE SEE DETAIL /418 pe10E-
til� MORTAR (2 BRICK COURSES TYPICALLY, (VARIES -SFE PLAN) 6• 2. 1 - BRHDE e
ALTERNATE TOP SLAB SLOPE BITUMINOUS �� Gol
TOC TOP OF CURB
(STEEL REINFORCED FOR HS-20 LOADING) w 1 2'x2'x8' HARDWOOD STAKE VARIES CONC. PAVEMENT RSLOPEr �' J' 4' FWWETavr 78 North Street - 3rd Floor(3 STAKES
LEBARON GRATE FRAME RIM ELEV MEASURED AT THIS LOCATION j m $° ° DEPTH TIGHTEN AS SHOWN.E) 1' BOC - BOTT M OF CURB r y
CB 3' (BINDER COURSE) sra°E A s� H annis, Massachusetts 02601
of®Ia ooa�o
ON BEEHIVE GRATES. VARIES :.
PRECAST CONCRETE RISER 86 . -
GROUTED IN PUCE HOLD RIM ELEV ABOVE FINISH GRADE ° "FINAL BACKFILL - 0 S ° of - - uBT,.
0
AS NOTED ON PUNS HEREIN. 92 WARNING TAPE r ORDINARY BORROW (M.1.01.0) 0° 80, •o• PA Phone - (508) 771-7502 „",„
g NOTED FOR • o % TREE SHALL BE SET PLUMB, o w 0 ° 0 0 0 ° p e � ° 0 8 0 0 FDR PA Fax - (508) 771-7622
771-7622
= O 7 .°° 00 O u o e �O O .poo O 4'-IB'R / \ ye
APPLICABLE ° AFTER SETTLEMENT CURB
0 • p O 0 // \\ L-► A �
OF z,�t� :e SEE PUNS FOR 4275 UnUTY ° o CO, • O 00 8 0 8 8°. o • ,4 00 0 0 0 • STENW.WRAIO.RBII/E WWW.baxter-n COR'1
U pq
! PIPE TYPE AND <� i5 .000 0 o° 0 0 00 c p o° b
I)i 15 3 iii DIAM. o o U As :; . :o . e ROOTBALL SHALL BE SET 2' O° ° p 00 ' o O co p o to 8 ° • , Oo O° ° p� OQIf1ID JaB cV
w w +: I w - :'."�". o..:. ::' D. HAND TAMPED ABOVE THE ESTABLISHED C ° 8° • o 0 o a Kb Oo 80, S T A ^ . STAMP
{y z 48• DIA. CATCH BASIN CS TO BE wr o �: ;<.!U;;,:�;i.ry=4 �4,,. INITIAL BACKFILL o o .00 •O 0 Oo
o 7X $ 8 SEE NOTE 4 LEBARON w m I I FINISHED GRADE , o •Kf� p
JLGC226-2 (-SEE g I.{b a_d_ »'.. HAND TAMPED :° ° ° o oOoo 80• o O o, 00 0 ° 00 B B1 •(1{OF II $sac
HOOD OUTLET HIVE' GRATE) L'E o ao e.?k<,%, a:;•.»;HAUNCHING
3- HARDWOOD BARK MULCH, °
• .ELAN BfR.a1HNg15 OOIICREIE SI7116AY S1NVL
G Y'.y ........ OaY'gDOW 2 RI�Bm1 O� MATTHEW �G ...
OR EQUAL m aN;::.. o m DO NOT PUCE MULCT _ EWA OF S1>�W u'
PK W 1 DIA. BEDDING WITHIN 3. OF TRUNK. v ECDDL w
Di11 I
SIWL BE FLUSH x1I111E �LLNRY OD �
AND NOT PRO,iCT ABOVE THE SI°ILRW
rct, INVERT VARIES m 3• SLOPE TO FORM 3' HIGH SAUCER. BITUMINOUS COMPACTED ,o No. 43183 Q,
W2 1.--`-- COMPACTED SUBGRADE/ MUST BE I TACK COAT GRAVEL BASE 'P R
A STABLE FOUNDATION. OA, F(,+, p� Fi
72 ONNU-SHRINK BE UNDERCUT AND REPLACE UNSUITABLE FOUNDATIONS UWATH COMPACTED ME/LW RR 110911110fir
U`? P
A SUITABLE BEDDING MATERIAL PUNT BACKFILL MIXTURE SUBGRADE PAR" SLOPE
12' COMPACTED
u z 's GRAVEL BORROW I-
�� • COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN Be LIFTS (MAX.) UNTIE AND ROLL BACK BURLAP
= 'l. ° COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6' LIFTS (MAX.) g• \ \\\' FROM 1/3 OF ROOT BALL (MIN):
COMPACTED ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE �� �� �R / IF sYNTHEnc WRAP Is USED, . J' C O N S U L T A N T
m'{
12' : SUBGRADE (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFFIC). 18• REMOVE COMPLETELY. SECTION A-A SECTION V B-B
TW. FINAL BACF1LL IN GENERAL EMBANKMENT AREAS MUST BE
COMPACTED TO 85% MODIFIED PROCTOR (MIN.) IN 12' LIFTS (MAX.) EXISTING SUBGRADE, OR
.O ..Q�^ •lib,. °..n.> 4 �. b`.. Q >
��, ',". TOPSOIL MOUND COMPACTED
"*FOR SANITARY SEWER MAINS, 6' BEDDING SHALL BE BACKFILLED 12 VARIES 12
ZV�%it:. a..e,.a.. ..�:�� WITH 3/8'-3/4' NON-ANGULAR STONE IN LIEU OF GRAVEL
BORROW. COMPACT TO 95% MODIFIED PROCTOR. HQM
NO MULCH SHALL BE PLACED WITHIN 20. OF BUILDINGS. CONSULTANT
c. CATCH BABIN (CB) MTH GAS TRAP N.T.S. E- UrM TRENCH N.T.S. n TREE PLANTING (For Trees I 4' a*ff) N.T.S. c- CAPE COD BERM (CCB) N.T.S. c- STANDARD CURB OPENING AND SPILLWAY N.T.S.
los' DETAIL 11e' DETAIL sari �6TA1 4t1 DETAIL 4iS : �O=TAIL
PARKING SIGNS
FOR HANDICAPPED
SEE PUN FOR PLACEMENT
PREPARED FOR:
HANDICAPPED RAMP (SEE RAMP 4• Be t-1 /4' x 1-1/4'x 4' WOOD STAKE AT 8.3 FT 0/C
"VAN' ACCESSIBLE DETAILS FOR APPROPRIATE DETAIL) OR APPROVED EQUAL 5;:.., MIN. 10•
Keller Company, Inc.
HANDICAP SPACES 4' SOLID WHITE STRIPING MIN
b 1 a»a° =>n:m:§ b 'LAG
t annou h Road
I� ... ..x s, '.<. •''\ ": : a'� ' X1/2• OR APPROVID EWAMIRA
}k FI ODX) 1436 ly g
- .-I '\ `'n • -c""" :s EWA ,
2-1/2 Hyannis,
r, ID LK '
�.p HYa
's, MA 02601
MAX MUM SLOPE 2% - - IN ALL SECTION 180 O ~> PLAN VIEW o
DIRECTIONS 3/$ DIA. PIN DOM HOES
11/2' HOT MIX ASPHALT SURFACE i 3' FOR No. 5 BAR OF STALL
COURSE - STANDARD TOP COURSE, PER ii 25
MHD M3.11.03 TABLE A
2- HOT MIX ASPHALT BASEANTERMEDIATE SITE 50'
COURSE - BINDER, PER MHD M3.11.03 VAN z; WORK 7��DYY'"'
a ° .• Uri,, moJ.. 'i TA1319RAVEL BORROW M1.03.0, TWE B. C OR VAN 6� - -- AREA PAVEMENT
°" .� e`,:° ° :o D, OR PROCESSED GRAVEL BORROW M7.03.1 p MIN. EXISTING
�;:> b'Og• OR RECLAIMED PAVEMENT BORROW M1.09.0. �y III 4-(MIN.) •'
FOR ALL SPECS, AT LEAST 70% SHALL PASS t7S 1'-8' 3'-0' 1'-6' AL
THE 3/4' SIEVE TO ALLOW FOR PROCTOR ,�('�L�
DENSITY COMPACTION TESTING. N _ PLAN VIEW - FLOW [[[,,,yyy��� III PROTECTED FILA MOUNTABLE BERM
STANDARD DUTY FLFYIBL PAVEMENT COMPACTED SUBGRADE ��v & '' &F 'aII 19LAREA FABRIC
FINISH 6'-0'
(WETLAND)
1Y• CRUSHED STONE
PAVEMENT TOP OF III
PROVIDE 2 No. 5 GROUND III '�' iL CROSS-SECTION
BARS/ WHEELSTOP
COMPOSITION AND COMPACTION ACCEPTANCE TESTS
5'-0' 8'-0- 8'-0' 8'-0- 8'-0- 6' EMBEDMENT
(MIN.) II NOTES:
1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH M3.11.09 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT
:\/\\/ \/�\/ I II LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.
2 PERFORM PAVEMENT DENSITY TESTING AS OUTLINED IN M3.11.09 a I II V (MIN.)
PLACE 4' OF FABRIC 2 THE ENTRANCE SHALL IN MAINTAINED IN A CONDITION WHICH
3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MOOT SPECIFICATIONS. 4' SOLID WHITE EPDXY RESIN ALONG TRENCH AWAY I II SHALL PREVENT TRACKING OR FLOWING RI SEDIMENT ONTO G WITH
PAVEMENT MARKING (20 ML THICKNESS) TYP. FROM PROTECTED AREA I II RIGHTS-OF-WAY. THIS MAY REWIRE PERIODIC TOP DRESSING WITH
BACKFILL AND TAMP ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT
4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III, OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
MATERIALS AND THE FOLLOWING SUBSECTIONS DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE
MINERAL AGGREGATE M3.11.04 BITUMINOUS MATERIALS M3.11.06 DESIGN DATA REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED.
MINERAL FILLER: M3.11.05 COMPOSITION OF BASE COURSE M3.11.02 1. CONCRETE STRENGTH rC 4,000 PSI O 2 DAYS. DENSITY 150 PCF. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED.
5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT 2. CEMENT, PORTLAND TWE I OR III PER C150-81. O Q
SECTMS/PROVISIONS OF SECTION 460 FOR CUSS I BITUMINOUS CONCRETE PAVEMENT, TWE 1-1 3. ADMIXTURES, AIR 5 PLASTICIZERS PER TM C223-82 •C
4. AIR ENTRAINMENT 5%-7.S f►
5. APPROXIMATE WEIGHT: 380 LBS CID
6. LASS I BITUMINOUS PAVEMENT, TYPE 1-1 REWIRED PER SECTION 460. TESTING FOR BASE 6. CENTER WHEELSTOP ON PARKING STALL
COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 95% PROCTOR DENSITY. �` "�'� 4H
TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00 W 1 , , CU
^ O
c_ � CONCRETE PAVEMENT SECTIONS N.T.S. c-HANDICAP PAWM AND STANDARD STALL LAYOUT N.T.S. c- CONCRETE WHEEL STOP N.T.S. SILT FENCE BARRIER N.T.S. I E- I STABIL® CONSTRUCTION M N.T.S. I- �,
416' DETAIL ° DETAIL 443 co E
c>ETAI 602 METAIL- em DETAIL 1-.0 0_ "
`(B
24" DIA. C.I. FRAME & SOLID COVER, U l
Section We. MARKED "DRAIN", TO BE PROVIDED 24" DIA. C.I. FRAME & SOLID COVER, w .�
AND SET TO FINISH GRADE A, SHOWN MARKED "DRAIN', TO BE PROVIDED
ON PLAN FOR MAINTENANCE ACCESS, AND SET TO FINISH GRADE AS SHOWN p >✓ r �
TYPICAL, UNLESS OTHERWISE NOTED. ON PLAN FOR MAINTENANCE ACCESS, Of CU ({) rOA•�
DESIGN FOR H2O LOADING. LEBARON TYPICAL, UNLESS OTHERWISE NOTED. 0- a N vJ
LK110-TYPE-A (MASS. STANDARD) OR DESIGN FOR H2O LOADING. LE13ARON
APPROVED EQUAL. LK110 TYPE-A (MASS. STANDARD) OR FUER FABRIO
FINISH GRADE APPROVED EQUAL. ENVELOPE - ALL � &
FINISH GRADE NOTE 6 & 7 SEE NOTE 6 & 7 0� TOP OF STmlcTtlR¢ M w
COMPACT BAOVIL Y LIFTS WAIT 14ON OR EQUAL
12'MIN. 12'MIN. 12"MIN. 12•MIN.
'T,1T
OVER FABRIC OVER, FABRIC 10 MIN. OVERLAY FABRIC OVERLAY FABRIC Z Z
PER MHD SPEC STONE °M 0TO 2 3 I 1 m •)mTeSd®.: ' -. ' , ' ..eat./. t ;a� °..:: • .°; • . /.✓/. -
re.a•.rsm .• o v.v n.•+�.vo awe.. Owls' 2' LAYER 8e° li • a, 1 • ��> �• 4ye8 °•8�
Farr - ga oRnua rtAN m m .O O m 03 0 • • ° 0 EM m O O • •E3 m 10 • o PEASTONE e g. ° qP g° •B ~
~ H°R FSE A TPE 12' MIN. O Do°, °tb o.. ow O � P,• ` g° g>� g. �, g, 8� NL
O ° � Q• . °8 0 80 oa o ° KN)OCKOUTS >x gg° ��4P�4P 4r �,�° e+d Of
Of
0 IM r3 O O � ID 00 0 °. c• oO • 0 CI m 0 � O m m 11 • eQ 4n °'
o O
TOP OF CHANNEL MAY VARY - SEE PUN FOR LAYOUT PAVED P w / go 0 01 E9 1-3 O O IO OT 1 3%4-100
°1/2" CLEAN- 0 13 13 O O O E3 m 0 •Do STONE1(4OX VOICE1N WASHED •b�� &°y° JSTOW �� V wA91m W
TOP OF STONE - SEE PUN FOR LAYOUT OF STONE PARKING z ° °� Q Pt.M fv1 mo WTASHEU STIXJE sfE Pux FOR s�t0 ••o ° °° oO ❑
se A° STONE DROP e
N < gotr . ° .0'0 °o . 00 0 . ° o .COcP (COHBECT TO ADDITIONAL
4' MIN. DEPTH z m = ° ° O m m O D O 07 m E ° ° ° m ° O ED ED O O C3 m ID D ° ° '° e
CONCRETE \ 3:1 MAX. SLOPE - ° ; a �m ° m ° o `�; PRECAST CONCRETE 4, & FILTER FABRIC ', IEA M BASINS AS REQUIRED)
WHEELSTOP Fi0 m 03 a LEACHING BASIN ° ENVELOPE -ALL SIDES & • ie
°� p ° w
Minimum helPht of Hpmp moll k' 4' LOAM AND SEED m m O O O m m 0 °.m o °cr C 0 m m O O O ID 03 D ° °w OVER TOP OF STRUCTURES TO BE 1 • l•REGSf QaNCREtE F
be 1, unleae the PI., ON FOREBAY SURFACE co•Ooo °° ° o °'°e° a 0. . MIRAFl 140N OR EQUAL ,. KF" BASIN gob 1'
Q> QlewM SI Q
noted on the pt°n. TLD °_ 0 0 DI m C3 O O m 10 O O O o m 171 O O O m m 0 ° ''� g� ❑
See P'oe for 4b➢e 8• Min I - -
o o e o o (CONNECT TO ADDITIONAL $ 9, g• �, g° °°YP
12' o°� m LEACHING BASINS AS REQUIRED) gg g
o o
ZZ 0
- w
0
U
o: r
m
Nb � 0 m m O C7 �° 1'
,mrtreom O m m 0
o FILTER FABRIC AT BOTTOM a
OF
°o a
4°
in. 2 Os'
F v
typ. m o
0 0
4P . o 0 00 qr,�, 0
oast o o `8
h�r1
am
- < INLET STRUCTURE TO FILTER FINES CoLo
i U LL >o
Z ® Oo
O
W '
m
FOR MAINTENANCE WRAP
O
O
STONE DEPTH 70 BE 1.5 TIMES ME MAX. b �� 9 �° ° a 8� ,
STONE DIA BUT NOT LE55 MAN tz• I �•d /... .. ................ .... a w� z wS 6• UP OUTSIDE OF STRUCTURE e' ° : 0 DI o o O m 03 0 -Co `p� Z
FILTER FABRIC tee-' J/ W i �{a �� °a 4y ,• MIRAFl 140N OR EQUAL (TW) o, o Qp Ce
MIRAFl FW700 OR EQUAL PROFILE VIEW 10-4- J� IFI FILL IS NEEDED FOR SEDIMENT FOREBAY Dl mPuz ?z � o SUBSURFACE LEACHM BASIN (TYP) -PLAN VIEW SHEET TITLE
S1 BGRADE, FILL CROSS-SECTION , 8� ° Co m,� : D m m o 0 o m m D ° � N.T.S
4 MATERIAL SHALL BE w
1 SAND MEETING SPEC. fO 00 00 00 `O 000 0 °° 0 0 o tO 0 ow
inlmum height of Hpmp shall be PER MHD-SSHB M1.04.0
Details Plan
6" one (1) foot, unieea otherwise noted TYPE B
on the Pion.
USE 12" PERFORATED CPP, SET LEVEL, 6- LAYER OF 3/4'-1 1/2' ACCEPTABLE
FOR CONNECTION TO ADDITIONAL CLEAN WASHED STONE SUBGRADE AS DETERMINED
FILTER FABRIC NATES; LEACHING BASINS AS REWIRED.
MIRAFI FW700 OR EQUAL ALL BASINS TO BE INTERCONNECTED. BY THE ENGINEER
Bottom YMth t° wry. See Pion 1. BASE SECTION SHALL BE MONOLITHIC PATH OUTSIDE DIAMETER. SEE PLAN FOR LAYOUT AND QUANTITY. SHEET N O
-� Tor actual dirn. e.Wne. 2. ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR H-20 LOADING.
SECTION VIEW - 3. CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI, TWE II CEMENT. PIPES TO BE MORTARED IN PLACE.
4. FRAMES AND COVERS SHALL BE HEAVY DUTY AND DESIGNED FOR H-20 LOADING.
CONSTRUCTION SPECIFICATIONS: 5. PROVIDE Y KNOCKOUTS FOR PIPES WITH 2' MAX CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL INFlLTRATBLE SUBGRADE SHALL BE MAINTAINED. IF FILL IS
1. ANY FILL REQUIRED SHALL BE COMPACTED TO APPROPRIATE DENSITIES. PIPE CONNECTIONS
2. GEOTEXTILE SHALL BE PROTECTED FROM PUNCHING, CUTTING, OR TEARING. ANY 6. STANDARD MANHOLE FRAME & COVER SHALL MEET MUNICIPAL AND/OR STATE SPECIFICATIONS NEEDED FOR SUBGRADE BELOW THE BASIN BOTTOM, FlLL
DAMAGE SHALL BE REPAIRED BY OVERLAYING ANOTHER PIECE OF FABRIC OVER THE WHEN APPUCABIE. / MATERIAL SHALL BE PER MHD-SSHB MI.04.0 TYPE S.
DAMAGED PORTION WITH A MIN OF 12' OVERLAP OR COMPLETELY REPLACING FABRIC. 7. STANDARD MANHOLE FRAME & COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE DAT E: MAY 19, 2016
3. THE STONE SHALL BE PLACED SO THAT R BLENDS IN WITH THE SURROUNDING WITH CLAY BRICK WHEN GRADE TO TOP OF PRECAST UNIT DISTANCE IS 1'-0. OR LESS (5 COURSES
GROUND nMPORTANT: IF THE STONE IS PLACED TOO HIGH THE FLOW WILL BE FORCED MAX). USE SOLID CONCRETE BLOCK WHEN DISTANCE IS GREATER THAN V-0'. PERMIT REVIEW ONLY NOT FOR CONSTRUCTION 2� O 2O 4O
OUTSIDE OF THE CHANNEL CAUSING EROSION]. S. A MINIMUM 2 FOOT OVERLAP SHALL OCCUR BETWEEN ADJACENT SHEETS OF FABRIC.
FILTER FABRIC SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
SCALE IN FEET
DRIP EDGE/FOREBAY DETAIL �� SCALE: 1 =20
c STONE CHANCEL PROTECTION N.T.S. C- N.T.S. I � I SUBSURFACE LEACHMG BASIN „ ,
N.T.S.
DRAWN/DESIGN BY: JKL CHECKED BY: MOUE
�ETAII...
ass DETAIL t,a oETAI�.
JOBINO: 2016-021 C A D D FILE: 2016-021DT.dw