Dracut Place Assisted Living Site WorkDracut Place Assisted Living Site WorkCategory: Nursing Homes Project ID #: 1004268110Street Address: 1827 Bridge St Dracut MA 01826 Confirmed Value $300,000.00County: Middlesex Stage: Biddate SetBid Date: 3/15/2017Architect:Documents Available: Plans, Specs available in Insight Plans available from Trust Construction Corp.Last Update: 2/4/2017 Landplex LLC was added as Civil Engineer
NotesNotes
Scope Site work and paving for an elderly care / assisted living facility in Dracut, Massachusetts. Completedplans call for site work for a elderly care / assisted living facility; and for paving for a elderly care /assisted living facility. Site work for Building foundations, Parking and Infrastructure The owner isinviting bids for all site work shown on the Permit Plan set for Excavation and Back filling offoundations for buildings and underground car garage, Parking for the project, Sidewalks, Water,Sewer, Drainage, Retaining Walls, Electrical, Telephone, Cable, Swales, Pavers, , Landscaping,Infiltrators, foundation drains, and related items.
Notes Development include(s): Paving, Site Work
Additional DetailsAdditional DetailsListed On: 2/3/2017 Floor Area:Contract Type: Work Type: AlterationStage Comments 1: Floors Below Grade:Stage Comments 2: Owner Type: PrivateBid Date: 3/15/2017 Mandatory Pre Bid Conference:Invitation #: Commence Date: 4/3/2017Structures: 2 Completion Date: 7/1/2017Single Trade Project: Site Area:Floors: LEED Certification Intent:Parent Project ID: Units:Parking Spaces:
Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact
NameNameAddressAddress PhonePhone EmailEmail FaxFax
Civil Engineer Landplex LLC 11 Kearney Sq. ,Lowell, MA 01852
(978) 455-2344
Owner Trust ConstructionCorp.
PeterHingorani
51 Mount Joy Dr ,Tewksbury, MA01876
(978) 851-3456
General Contractor Barlow Construction /TJK Inc
Tim Barlow 97 High Point Dr ,North Grafton, MA01536
(508) 320-9337
ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeGeneral Contractor Perf:5.00%,Pay:5.00
%3/15/2017 Owner Open Bidding
HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 2/6/2017 False
Report Date: 2/6/2017 11:55:23 AM © 2017 ConstructConnect. All Rights Reserved. Page 1 of 1
*
LD
7.5%*
WHEELCHAIRRAMP SIDEWALK D
HARD RED BRICK COURSES AS NEEDED (MIN. OF 2 COURSES AND MAX. OF 5 COURSES) TO BRING M.H. RIM TO REQUIRED ELEV.
8 26” 8’FINISH —I GRADE PLAN VIEW
LOW-PROFILE GRATE
SET CASTING IN GROUT AND GROUT (AS NEEDED) ALL AROUND TO 4” ABOVE FLANGE (UNLESS OTHERWISE NOTED)USE BRICK COURSES AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION (MAX 5 COURSES OF BRICK-SEAL INSIDE AND OUTSIDE OF BRICK WITH HYDRAULIC CEMENT)
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GROUT RECOMMENDED MINIMUM TRENCH WIDTHSPAVEMENT
T y PIPE DIAM. MIN. TRENCH WIDTH/ja M I M KrPRE CAST REINFORCED CONCRETE M.H. CONE
FINALBACKFILL
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COAT MANHOLE EXTERIOR WITH TWO COATS OF BITUMASTIC COATING OR APPROVED EQUALRUBBER FLEXIBLE JOINT SEALANT REQUIRED AT ALL SECTION JOINTS
FILL ALL LIFTING HOLES WITH HYDRAULIC CEMENT (NON-SHRINK) PRE CAST REINFORCED CONC. M.H. BARREL
o Li_ O >I 24” 0 15” 34”Ï'vj" CO
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Ï 30” 56”ÇQjXïjSSTANDARD PRECAST BARREL SECTION COMBINATIONS OF 1’, 2’, 3’, OR 4’ LENGTHS AS NEEDED TO BRING CATCH BASIN RIM TO REQUIRED ELEVATION
INITIALBACKFILLmàAÆ 36” 64”SPRINGLINE »
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— 4-0” DIA. MIN.5”— i 42” 72”HAUNCHBYPASS OUTLETOVER 12’ DEEP 5-0” DIA. MIN.
4” FOR 12”-24” PIPE 6” FOR 30”-60” PIPE
_
48” 80”BEDDINGBUTYL RUBBER JOINT (TYP) Ï 54” 88”SUITABLEFOUNDATION
SLOPE CHANNEL IVFT
MIN. TRENCH WIDTH (SEE TABLE) 60” 96”HOOD OR INSERT
AS REQUIREDMINIMUM 4000 PSI CONCRETE WET MIX
PRE CAST REINFORCED CONCRETE MONOLITHIC M.H. BASE SECTION & SLAB
lNOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS”, LATEST ADDITION.
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4” FOR 12”-24”; 6” FOR 30”-60”.
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6” ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12” FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 36” MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
USE NON SHRINK GROUT FOR RCP AND HDPE CONNECTIONS. CAST OPENING IN STRUCT. (TYP)
54’ MIN. SUMP
DEPTH UNLESS OTHERWISE APPROVED
12” MIN. OF COMPACTED 3/4” CRUSHED STONEI
UNDISTURBED EARTH
NOTES:1. TYPICAL SANITARY MANHOLE TO BE 4 FEET IN DIAMETER.2. 5’-0” DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 12 FEET OR
WHEN ORDERED BY THE ENGINEER.3. 6” MIN. WALL THICKNESS AND 7” MIN. BASE THICKNESS WITH 5-0”
DIAMETER MANHOLES.4. INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP
OF PIPE.5. DESIGN LOAD-HS20.6. ALL INVERTS SHALL BE 4,000 PSI CEMENT CONCRETE IN VOID AREAS
AND RED SEWER BRICK CONSTRUCTION.7. INVERTS SHALL NOT BE BUILT ABOVE GRADE. ALL INVERTS SHALL BE
BUILT IN PLACE AFTER ALL PIPES HAVE BEEN INSTALLED.
STANDARD PRECAST BASE IN 3’ LENGTHS (MIN)
i ■8”MIN.co=> ooS LlJ
SEAL ALL HOLES WITH HYDRAULIC CEMENT
12”MIN. OF 3/4” CRUSHED STONE BEDDING UNLESS OTHERWISE NOTED
^ om
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UNDISTURBED EARTH
SECTION A-A
TYPICAL SEWER MANHOLE DETAIL SINGLE GRATE DEEP SUMP CATCH BASIN TYPICAL PIPE TRENCH DETAILCROSS SECTION NOT TO SCALE
NOT TO SCALE CROSS SECTION NOT TO SCALE
W= SIDEWALK WIDTHLEGEND:HSL =HIGH SIDE TRANSITION
LENGTH=SIDEWALK WIDTH =CURB WIDTH =TOLERANCE FOR CONSTRUCTION ±0.5%
W-Wc =USABLE SIDEWALK WIDTH PER AAB
USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE LESS THAN 4’-0”
DETECTABLE WARNING PANEL
1.5%* ROADWAYCEMENT CONCRETE = 4”
GRAVEL BORROW = 8” MIN.W SIDEWALKWc FOUNDATION*
SECTION A-A
WHEEL CHAIR RAMP DETAILS26” SLAB OPENING WITH STANDARD GRATE (OR CASCADE IF SPECIFIED)
HOOD OR INSERT
NOT TO SCALE
A
7FLOW
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DETECTABLE WARNING PANEL’’LEVEL ENTRANCE”
TRANSITION LENGTH
SIDEWALK 7.5%*1.5%*
^sidewalk^Edavon
ROADWAY_ 4” CEMENT PONGS’’' GRAVEL BORROW
SECTION D-D
A
I
( ) 9'-0" 10'-0"0 DINLET/DUTLET
□PENINGS SIZE AND LOCATION PER REQUIREMENTS
PLAN VIEW
8"
i J_ _ _ _ L J___ L7 £"■ IINLET
12" PIPE (TYP)
□UTLET 12" PIPE (TYP)
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OUTLET PIPE
8 4
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4iSECTION VIEW <o
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NOTES: 7.5%*Wc v 7.5%*‘v1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.
2. DESIGNED FOR H-20 LOADING, COVER 1 TO 5 FEET. i GRANITF CURR
A1 EDGE OF ROADWAY
i_ 6” CURB REVEAL (TYP.)
3. TONGUE AND GROOVE JOINT SEALED WITH BUTYL RESIN SLIGHTLY DUE TD THE BUTYL RESIN USED,
5’-0” MIN.6’-6”MIN.LEFT SIDE TRANSITION
INLET HEIGHT MAY INCREASERIGHT SIDE TRANSITION
ROADWAY DOWNGRADE5,000 GALLON WATER QUALITY INLET
LIMITS OF CEMENT CONCRETE RAMPNOT TO SCALE
^RAMP REFERENCE POINT A/^DETECTABLE WARNING PANEL
?■ ?■ 7-8"
4'-8" A5'-6 // 5-5"
RAMP REFERENCE POINT 0” REVEAL-
TRANSITION LENGTH6’-6” MIN.
DETECTABLE WARNING PANEL rOADV^ 6” REVEAL
— GKANIIL CURBedgeof
’’LEVEL ENTRANCE” 1.5% SLOPE FOR^ DRAINAGE
I I I I I
24" DIA CLEANOUT COVER!
(3 PLACES)
AA LA
A B (3) 24” DIA CLEANOUTS11’-0”
1 o’-o”l ' - ; T - • ■
3’-0”/137.00x4£o£ £
cJ Io o1I II I I I
£LO CD CD
ICM
A BPLAN VIEW SECTION A-A VIEW
o12” PVC 134.06N 0-
I I I I
L . • : ' r • • • t • - • j8” INLET KNOCKOUT
8” OUTLET KNOCKOUT0 t ©|C REAR3’-0” iT36”X12” V. 137.OOx
OPENING ££ o£CO 36”X2OPENI
4” I NG_Lo
LO o|£ II co ICSJI
CM 6” ORIFICE 136.50
l i Ï1Ïo ■.
;
6” ORIFICE 135.00
6”WALLSSECTION SIDE VIEW SECTION A-A VIEW
BAFFLE WALL DETAILOUTLET
TO CB12 IN V. = 134.06
NOTES --------------- rn----------------1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.2. DESIGNED FOR H-20 LOADING.3. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN.4. SHEA CONCRETE ITEM TK-M1500CSEP OR APPROVED EQUAL FOR SEPARATORS WITH
PIPE INLETS, OR SHEA CONCRETE ITEM TK-1500CSEP OR APPROVED EQUAL FOR SEPARATORS WITH CATCH BASIN INLETS.
FRONT
/// /
/ /137.OOx / // /
//
F7 //A // ///SEDIMENT & OIL SEPARATOR 1500 GALLON TANK O : 76” ORIFICE
136.50
i '/< 2’x2’ GRATE INVERTS 37.00
- A/av/ -NOT TO SCALE // t
/OaA/V. ■/■/ -; o-.:
6” ORIFICE 135.00A
5o V %
U_
7 DETENTION BASIN CONTROL STRUCTUREPLACE JOINT OR COUPLING WITHIN 3’ OF WALL ON ALL PIPES /
NOT TO SCALE
v.
ig
FLOW FLOW
GRAVITY DRAIN
DRACUTTOWN CLERKV v
26” STANDARD MANHOLE FRAME & COVER (UNLESS OTHERWISE NOTED)
gI, CLERK OFTHE TOWN OF DRACUT, MA, HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THE PLAN BY THE DRACUT PLANNING BOARD HAS BEEN RECEIVED AND RECORDED IN THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY (2) DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE.
PLAN VIEW
◄F*A
26” STANDARD MANHOLE FRAME & COVER (UNLESS NOTED OTHERWISE) TO BE MARKED ’’DRAIN”
n SET CASTING IN GROUT AND GROUT ALL AROUND TO 4” ABOVE FLANGE (UNLESS NOTED OTHERWISE) 7
SET RIM AT /FINISHED GRADE /
USE BRICK COURSES AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION (MIN 2 COURSES AND MAX 5 COURSES OF BRICK) SEAL INSIDE AND OUTSIDE OF BRICK WITH HYDRAULIC CEMENT
DRACUT PLANNING BOARDPLANNING BOARD APPROVAL77
*<^ //l ,
£
2ooSIGNATURE DATESTANDARD PRECAST CONCRETRIC CONE
SECTION OR FLAT TOP (AS REQUIRED)
SEAL ALL HOLES WITH HYDRAULIC CEMENT
A
:SIGNATURE DATE
.«4
24” 0 £ SEAL ALL INTERIOR AND EXTERIOR JOINTS WITH HYDRAULIC CEMENT
BUTYL RUBBER JOINT (TYP.)
SIGNATURE DATE41
OPENING MIN.
SIGNATURE DATE
STANDARD PRECAST BARREL SECTION COMBINATIONS OF 1’, 2’, 3’ OR 4’ LENGTHS AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION
SIGNATURE DATE/MANHOLE
DIAMETER
4
2 DETAILS -1
/2ASSESSORS MAP 29, LOT 8-1
1827 BRIDGE STREET DRACUT, MASSACHUSETTS
7 USE NON SHRINK GROUT FOR RCP AND HDPE CONNECTIONS. CAST OPENING IN STRUCTURE. (TYP.)4
4
STANDARD PRECAST BASE IN 3’ LENGTHS (MIN)
PLAN PREPARED FOR: PLAN PREPARED BY:bwckuble
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TRUST CONSTRUCTION CORP. 51 MOUNT JOY DRIVE
TEWKSBURY, MASSACHUSETTS
â3,000 PSI CEMENT CONCRETEA 4<7
4A
CIVIL ENGINEERING • SURVEYING 10 GEORGE STREET SUITE 208
LOWELL. MASSACHUSETTS 01852 978-201-9390 - LANDPLEX.COM
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J O O O O O O O O O O O O O O O O FO O O O O o o o o o o o o o o o o : : : : o SCALE: 1"=20’ DATE: DECEMBER 9, 2016SHEET 6 OF 7j O O o o o o o o o o o o o o o o o <> _ oo o o o o o o o o o o o o o o o o o: o o o o o o o o o o o o o o o o o oo o o o o o o o o o o o o o o o o o o oJ o o o o o o o o o o o o o o o o o oo o o o o o o o o o o o o o o o o o o oJ o o o o o o o o o o o o o o o o o oo o o o o o o o o o o o o o o o o o o
UNDISTURBED MATERIAL1/11/20173. PER MUNICIPAL COMMENTSSECTION A-A
1/10/20172. PER MUNICIPAL COMMENTSDRAIN MANHOLE DETAIL
1/4/20171. PER MUNICIPAL COMMENTSNOT TO SCALE
NO. REVISION DESCRIPTION DATE
PLAIN CEM. CONC. 6’—6” MIN.
12" HIGH SLOT 9FT WIDE
l'-O"
17'-016'-0"
//
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DETAILS - 1
A S S E S S O R S M A P 2 9 , L O T 8 - 11 8 2 7 B R I D G E S T R E E T
D R A C U T , M A S S A C H U S E T T S
DRAIN MANHOLE DETAILTYPICAL SEWER MANHOLE DETAIL TYPICAL PIPE TRENCH DETAIL
SEDIMENT & OIL SEPARATOR 1500 GALLON TANK
A
A
B
B
WHEEL CHAIR RAMP DETAILS
5,000 GALLON WATER QUALITY INLET
SINGLE GRATE DEEP SUMP CATCH BASIN
DRACUT PLANNING BOARD
DRACUT TOWN CLERK
DETENTION BASIN CONTROL STRUCTURE
COMPACTION / DENSITY REQUIREMENT
AASHTO MATERIAL CLASSIFICATIONSMATERIAL LOCATION DESCRIPTION EXISTING
GROUNDs®FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS
FROM THE TOP OF THE 'C LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
88ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS.
2 2D N/A J1 1 J7
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT
NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN).
/AASHTO M1451 A-1, A-2-4, A-3 D50 = 12” ANGULAR ■
STONE RIPRAP, 18” DEEP, OR 2” MIN. SOD OVER 4” MIN. LOAM
INITIAL FILL: FILL MATERIAL FOR LAYER 'C STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. 4-0”
ORC a VtMOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.
AASHTO M4313, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
<7r 6” LOAM, SEED, — MULCH & MESHRIPRAP Dso=10”
THICKNESS = 22.5” HAND-PLACED,SET IN LEAN CONCRETETYPE D SUBBASE GRAVEL
rl
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C LAYER ABOVE.
AASHTO M431 3, 357, 4, 467, 5, 56, 57
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) STONE DRAINAGE SWALEB NO COMPACTION REQUIRED.
FILTER FABRIC - MIRAFI 140N OR EQUALNOT TO SCALEFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
AASHTO M431 3, 357, 4, 467, 5, 56, 57
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.
A 2 3
CROSS-SECTION - EMERGENCY SPILLWAY THROUGH BERMPLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
azLUO<
<2>LU
SILT FENCE - PLACE UPLAND OF WETLAND AREAS WHENEVER POSSIBLE - CONTRACTOR SHALL NOT DISTURB WETLANDS OUTSIDE OF APPROVED FILL LIMITS
o OverflowLi_ BERMADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
i=SIS1 SIS2 SIS3 SIS4 SIS5 SIS6 O PIPE<PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)O(SC-310) (SC-310) (SC-310) (SC-310) (SC-740) (SC-740) O QZ
SPLASHBLOCK
NO.OF CHAMBERS 21 21 30 50 143 33I 3>
iiiiii&iiiiiiiiiii, {/////////////////////////////////
vsBmtgmmit&ËÊêÊÊmii i fe i i i i t t t i t t hm t & oMIN. FINISHED GRADE 144.30 145.25 145.59 146.86 158.13 177.70
Wmmmii,1^41 /j/' UVC UVW
Li_TPERIMETER STONE
(SEE NOTE 6)8' O JT18" (2.4 m)
MAXi 7 —6” LOAM, SEED, MULCH & MESH
(450 mm) MIN* OTOP OF STONE
TOP OF CHAMBER
143.13
142.63
144.08
143.58
144.42
143.92
145.69
145.19
156.96
156.46
176.53
176.03mmm 8” PVC ROOF DRAIN TO
SUB-SURFACE V INFILTRATION SYSTEM
6" (150 mm) MIN 1 ZDT T (TYP)□o coi—CLEAR & ><EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL) GRUB30" (SC-740) 16" (SC-310)
LUOJJ
5’3= Z O ZD
<C on 2 CD
« WEE! 1® 1® e>MAX.=IH=
ms ROOF DRAIN DETAIL§* INVERT/BOT. OF CHAMBER 141.30
140.80
142.25
141.75
142.59
142.09
143.86
143.36
153.96
153.46
173.53
173.03Am ■ «
SUBGRADE SOILS J (SEE NOTE 5)
BOTTOM OF STONE—iii=iii=ireui=iii7 JNOT TO SCALE XDEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" (150 mm) MIN
12" (300 mm) TYP
W=W=NE fi 7i,, ,111!, |i±l| ! |ii±| |
6" MIN (SC-740) 3" MIN (SC-310)
' SC-740 SC-310
END CAP
CONSTRUCT ANTI-SEEP COLLAR OR INJECTED GROUT
12" (300 mm) MIN 51" (1295 mm)POND
BOTTOMNOTES: NOTES:1. TOP INVERT LINE SHALL NOT ENTER THROUGH RISER (CONE) SECTION OR JOINT.
LHA. A B C D E R COMPACTED EMBANKMENT MATERIAL PER GEOTECHNICAL RECOMMENDATIONS OR 98% (COMMON OR GRANULAR BORROW W/0 STONES GRATER THAN OR EQUAL TO 6”0)
6” COMPACTED SUBBASE GRAVEL
EXIST. GROUND ELEVA 7/ON12”4” 2-0” 4-0.07" 2-0”
2" 9”1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
15” 6” 2’-3” J-10" 2’-6“ 2.25" 11”
2. GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST MANHOLE ON INSIDE OF MANHOLE.
2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS". 18” 9” 2’-3” J-10” 3-0" 2.5” 12”
SECTION THROUGH RETENTION/DETENTION FACILITY3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.
24” 9.5” 3-7.5” 2-6” 4-0” 3” 14”
STAINLESS STEEL BAND 30” 12" 4-6" 1-7.75" 5-0” 3.5” 15”4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. CONCRETE RETENTION/DETENTION FACILITY36” 15” 5-3" 2-10.75” 6-0” 4" 20”
5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
NOT TO SCALE42” 21” 5-3” 2-11” 6-6” 4.5” 22”6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.P
48” 24” 6-0" 2-2” 7-0” 5” 22”7. ONCE LAYER 'C IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. LSTAINLESS STEEL BAND
54" 27" 5-5" 2-11" 7- 6" 5.5" 24”FLEXIBLE B00TJ L FLEXIBLE BOOT
STORMTECH SC-740/SC-310 CROSS-SECTION 60" 30” 5-0" 3-3" 8-0”6” 24”SECTION A-A
CROSS SECTION NOT TO SCALE EXISTING SEWER MANHOLE
f 4MIN. 7” REVEAL FOR FULL ROADWAY/SIDEWALK RECONSTRUCTION OR MIN. 6” REVEAL FOR MODIFICATIONS TO EXISTING ROADWAYS (EXCEPT ON BRIDGES)
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DRACUTTOWN CLERK7 7R7ê 7 iGRAVEL TO SPRING LINE- CLERK OF
THE TOWN OF DRACUT, MA, HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THE PLAN BY THE DRACUT PLANNING BOARD HAS BEEN RECEIVED AND RECORDED IN THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY (2) DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE.
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SUBGRADE FILL8” T SIGNATURE DATE
OUTSIDE DROP MANHOLE SECTION X-XCAPE COD BERM DETAIL SIGNATURE DATEVERTICAL GRANITE CURB DETAIL NOT TO SCALE
CROSS SECTION NOT TO SCALECROSS SECTION
NOT TO SCALESIGNATURE DATEFLARED END SECTION
NOT TO SCALESIGNATURE DATE
NOTES:CONCRETE : 28 DAY F’c= 4500 psi REBAR : ASTM A615 GRADE 60.MESH : ASTM A-185 GRADE 65.DESIGN : AC1318-83 BUILDING CODE
ASTM C—857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES
LOADS : H —20 LOADING.FILL w/CLEAN WATER PRIOR TO START UP OF SYSTEM.TANK TO BE PLACED ON TOP OF 6” OF PROCESSED GRAVEL
1.SIGNATURE DATEs 2.S fi CONE OR RISER MANHOLE SHALL BE
PRECAST CONCRETE// 3.
4.r*6" MI N—| 6" MI N—|M.H. RISER WITH SLOTS CONE OR RISEI
M.H. RISER WITH SLOT!
PATCH VOID-----------WITH BRICK AND . MORTAR TO MAKE/ WATERPROOF. /
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PIPE . A
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6' PVC (SDR40> INLET
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LOWELL, MASSACHUSETTS 01852 978-201-9390 - LANDPLEX.COM
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(MINIMUM) ■EXTG. I 6' SLOT BOTH SIDESPLAN VIEW\L A r~ \
8/3 LENGTH- SECTION AA
i/3 LENGTH- 1/11/20173. PER MUNICIPAL COMMENTS
SECTION ALONG PIPE SECTION THRU MANHOLE 1/10/20172. PER MUNICIPAL COMMENTSDOGHOUSE MANHOLE DETAIL 1,500 GALLON GREASE TRAP DETAIL 1/4/20171. PER MUNICIPAL COMMENTS
NOT TO SCALENOT TO SCALE
NO. REVISION DESCRIPTION DATE
DETAILS - 2
A S S E S S O R S M A P 2 9 , L O T 8 - 11 8 2 7 B R I D G E S T R E E T
D R A C U T , M A S S A C H U S E T T S
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",
OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS".
3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL
MATERIALS.
4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.
5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE
WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
7. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL
REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION
AASHTO MATERIAL
CLASSIFICATIONS
COMPACTION / DENSITY
REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
PAVED INSTALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C'
STARTS FROM THE TOP OF THE EMBEDMENT
STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX
LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE
MATERIALS. ROLLER GROSS VEHICLE WEIGHT
NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
NO COMPACTION REQUIRED.
A
FOUNDATION STONE: FILL BELOW CHAMBERS
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE. ² ³
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
SUBGRADE SOILS
(SEE NOTE 5)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
SC-310
END CAP
6" (150 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) TYP51" (1295 mm)
6" MIN (SC-740)
3" MIN (SC-310)
30" (SC-740)
16" (SC-310)
DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 6" (150 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
MIN. FINISHED GRADE 144.30 145.25 145.59 146.86 158.13 177.70
TOP OF STONE 143.13 144.08 144.42 145.69 156.96 176.53
TOP OF CHAMBER 142.63 143.58 143.92 145.19 156.46 176.03
INVERT/BOT. OF CHAMBER 141.30 142.25 142.59 143.86 153.96 173.53
BOTTOM OF STONE 140.80 141.75 142.09 143.36 153.46 173.03
SIS1
(SC-310)
SIS2
(SC-310)
SIS3
(SC-310)
SIS4
(SC-310)
SIS5
(SC-740)
SIS6
(SC-740)
NO. OF CHAMBERS 21 21 30 50 143 33
STORMTECH SC-740/SC-310 CROSS-SECTION
ROOF DRAIN DETAIL
VERTICAL GRANITE CURB DETAIL CAPE COD BERM DETAIL
RETENTION/DETENTION FACILITY
PLAN VIEW
AA
SECTION AA
1,500 GALLON GREASE TRAP DETAIL
STONE DRAINAGE SWALE
OUTSIDE DROP MANHOLE
DRACUT PLANNING BOARD
DRACUT TOWN CLERK
DOGHOUSE MANHOLE DETAIL
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