Lake (public Way) (route 44 - 70' wide - public)TAUNTON AVENUE · 2020. 9. 11. · rear= 50' 1. lot...

SHED 8" WATER MAIN

TAUNTON AVENUE

(route 44

- 70' wide -

public)Lake (public Way)Street

EXISTINGHOUSE#41

Locus

Cover and Index Sheet

Date: February 24, 2020

"Costa Development, LLC"

DATE APPROVED: ____________________

TOWN OF SEEKONK PLANNING BOARD

Site Plan ApprovalSeekonk Planning Board

COMMENTSDATEREVISION

SCALE 1" = 1000'

Location Map

Town of Seekonk

Proposed Site Plan

for

in

Seekonk, Massachusetts 02771

1 2/24/20 SITE PLAN SUBMISSION

of 7

1

Revised:

Sheet

Cover Sheet

SCALE 1" = 100'

Site Map

Professional Seals

MA

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copyright: InSite Engineering services

N I T E Engineering Services, LLCProfess i onal Eng i neers Land Surveyors

I S

Precision. Clarity. Certainty.

InSite Professional Complex, Suite 11539 Fall River Avenue Seekonk, MA 02771

Phone: (508) 336-4500 Fax: (508) 336-4558Web Address: InsiteEngineers.com

Date:MSF

Designed By:Scale:As Shown

Job #19-009 February 24, 2020

"Costa Office Building"

33 Lake Street, Seekonk, Massachusetts 02771

Portion of Assessors Map 16 Lot 186

Applicant:

950 Taunton Avenue, Seekonk, Massachusetts 02771

Costa Development, LLC

Plan Reference:

1. "FORM "A" PLAN - (APPROVAL NOT REQUIRED) - DROHAN PROPERTY, 41 LAKESTREET AP 16 LOT 2", APPLICANT DROHAN FAMILY, BY INSITE ENGINEERINGSERVICES LLC., DATE MAY 3, 2016, PLAN BOOK 504 PAGE 045.

2. "FORM "A" PLAN - (APPROVAL NOT REQUIRED) - DROHAN PROPERTY, 33 LAKESTREET AP 16 LOT 186 (RECORD ANR LOT - 1)", APPLICANT DROHAN FAMILY, BYINSITE ENGINEERING SERVICES LLC., DATE DECEMBER 1, 2016.

General Notes:

Zoning District:

"MIXED USE / R-2"MINIMUM FRONTAGE = 120' MINIMUM AREA = 22,500 S.F.MINIMUM SETBACKS - FRONT = 35'

SIDE = 20' + 5'/STORY = 25' (2 STORY)REAR = 50'

1. LOT SHOWN IS A PORTION OF 33 LAKE STREET AP 16 LOT 186.

2. RECORD OWNER: CD PROPERTIES, LLC950 TAUNTON AVENUESEEKONK, MA 02771BOOK 25844 PAGE 119

2. WETLANDS FLAGGED BY ECOSYSTEM SOLUTIONS, INC. DECEMBER 2020.

3. ELEVATIONS ARE BASED ON NAVD88 DATUM.

4. THE PROPOSED WORK IS NOT LOCATED WITHIN A CRITICAL FLOOD HAZARD ZONE.

PAUL D.CARLSON

CIVILNO. 40995

REGIST DE ERENGINEER

FORP

COMM

ONWEALTHOF MASSACHUSS

TE T

ES IONALS

Revised Wetland Flag2 6/3/20

August 27, 2020 (CEI Review)

CEI Review Comments3 8/27/20

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1 Cover & Index Sheet Cover & Index Sheet 2 Existing Conditions Plan Existing Conditions Plan 3 Site Plan Site Plan 4 Grading, Drainage and Utility Plan Grading, Drainage and Utility Plan 5 Erosion and Sediment Control Plan Erosion and Sediment Control Plan 6 Detail Sheet 1 Detail Sheet 1 7 Detail Sheet 2Detail Sheet 2

'

AP 17 LOT 10n/f

TOWN OF SEEKONK100 PECK STREET

SEEKONK, MADB 1313 PG 74

AP 16 LOT 77n/f

KEVORK & GULINE MOUKHTARIAN336 ANTHONY STREET


EXISTINGWELL

EASEMENT(PB 481 PG 12)

TP-7

TP-19

TP-6

SHED

G

G

G

G

G

G

G

G

G

G

N 36

°10'49

" E

464

.00'

464.00'

WETLAND FLAGGED BYECOSYSTEM SOLUTIONS

AP 15 LOT 88N/F

ALBERTO D. &MARIA O. DASILVA60 ELM STREET

SEEKONK, MA 02771DEED BOOK 7434 PAGE 284

AP 16 LOT 2N/F

ANDREW CORREIA41 LAKE STREET


AP 16 LOT 187N/F

LUANN FERRIS &SCOTT ROBBINS51 LAKE STREET


MW

MW

UP#

TP2-1

TP2-2

TP2-3TP2-4

BENCHMARK:NAIL SETELEV = 107.80

MIXED USE

/R-2 ZONE

(300' fro

m center l

ine of Taunt

on Avenu

e)

25' BUFFER

50' BUFFER

100' BUFFER

TAUNTON AVENUE

(route 44

- 70' wide -

public)

Lake (public Way) Street

WF A1

WF A2

WF A3

WF A4

WF A5

WF A6WF A7WF A8

WF A9

WF A11

WF A12

WF A13

WF A14

WF A15WF A16

B.V.W.

WF A10

111

112

113

114

115

116

103 104

91

92

93

94

95100

95

9697

98

99

100

110

9495

96

97

98

99

101

102

103

104

105

106

107

108

109

111

TPD-3

TPD-1

TPD-2

90

8889

9192

939495

9697

98

100101 100

98

99

101

101

102

9091

92

93

94

110

105

106

107

108

109

SEEKONKDPW

BUILDING

Parcel 1112,579± s.f.2.58± acres W

W

100

110

9798

99

101102

103104

105106

107108

109111

112

113

114

115

116

DY

H W

W

W

W

TP8-4

TP8-3

TP8-2

TP8-1

EXISTINGHOUSE#41

AP 16 LOT 2N/F

ANDREW CORREIA41 LAKE STREET


117

117

BENCHMARK:PK NAIL SETELEV = 115.88

OSW

W

WF R8

Sheet

Graphic Scale

of 7

1 inch = 30 feet

Existing Conditions Plan

0

2

Revised:Professional Seal

Location Map (1"=1,000')



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Phone: (508) 336-4500 Fax: (508) 336-4558Web Address: InsiteEngineers.comN I T E Engineering Services, LLC

Profess i onal Eng i neers Land Surveyors

I S




MA

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30 15 6030 120

Date:MSF

Designed By:Scale:1" = 30'

Job #19-009 FEB 24, 2020




Applicant:



Locus

General Notes:

Zoning District:








Plan Reference:

1. "FORM "A" PLAN - (APPROVAL NOT REQUIRED) - DROHAN PROPERTY, 41 LAKE STREET AP 16 LOT 2",APPLICANT DROHAN FAMILY, BY INSITE ENGINEERING SERVICES LLC., DATE MAY 3, 2016, PLAN BOOK504 PAGE 045.

2. "FORM "A" PLAN - (APPROVAL NOT REQUIRED) - DROHAN PROPERTY, 33 LAKE STREET AP 16 LOT 186(RECORD ANR LOT - 1)", APPLICANT DROHAN FAMILY, BY INSITE ENGINEERING SERVICES LLC., DATEDECEMBER 1, 2016.

PAUL D.CARLSON

CIVILNO. 40995


FORP

COMM


TE T

ES IONALS


AP 17 LOT 10n/f



AP 16 LOT 77n/f



G

G

G

G


UP#

80'

40' PROPOSED2 STORYOFFICE BUILDING6,400 SF

(1ST & 2ND FLOORS)T.O.F.=109.1±BSMT.=99.1±


MIXED USE

/R-2 ZONE

(300' fro

m center l

ine of Taunt

on Avenu

e)

25' BUFFER

50' BUFFER

100' BUFFER

TAUNTON AVENUE

(route 44

- 70' wide -

public)


WF A2

WF A3

WF A4

WF A5

WF A6WF A7WF A8

WF A9

WF A11

WF A12

WF A13

WF A14

WF A15WF A16

B.V.W.

WF A10

22 PARKING SPACES

BITUMINOUSPAVEMENT

4' CONCRETE WALK

20'

24'

9'

50.

0'

79.9'

90.0'

SEEKONKDPW

BUILDING

LOAMANDSEED

LOAMANDSEED

INFILTRATIONPOND

BITUMINOUS BERM

SPLIT RAIL FENCE

SPLIT RAIL FENCE

R=15'

R=15'

R=15'

R=15'

R=5'

R=5'

DUMPSTER ANDFENCE

ENCLOSURE

4' CONCRETE WALK

SEGMENTALRETAINING

WALL

RED MAPLE TREE

1 12" CALIPAR

(TYP)

WF R8

SIGN"DO NOTENTER"

SIGN"ONE WAY"

SIGN"ONE WAY"

45'

45'

207'

151'

Sheet

Graphic Scale

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1 inch = 20 feet

Site Layout Plan

0

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Revised:


20 10 4020 80

Date:MSF


Job #19-009 FEB 24, 2020



Applicant:



Locus

General Notes:

Zoning District:








Plan Reference:



PAUL D.CARLSON

CIVILNO. 40995


FORP

COMM


TE T

ES IONALS



W

W

W

W

W

AP 17 LOT 10n/f



AP 16 LOT 77n/f



G

G

G

G


UP#

PROPOSED2 STORYOFFICE BUILDING6,400 SF(1ST & 2ND FLOORS)T.O.F.=109.1±BSMT.=99.1±


OSW

MIXED USE

/R-2 ZONE

(300' fro

m center l

ine of Taunt

on Avenu

e)

25' BUFFER

50' BUFFER

100' BUFFER

TAUNTON AVENUE

(route 44

- 70' wide -

public)


WF A2

WF A3

WF A4

WF A5

WF A6WF A7WF A8

WF A9

WF A11

WF A12

WF A13

WF A14

WF A15WF A16

B.V.W.

WF A10

W

W

W

W

W

W

TPD-3

TPD-1

TPD-2

CB 1RIM = 106.5INV OUT = 101.5

RIP-RAP(TYPICAL)

INFILTRATIONBASIN

SEDIMENTFORBAY

12" HDPEINV=98.7

SEEKONKDPW

BUILDING

D

D

D

SEPTICSYSTEM

WF R8

109.1

108.6

99.1

107.5

97

9898

9796

9594

9392

9190

112

111

99.1

103

102

106.5

108.6109.1

106

109.1

109

100

10510

4.5

108

109.0

99

109.1

108.6

109

100

105

109.5 109.5110.0 110

110

96.597

9898

97

96

9798

99 100

101

104

105

109

98.5

98

98.5

110.5

110.0

111.0

110.5

108

107

110

109

108

111

110

112

108.4

97.5

96.5

97.5

97.5

98

98.5

98.597.5

97.5

101

10099

102

103

104

98.2

98.2

TOP @ 98.2

98.2

Sheet

Graphic Scale

of 7

1 inch = 20 feet

Grading, Drainage and Utility Plan

0

4

Professional Seal

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Revised:


20 10 4020 80

Date:MSF


Job #19-009 FEB 24, 2020



Applicant:



Locus

General Notes:

Zoning District:








Plan Reference:



PAUL D.CARLSON

CIVILNO. 40995


FORP

COMM


TE T

ES IONALS



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AP 17 LOT 10n/f



AP 16 LOT 77n/f



G

G

G

UP#

80'

40' PROPOSED2 STORYOFFICE BUILDING6,400 SF(1ST & 2ND FLOORS)

T.O.F.=109.1±BSMT.=99.1±

MIXED USE

/R-2 ZONE

(300' fro

m center l

ine of Taunt

on Avenu

e)

25' BUFFER

50' BUFFER

100' BUFFER

TAUNTON AVENUE

(route 44

- 70' wide -

public)


WF A5

WF A6WF A7WF A8

WF A9

WF A11

WF A12

WF A13

WF A14

WF A15WF A16

B.V.W.

WF A10

TPD-3

TPD-1

TPD-2

CB 1RIM = 106.5INV OUT = 101.5

RIP-RAP(TYPICAL)

INFILTRATIONBASIN

SEDIMENTFORBAY

12" HDPEINV=98.7

START/ENDSTRAW WATTLEAT 100' BUFFER.

SEEKONKDPW

BUILDING

HAYBALELIMIT OF DISTURBANCE

SPLIT RAIL FENCE

SPLIT RAIL FENCE

EROSION CONTROLBLANKET ALONG

HILLSIDE

EROSION CONTROLBLANKET ALONG

HILLSIDE

CONSTRUCTIONENTRANCE

D

D

D

WF R8

HAYBALELIMIT OF DISTURBANCE

109.1

108.6

99.1

107.5

97

9898

9796

9594

9392

9190

112

111

99.1

103

102

106.5

108.6109.1

106

109.1

109

100

105

104.5

108

109.0

99

109.1

108.6

109

100

105

109.5 109.5110.0 110

110

96.597

9898

97

96

9798

99 100

101

104

105

109

98.5

98

98.5

110.5

110.0

111.0

110.5

108

107

110

109

108

111

110

112

108.4

97.5

96.5

97.5

97.5

98

98.5

98.597.5

97.5

101

10099

102

103

104

98.2

98.2

TOP @ 98.2

98.2

SILTSACK

Sheet

Graphic Scale

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Erosion and Sediment Control Plan

0

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1. BEGIN AT THE LOCATION WHERE WATTLE IS TO BE INSTALLED BY EXCAVATING 2-3" DEED x 9" WIDE TRENCHALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UP SLOPE FROM THE ANCHOR TRENCH.

2. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THEEXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.

3. SECURE THE WATTLE WITH 18-24" STAKES EVERY 3-4' AND WITH A STAKE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE OF THE WATTLE LEAVING AT LEAST 2-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE.

4. CONTRACTOR IS RESPONSIBLE TO MAINTAIN INTEGRITY OF STRAW WATTLE FOR DURATION OF CONSTRUCTION.

5. EROSION CONTROLS TO REMAIN UNTIL SOIL CONDITIONS STABILIZE.

6. LOOSE HAY TO BE SPREAD ON AREAS OF EXPOSED LOAM & SEED UNTIL GERMINATION AND STABILIZATION OCCURS.

DRIVE STAKE UNTIL 2-3"REMAINS EXPOSED

INSTALL STAKEPERPENDICULARTO SLOPE FACE

COMPACT EXCAVATEDSOIL ON UPSLOPE SIDE

INSTALL WITH 18" OR 24"1x1 WOOD STAKES

< 6:1

50'

6:1-4:1

25'

4:1-2:1

20'

2:1-1:1

10'

≥

STRAW WATTLE (or silt sock) DETAIL

NOT TO SCALE

INSTALL WATTLE IN A SHALLOWTRENCH (2-3 IN DEEP)

ADJACENT ROLLSSHALL TIGHTLY ABUT

CROSS SECTION

TYPICAL SPACING BASED ON SLOPE GRADIENT

VERICAL SPACING ISDEPENDENT ON SLOPE

GRADIENT

3-4 Ft

.

SET WATTLE INA 2-3" DEEP

TRENCH

GENERAL NOTES:

9" WADDLE

Construction Entrance Detail

NOT TO SCALE

INSTALLATION

LOCATION

MAINTENANCE

THE AREA OF THE ENTRANCE SHOULD BE CLEAREDOF ALL VEGETATION, ROOTS, AND OTHEROBJECTIONABLE MATERIAL, THE STONE SHALL BEPLACED TO THE SPECIFIED DIMENSIONS, AS NOTEDABOVE.

THE ENTRANCE SHALL BE MAINTAINED IN ACONDITION WHICH WILL PREVENT TRACKING ORFLOWING OF SEDIMENTS ONTO PUBLIC RIGHT-OF-WAYS THIS WILL REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE, ORADDITIONAL LENGTH, AS CONDITIONS DEMAND,AND REPAIR, AND / OR CLEANOUT OF ANYMEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED, DROPPED, WASHED ORTRACKED ONTO PUBLIC RIGHT-OF-WAYS MUSTBE REMOVED IMMEDIATELY.

SEE OVERALL SHEET FOR LOCATION OFCONSTRUCTION ENTRANCE.

Erosion & Sediment Control Notes:

1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCE WILL BEINSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILLBE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF SEEKONK REGULATIONS. ALL EROSIONCONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION.

3. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE ENGINEER OR TOWN AGENCIES.

4. SEEDING MIXTURE FOR FINISHED GRASSED AREAS WILL BE AS FOLLOWS:KENTUCKY BLUE GRASS = 45CREEPING RED FESCUE = 45PERENNIAL RYE GRASS = 10SEED TO APPLIED AT A RATE of 8 lbs / 1000 S.F. FERTILIZER SHALL BE APPLIED AT A RATE OF 2 lbs / 1000 S.F. PLANTING SEASON SHALL BE APRIL 1 TOOCTOBER 15. AFTER OCTOBER 15 AREAS NOT SEEDED SHALL BE STABILIZED WITH STRAW WATTLES, HAY BALE CHECK DAMS, FILTER FABRIC OR WOODENMULCH AS REQUIRED TO CONTROL EROSION.

5. AREAS LEFT BARE BEFORE FINISH GRADING AND SEEDING IS ACHIEVED, SHALL RECEIVE A TEMPORARY SEEDING OF PERENNIAL RYE GRASS APPLIED TO ARATE OF 2 LBS / 1000 S.F. AT A DEPTH OF 1/2". LIMESTONE (EQUIVALENT TO BE 50 % CALCIUM PLUS MAGNESIUM OXIDE) SHALL BE APPLIED AS SEEDBEDPREPARATION AT A RATE OF 90 LBS / 1000 S.F.. WHERE GRASS PREDOMINATES, FERTILIZE ACCORDING TO A SOIL TEST AT A MINIMUM APPLICATION RATEOF 1 LB OF NITROGEN PER 1000 S.F. AREAS TO BE LEFT BARE BEFORE FINISH GRADING AND SEEDING OUTSIDE OF PLANTING SEASONS SHALL RECEIVE ANAIR-DRIED WOOD CHIP MULCH, FREE OF COURSE MATTER, TREATED WITH 12 LBS NITROGEN PER TON, APPLIED AT A RATE OF 185-275 LBS / 1000 S.F.

6. SEDIMENT SHALL BE REMOVED ONCE THE VOLUME REACHES ¼ TO ½ THE HEIGHT OF THE SILT FENCE OR HAY BALE

7. ALL STOCKPILES SHALL BE SURROUNDED BY SEDIMENT CONTROLS.

8. DISTURBED AREAS REMAINING IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED.

9. ALL FACILITIES USED AS TEMPORARY MEASURES SHALL BE CLEANED PRIOR TO BEING PUT INTO FINAL OPERATION.

Revised:

20 10 4020 80

Date:MSF


Job #19-009 FEB 24, 2020



Applicant:



PAUL D.CARLSON

CIVILNO. 40995


FORP

COMM


TE T

ES IONALS



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STAGING & STOCKPILE AREA #1

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1:1

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5'

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EXISTING PAVEMENT

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LENGTH SHALL BE 50' MINIMUM WHERE THE

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SOILS ARE SANDS OR GRAVEL AND 100' MINIMUM

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WIDTH OF POINTS INGRESS OR EGRESS.

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WHERE THE SOILS ARE CLAYS OR SILTS.

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WIDTH SHALL NOT BE LESS THAN THE FULL

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FILTER FABRIC

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12' MINIMUM

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2" STONE (M1.03.00 TYPE C)

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4" MINIMUM

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4" MINIMUM

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FILTER FABRIC

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MIRAFI 600X, OR EQUAL

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USE 2" STONE

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(M1.03.00 TYPE C)

of 7

6

Sheet

DETAIL AND SOIL LOG SHEET

Professional Seal


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WEIR CREST ELEVATION

TOP OF BERM ELEVATION

6" LOAMAND SEEDHAND PLACED

RIP RAP TO FORMWEIR CREST

Earthen Weir Detail

NOT TO SCALE

3

1

TOP OF BERM ELEVATION

WEIR CREST LENGTH

PEAK ELEVATIONFOR 10 & 100-YEARSTORM EVENT

1' MIN. FREE BOARD

A

B

C D

SEDIMENT FOREBAY 98.5 98.2 98.3912'

TOP OF BERM WEIR CREST ELEVATION WEIR CREST LENGTH 10 YEARS PEAK

NOT TO SCALE

Bituminous Concrete Pavement Detail

RIP RAPAPRON

FOREBAY

RIP RAPCHECK DAM

Sediment Forebay - Section

NOT TO SCALE

0.1 INCH PER ACRE OF IMPERVIOUS AREA

PAVED WATER WAY

FILTER FABRIC

6" TO 12"

Sediment Forebay & Infiltration Basin Section

NOT TO SCALE

SWALE

BOTTOM OF POND = D

TOP OF POND = E

1. SIDE SLOPES TO BE 3:1 OR FLATTER2. REFERENCE RIP RAP DETAIL FOR STONE SIZEAND BASE MATERIAL

NOTES:GWT = A

BASIN GWT 'A" BOTTOM OF BASIN TOP OF BASIN "E" OVERFLOW "F"

SEDIMENT FOREBAY 94.5 97.5 98.5

POND BOTTOM AND SIDE SLOPES TO BE 4" LOAM AND SEED.

RIP RAP BED (SEE DETAIL)

OVERFLOW = F

98.2

OUTLET SWALE

2' min.

1. PARKING AREA WILL REQUIRE 4" BITUMINOUS PAVEMENT (2" TOP COURSE AND 2" BINDER COURSE).

2. 12" COMPACTED GRAVEL BORROW BASE COURSE WITHIN PARKING AREA.

SUB BASE

* THIS DIMENSION VARIES WITH THE THICKNESS OF THE TOP COURSEAND SLOPE OF SHOULDER

Bituminous Concrete Berm - Type "I-1"

TOP COURSEBINDER COURSE

12" GRAVEL BASE

6" TOWN SECTION

LEVEL FOR 1'

TYPE "I-1" BERM VARIES *

SLOPE PER

12"

NOT TO SCALE

Revised:

INFILTRATION BASIN 92.5 96.5 98.2 97.5

INFILTRATION BASIN 98.2 97.5 98.8412'

98.45

100 YEARS PEAK

97.25

SEE PLAN

SEE PLAN

SLOPE: 1:1

NOT TO SCALE

14" MIN

SLOPE

Rip Rap Bed Detail

SEE PLAN

FLOW 13.5' 6"

NOTE: RIP RAP TO BE CONSTRUCTED OVER 6"THICK BASE OF RIP RAP BEDDING CONSISTINGOF 3/4" TO 1-1/2" CRUSHED STONE.

FLOW

7" TO 12"STONE SIZE

BASIN

SUB BASE

TOP COURSEBINDER COURSEGRAVEL BASE

Weeping from Pit FaceEst. High Ground Water

Standing Water in the Hole MOTTLING:Abundance

(USDA)

DEEP OBSERVATION HOLE LOGSoil TextureDeep

Hole

#

Depth

(inches)from surface Horizon

Soil(munsell)Soil Color

Depletion (D) Color

(inches)

Abundance/size/contrast

Soil Mottling

ContrastSize

(Structure, Stones,Consistency, % Gravel)

Other

969048

UNSUITABLEXSUITABLE X

ASSESSMENT OF DEEP HOLE:

DEPTH TO GROUND WATER: (in.)

DATE: INSITE JOB# 19-009SITE:CLIENT:

DEPTH TO BEDROCK:

TOWN:STREET:

REPAIR:MAP/LOT:

MICHAEL S. FARIA RI PE & SE, MA SE708

MIKE COSTA950 Taunton Avenue

Seekonk401-641-9000

10% ±SLOPE:NONE FOUND

NONE/SEE PICTURE RECORDWOODSCOMMERCIAL

Costa Development, LLCMANY, STONE WALL NEAR BYSURFACE STONES:

PERFORMED BY:

EXCAVATION CO.:WITNESSED BY:

VEGETATION:LAND USE:

ADDRESS:

PHONE #:

NAME:

25°F SUNWEATHER:

SITE SKETCH:

1-24-2020 33 LAKE STREETSeekonk16 / 186

XNEW:

(SEE SITE PLAN)

Massachusetts City or Town: Seekonk

Modified DEP Forms 11 & 12 - Soil Suitability Assessmentfor Drainage Design


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m: manyc: commonf: few

p: prominentd: distinctf: faint

2: medium1: fine

3: coarse

(DEP CERTIFIED SOIL EVALUATOR) PRINTED: SIGNED:

I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCTSOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE ANDEXPERIENCE DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION, AS INDICATED ON THIS SOILEVALUATION FORM, ARE ACCURATE AND IN ACCORDANCE TO 310 CMR 15.017.

TPD-1SANDY LOAMSANDY LOAM

12 - 240 - 12

Bw10YR3/210YR5/8 MOSTLY DEPLETED

ORGANIC SMEARING PRESENT--

--48

A

Concentration (C) Color

TPD1 TPD2

SANDY LOAM24 - 120 10YR6/2 GRAVELLY, COBBLES & STONES48" 2.5YR4/8C

COMMENTS: NONE

MICHAEL S. FARIA RI PE & SE, MA SE708

TPD-2SANDY LOAMSANDY LOAM

12 - 240 - 12



A

SANDY LOAM24 - 120 10YR6/2 GRAVELLY, COBBLES & STONES48" 2.5YR4/8CTPD-3

SANDY LOAMSANDY LOAM

12 - 240 - 12



A

SANDY LOAM24 - 120 10YR6/2 GRAVELLY, COBBLES & STONES48" 2.5YR4/8C

--48

TPD3

Date:MSF

Designed By:Scale:nts

Job #19-009 FEB 24, 2020



Applicant:



PAUL D.CARLSON

CIVILNO. 40995


FORP

COMM


TE T

ES IONALS

0.18 SQ. IN./LINEAL FT.

* FOR LONGITUDINAL (VERTICAL STANDING) REINFORCEMENT REFER TO ASTM C478 ITEM 8.1.2

NOT TO SCALE

TABLE 1

STEEL REINFORCEMENT



DIAMETER "D"

4'-0"

6'-0"

5'-0"

CATCH BASIN

5"

7"

6"

6"

8"

7"

"A" "B"CIRCUMFERENTIAL

REQUIRED *

PRECAST CONCRETE CATCH BASIN OR MANHOLE WITH

OIL AND WATER SEPARATOR

GENERAL NOTES:

1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60. SEE TABLE 1 FOR STEEL REINFORCEMENTREQUIREMENT.

2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAR FT. (BOTH WAYS).

3. CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS" WITH THEEXCEPTION OF PORTLAND CEMENT CONCRETE MIX DESIGN AND MATERIALS REQUIREMENTS, WHICH SHALL CONFORM WITH (MASSDOT ORRIDOT) STANDARD SPECS. ALL PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000 PSI, 3/4" AGGREGATE, TYPE II.

4. MORTAR SHALL CONFORM TO (MASSDOT OR RIDOT) STANDARD SPECS. FOR HIGHWAYS AND BRIDGES.

5. STEPS (NONE)

6. ONE POUR MONOLITHIC BASE SECTION.

7. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW-CUTTING AND/OR CORING ONLY. NO JACKHAMMERS,HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED.

8. RED CLAY BRICK SHALL CONFORM WITH RIDOT STANDARD SPECS. FOR HIGHWAYS AND BRIDGES.

9. ALTERNATE SLAB IS STEEL REINFORCED TO MEET OR EXCEED H-25 LOADING.

10. A 4 FLANGE SQUARE CATCH BASIN FRAME AND GRATE IS REQUIRED.

ALTERNATE TOP SLAB (SEE NOTE 9)

MANHOLE FRAME AND COVER OR CATCH BASIN FRAMEAND GRATE (SEE NOTE 10)

ADJUST TO GRADE AS REQUIREDUSING RED CLAY BRICK

BUTYL JOINT SEALANT TOTAL WIDTHOF WALL AND PIPE OPENINGS (TYP)

CROSS

HEAVY DUTY PIPE CLAMP ANDOFFSET MOUNTING BRACKET

PVC PIPE

SEE NOTE 2

"B""D"

2'-0""A"

2'-6"

BASE SECTION

PIPE OPENINGSCAST TO PLAN

RISER SECTION(OPTIONAL)

CONCENTRIC CONESECTION 12" THRU 24"

24" TYP SQUARE ORROUND

8" MIN.

AS REQ'D

4 1/2"24 1/4"

3"

8"

2"

8"

4 1/2"24 1/4"

24"

3"

2"

3/4"

2 1/2"3 1/16"

1/8"1 1/4"

24"

B

3/4"

3 3/4"

3/4" 1 1/4" 1/8"

3/4"

2 1/2"3 1/16"

SECTIONB-B

SQUARE CATCH BASIN FRAME & GRATE

NOT TO SCALE

SECTIONA-A

B

FOURTH FLANGEWHEREAPPLICABLE

AA

29 1/2"

3 3/4"



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TACK COAT

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GRAVEL SUBBASE

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COMPACTED SUBGRADE

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TOP COURSE

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BINDER COURSE

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PROCESSED

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TOP VIEW

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SIDE VIEW

of 7

7

Sheet

DETAIL SHEET

Professional Seal


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Revised:

Date:MSF


Job #19-009 FEB 24, 2020



Applicant:



MINIMUM WIDTH OFBOTTOM 3d" FOR 2/3LENGTHNOTES:

1. MAXIMUM LENGTHS USING 8' & 10' RADII, WITH90° ANGLE, ARE 4'-2" AND 5'-3" RESPECTIVELY.

2. MINIMUM LENGTH OF STRAIGHT OR CIRCULARFILLER PIECES TO BE 3'-0".

3. TOP SURFACE TO BE DRESSED BY SAW.

4. CIRCULAR CURB IS REQUIRED ON CURVESWITH RADII OF 100' OR LESS. STRAIGHT CURBTO BE USED ON CURVES OF MORE THAN 100'RADIUS.

5"

15"-17"

3'-0" MINIMUM

5"

5"

5'-3"

10' RADIUS

8' RADIUS

4'-2"

CIRCULAR CURB

PRECAST CONCRETE CURB

MINIMUM WIDTH OFBOTTOM 3d" FOR 2/3LENGTH

NOTES:

1. TOP SURFACE TO BE DRESSED BY SAW OR TOOL.

BATTEROPTIONAL

GRADE

TRANSITION CURB

6"

15"-17"

6'-0"

1d" BATTER 1d" BATTER (OPTIONAL)

5"

6' PRECAST TRANSITION CURB

NOT TO SCALE

GRASS SEED -SEE NOTES AND/OR

SPECS FOR SEEDMIX TYPE

COMMON BORROWAS REQUIRED TORAISE GRADE OREXISTING SUBSOILCOMPACTED

PROVIDE 6" MAX. GOODQUALITY FERTILE LOAMOR REUSE EXISTING ANDPROVIDE ADDITIONALLOAM AS REQUIRED FORMINIMUM DEPTH, REFERTO SPECIFICATIONS FORATHLETIC FIELDS

6" COMPACTEDSAND GRAVELBASE

LOAM AND SEED DETAIL

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NOTE:

1. WHERE THE SIDEWALK WIDTH IS 7.5' OR GREATER FOR BITUMINOUS CONCRETE AND 8.0' OR GREATER FOR CEMENTCONCRETE AND BRICK, THE BACK TRANSITION LENGTHS (LBH, LBL SHALL EQUAL ZERO (0). THEREFORE THE DIAGONALSCORE LINE SHALL MEET THE BACK CORNERS OF THE WHEELCHAIR RAMP. IT SHOULD BE NOTED THAT THE RAMP SLOPESHALL BE LESS THAN 11.0' FOR BITUMINOUS CONCRETE AND GREATER THAN 8.0' TO LESS THAN 11.0' FOR CEMENTCONCRETE AND BRICK.

2. TRANSITION CURB SHALL BE PART OF THE ACCESSIBLE RAMP WORK.

GUTTER LINE

SEE GENERAL ANDLOCATION PLAN FOR

SIDEWALK TYPE

SEE GENERAL ANDLOCATION PLAN FOR

CURB TYPE

W

WHEELCHAIR RAMP DETAIL

HIGH SIDE FRONT TRANSITION LENGTHSEE MHD STANDARD 107.9.0

LEGEND:

W = SIDEWALK WIDTH

W1 = PERPENDICULAR RAMP LENGTH

W2 = PARALLEL RAMP LENGTH

WC = CURB WIDTH

8% MAXIMUM

7.5% PREFERRED

1.6% M

AXIMUM

1.0% PRE

FERR

ED

8% MAXIMUM

7.5% PREFERRED

6.5' LOW SIDE TRANSITIONSEE TABLE 111A & B

7.5% PREFERRED8% MAXIMUM

W2

SLOPE FOR DRAINAGE

1.6% MAXIMUM CROSS

LEVEL LANDING

W1

4'

4'

7.5% PREFERRED

W2

8% MAXIMUM

1.6% M

AXIMUM

1.0% PRE

FERR

ED

wc

7.5% PREFERRED8% MAXIMUM

DETECTABLE WARNING PANEL

CEMENT CONCRETE

2'

5"

2"

6"

8"6"18"

26"

5"

STRIPE4" WHITE

27"

STRIPE4" WHITE

4" WHITE

STRIPE4" WHITE

45°

STRIPE

18'

3' O.C.

NOTE:

ACCESSIBLE PAVEMENT MARKING

9'8' FOR VAN

ACCESSIBILITY8'

ACCESSIBLE PARKING AND STANDARD STALLS

SEE ACCESSIBLEPAVEMENT MARKINGDETAIL THIS SHEET

1. ALL ACCESSIBLE PARKING AND SIGNAGE SHALL BE INCONFORMANCE WITH THE RULES & REGULATIONS OF OF THEARCHITECTURAL BARRIERS BOARD.

NOTE:

WHERE STALLS ABUT SIDEWALK, PARKING SIGNSSHOULD BE PLACED AT BACK EDGE OF SIDEWALK.

CEMENT CONCRETE CONTROL JOINT

1/4" RADIUS HAND TOOLED JOINT

INTEGRATED CURB AND SIDEWALK

BITUMINOUS CONCRETE ROADWAY.SEE LAYOUT PLANS FOR WIDTH AND GRADING PLANS FOR SLOPES

CEMENT CONCRETE SIDEWALK ANDINTEGRATED CURB.

SEE PLANS FOR LOCATION AND WIDTH

6" REVEAL

~

COMPACTEDSUBGRADE

SLOPE=0.015'/FT (0.02'/FT MAX.)

NOTES:

1. CEMENT CONCRETE FOR SIDEWALK SHALL ATTAIN COMPRESSIVE STRENGTH OF 4000 PSI (28 DAYS) WITH AIRENTRAINED CONTENT OF 7%.

2. CONSTRUCTION JOINTS WITH 1/4" PREMOLDED EXPANSION JOINT FILLER SHALL BE PLACED EVERY 20 FEET.

3. IF SIDEWALK IS TO ABUT A SMOOTH WALL, FOUNDATION OR STATIONARY OBJECT, PLACE THE EXPANSION JOINTFILLER FULL DEPTH, BETWEEN SIDEWALK CONCRETE AND SURFACE OF WALL, FOUNDATION OR STATIONARY OBJECT.

4. IF SIDEWALK IS TO ABUT AN IRREGULAR WALL, FOUNDATION OR STATIONARY OBJECT, PLACE THE EXPANSIONJOINT FILLER FULL DEPTH, FOUR (4) INCHES FROM IRREGULAR SURFACE, AND POUR CONCRETE BETWEEN THE ABOVEMENTIONED SURFACES AND THE EXPANSION JOINT MATERIAL.

5. THE FORCING OF PREMOLDED EXPANSION JOINT FILLER INTO FRESHLY PLACED CONCRETE WILL NOT BE ALLOWED.

LIMIT OFEXCAVATION

(MINIIMUM SPACING 4' OR AS INDICATED ON THE PLANS)

PROCESSED GRAVEL

NOTES:

6. THE MAXIMUM TOLERANCE FOR THE 4" CONCRETE THICKNESS IS ±1/2".

7. GRAVEL BORROW SHALL CONFORM TO MADOT STD. SPECIFICATION MATERIALS SECTION

VARIES

12"

12"

NOTES:

1. LOAM MOVED SHALL BE RETAINED AND DISTRIBUTED ON THE SITE IN ACCORDANCE WITHTHE PLANS. STOCKPILED LOAM SHALL NOT BE MIXED WITH ANY SUBSOIL OR UNSUITABLEMATERIALS. NEW LOAM IF REQUIRED SHALL BE FERTILE,FRIABLE MEDIUM TEXTUREDSANDY LOAM FREE OF STUMPS, STONES,ROOTS AND OTHER MATTER ONE INCH (1") ORGREATER IN DIAMETER. THE PH SHALL BE BETWEEN 5.5 AND 7.5.

2. LAWN PREPARATION: ALL DEBRIS AND INORGANIC MATERIAL SHALL BE REMOVED FROMTHE SUBGRADE. PRIOR TO THE SPREADING OF ANY LOAM, AREAS SHALL BE RESHAPEDAND DRESSED WITH CLEAN LOAM AS REQUIRED TO OBTAIN A SMOOTH SURFACE.SUBGRADE TO BE SCARIFIED AND LOOSEN IN AREAS WHERE COMPACTION HAS OCCURRED.LOAM TO BE SPREAD TO A DEPTH OF SIX INCHES (6"). A STARTER FERTILIZER (10-20-10)AT A RATE OF 20LBS. PER 1000 SQUARE FEET AND LIME AT A RATE OF 40LBS. PER 1000SQUARE FEET. THE LOAM SHALL BE ROLLED TO CREATE A SMOOTH SURFACE.

3. SEEDING SHALL TAKE PLACE BETWEEN MARCH 15 AND MAY 31 OR AUGUST 15 AND OCTOBER15. SEED SHALL BE PURE, L.IVE, FRESH SEED FROM COMMERCIAL SOURCES AND LABELEDIN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. THE SEED MIXTURE SHALL BE:

PROPORTION TYPE WEIGHTHENREYS HARD FESCUE 24.78%AZURE SHEEPS FESCUE 24.78%AMBROSE CHEWINGS FESCUE 24.67%CREEPING RED FESCUE 24.63%

*INERT MATERIAL TO BE LESS THAN 2.5% MAX.

PRECAST CONCRETE CAR STOPS

END VIEWFRONT VIEW

NOTES:

NOT TO SCALE

9"

1'

1" Ø HOLE

4'-0"

TOP VIEW

6'-0"

1' 3"3"

1"6"6"

1. THE TOP AND ALL EXPOSED FACE SURFACES TO 1" BELOW GUTTER LINE SHALL HAVE A SPONGE FLOATSURFACE.

2. ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER3. PRECAST CONCRETE CAR STOPS INCLUDE FURNISHING AND DRIVING 3/4"x 18" STEEL RODS.

DUMPSTER PAD AND ENCLOSURE DETAIL

2.0'

5.0'

11.0'EQ

spacing pipe

1.0'

EQ

EQ

EQ

6.0'

0.5'

0.5'

0.5'

1'

0.5'

L

EQ 0.5'

5.0' 0.5'

1/8" TENSION WIRE WITH A 3" "EYE& EYE" TURNBUCKLE, WIRE ROPETHIMBLES AND CLAMPS. SECUREEACH END OF WIRE WITH SCREWEYEBOLTS.

PLACE LOWER END OFBRACE TOWARDS THEHINGE, NOT THE LATCH

2x4 TREATED WOODSTRINGERAND BRACE (TYP.)

WOOD PICKET (TYP.)1 x 6 TREATED

4"

HEAVY DUTY DOOR SECURITY SURFACEBOLT

HEAVY DUTY WROUGHTSTEEL T-HINGE (TYP.)

LEAF = 5'

GATE OPENING = 10'

8" (TYP.)

6'

6" GRAVEL BASE

1 x 6 TREATEDWOOD PICKET (TYP.)

COMPACTEDSUBGRADE (TYP.)

CL

GRADE

6"

LAWN AND STREET SIDE

4"

4 x 4 TREATEDWOOD POST (TYP.)

8'-0" POST FACETO FACE (MAX.)

(TYP.)

CONCRETEFOUNDATION

4"

CL

4"

3'-0"

6'-0"

1/2" SLOPE

BE A RECTANGULAR SHAPE

2 x 6 TREATED WOODCROSS BRACE (TYP.)

1 x 6 TREATED WOOD PICKET (TYP.)

TOP OF CONC. FOUNDATION TO

ATTACH EACH 2 x 6 CROSSBRACE TO THE 4 x 4 TREATEDWOOD POST WITH 2-3" x 1/4"GALVANIZED LAG BOLTS WITHWASHERS (TYP.)

THE TOP AND BOTTOM WOODCROSS BRACES SHALL BE PLACED6" FROM THE END OF THE WOODPICKETS. THE MIDDLE BRACESHALL BE CENTERED WITHIN THEFENCE.

4 x 4TREATEDWOODPOST(TYP.) ATTACH EACH 1 x 6 WOOD PICKET

TO THE 2 x 6 CROSS BRACE WITH3 GALVANIZED NAILS (TYP.)

INSTALL 1 x 6 BOARDS VERTICALLY, 2 x 6'S MAYSLOPE OR BE HORIZONTAL TO ACCOUNT FOR GRADECHANGES. SPACE 1 x 6 BOARDS EQUALLY (3/8" MAX.)

4 x 4 TREATED WOOD POST(TYP.) MECHANICAL UNIT SIDE

INSTALL 1 x 6 BOARD AT ENDOF FENCE IF SIDE IS VISIBLE

2.0' 2.0' 2.0' 1'

PAUL D.CARLSON

CIVILNO. 40995


FORP

COMM


TE T

ES IONALS



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Lake (public Way) (route 44 - 70' wide - public)TAUNTON AVENUE · 2020. 9. 11. · rear= 50' 1. lot...

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Transcript of Lake (public Way) (route 44 - 70' wide - public)TAUNTON AVENUE · 2020. 9. 11. · rear= 50' 1. lot...