Oceanview Fitness Center Expansion Project - Falmouth ME |

20 BLUEBERRY LANE, FALMOUTH, MAINE, 04105Oceanview Fitness Center Expansion Project

BELANGER ENGINEERING63 SECOND AVENUEAUGUSTA, ME 04330

(207) 622-0543

LICHT ENVIRONMENTAL DESIGN35 FRAN CIRCLEGRAY, ME 04330(207) 749-4924

GAWRON / TURGEON ARCHITECTS29 BLACK PT. ROAD

SCARBOROUGH, MAINE 04074207-883-6307

TITCOMB ASSOCIATES39 COURT STREETBATH, ME 04530(207) 443-9199

DESIGNCONSULTANTS:

LAYOUT NOTES:

GRADING AND DRAINAGE NOTES:

EROSION CONTROL NOTES:

GENERAL NOTES:

May 8, 2018LOCATION MAP Town Approval Set

ANTHONY MANCINI, INC.179 SHERIDAN STREET

PORTLAND, MAINE 04101(207) 774-5829

BENCHMARK CONSTRUCTION COMPANY34 THOMAS DRIVE

WESTBROOK, ME 04092(207)-591-7600

DAVE HAYNESMAINE REGISTERED LANDSCAPE ARCHITECT

OCEAN VIEW RETIREMENT COMMUNITY207-653-9427

SHEET INDEX:C0 Civil General Notes and Legend1 of 1 Subdivision plan - Titcomb AssociatesC1 Existing Conditions & Removals Plan - 20 ScaleC2 Overall Site Development Plan - 20 ScaleC3 Grading and Utility Plan - 10 ScaleC4 Landscape Plan - 10 ScaleC5 Erosion Control and Site Stabilization PlanC6-C7 Civil DetailsPre Pre Development Stormwater PlanPost Post Development Stormwater PlanA001 Garage Parking PlanA101 OV Fitness Floor PlanA303 Second Floor PlanA304 Third Floor PlanA 401 Building Elevations

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:

Email: [email protected]

TOWN AND STATE APPROVALS

STORMWATER MANAGEMENTSITE PLANNING & DESIGN

ROAD AND UTILITY DESIGN

RESIDENTIAL SUBDIVISIONSCOMMERCIAL PROJECTS

ENGINEERINGCONSULTING ENGINEERS

BELANGER

63 Second Avenue , Augusta, Maine 04330 Ph 207-622-1462, Cell 207-242-5713

EROSION CONTROL PLANS

FIELD WK:

DATE:

S

BELANGER

M

CHRISTOPHER

LF

S

ESI NO A

NECI

L

TA

S.

ORP

9098

S

T FOE

D N

ENE IG

IA N

EER

E

Civil Notes and Legend

Oceanview Fitness Center Expansion Project20 Blueberry Lane, Falmouth, Maine

Oceanview Retirement CommunitySeacoast Management Company

5-8-20185-8-2018

C0TITCOMB

CSBCSB

1. 4-4-2018 Submit to Town and Maine DEP CSB

2. 5-8-2018 Submit to Town CSB

LEGEND:

AutoCAD SHX Text

1. ALL DIMENSIONING, UNLESS NOTED OTHERWISE, IS TO THE FACE OF CURB OR BUILDING. ALL DIMENSIONING, UNLESS NOTED OTHERWISE, IS TO THE FACE OF CURB OR BUILDING. 2. OFFSETS TO CATCH BASINS AND MANHOLES ARE TO THE CENTER OF THE FRAME. OFFSETS TO CATCH BASINS AND MANHOLES ARE TO THE CENTER OF THE FRAME. 3. PIPE LENGTH EQUALS THE CENTER TO CENTER DISTANCES BETWEEN CATCH BASINS AND/OR PIPE LENGTH EQUALS THE CENTER TO CENTER DISTANCES BETWEEN CATCH BASINS AND/OR MANHOLES MINUS ONE HALF THE DIAMETER OF EACH CATCH BASIN OR MANHOLE. 4. BOUNDARY INFORMATION ON LAYOUT PLAN IS FOR REFERENCE ONLY, REFER TO ALTA SURVEY FOR BOUNDARY INFORMATION ON LAYOUT PLAN IS FOR REFERENCE ONLY, REFER TO ALTA SURVEY FOR ACTUAL SURVEY AND BOUNDARY SURVEY REFERENCES. 1. UNLESS OTHERWISE NOTED, ALL STORM DRAIN PIPE SHALL BE IN ACCORDANCE WITH MDOT UNLESS OTHERWISE NOTED, ALL STORM DRAIN PIPE SHALL BE IN ACCORDANCE WITH MDOT SPECIFICATIONS SECTION 603. PIPE CULVERTS AND STORM DRAINS, LATEST REVISION WITH THE EXCEPTION THAT THE ONLY ACCEPTABLE TYPES OF PIPE ARE AS FOLLOWS: REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE (PVC) POLYVINYL CHLORIDE PIPE (PVC) SMOOTH BORE HDPE POLYETHYLENE PIPE SMOOTH BORE HDPE POLYETHYLENE PIPE 2. TOPSOIL STRIPPED IN AREAS OF CONSTRUCTION THAT IS SUITABLE FOR REUSE AS LOAM SHALL BE TOPSOIL STRIPPED IN AREAS OF CONSTRUCTION THAT IS SUITABLE FOR REUSE AS LOAM SHALL BE STOCKPILED ON SITE AT A LOCATION TO BE DESIGNATED BY OWNER. UNSUITABLE SOIL SHALL BE SEPARATED, REMOVED AND DISPOSED OF AT AN APPROVED DISPOSAL LOCATION OFF SITE. 3. THE CONTRACTOR SHALL ANTICIPATE THAT GROUNDWATER WILL BE ENCOUNTERED DURING THE CONTRACTOR SHALL ANTICIPATE THAT GROUNDWATER WILL BE ENCOUNTERED DURING CONSTRUCTION AND SHALL INCLUDE SUFFICIENT COSTS WITHIN THEIR BID TO PROVIDE DEWATERING AS NECESSARY. NO SEPARATE PAYMENT SHALL BE MADE TO THE CONTRACTOR FOR DEWATERING. 1. LAND DISTURBING ACTIVITIES SHALL BE ACCOMPLISHED IN A MANNER AND SEQUENCE THAT LAND DISTURBING ACTIVITIES SHALL BE ACCOMPLISHED IN A MANNER AND SEQUENCE THAT CAUSES THE LEAST PRACTICAL DISTURBANCE OF THE SITE. SEE EROSION CONTROL PLAN FOR EROSION CONTROL SEQUENCING. 2. ALL EROSION CONTROL METHODS IMPLEMENTED SHALL CONFORM TO THE MAINE EROSION AND ALL EROSION CONTROL METHODS IMPLEMENTED SHALL CONFORM TO THE MAINE EROSION AND SEDIMENT CONTROL HANDBOOK FOR CONSTRUCTION BEST MANAGEMENT PRACTICES BY THE CUMBERLAND COUNTY SOIL WATER CONSERVATION DISTRICT, AND THE DEPARTMENT OF ENVIRONMENTAL PROTECTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL PLACE THE EROSION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL PLACE THE EROSION CONTROL BMPS INCLUDING SILT FENCE, BERMS, EROSION CONTROL MIX, ETC.. THE CONTRACTOR SHALL INSPECT THE BARRIER AND OTHER PREVENTATIVE MEASURES BI-WEEKLY, BEFORE ANY PREDICTED RAIN EVENT, AND AFTER ANY RAIN EVENT. THE CONTRACTOR SHALL REMOVE ANY ACCUMULATED SILT AND/OR MAKE REPAIRS AS NECESSARY. 4. THE CONTRACTOR IS CAUTIONED THAT FAILURE TO COMPLY WITH THE SEQUENCE OF THE CONTRACTOR IS CAUTIONED THAT FAILURE TO COMPLY WITH THE SEQUENCE OF CONSTRUCTION, EROSION/SEDIMENT CONTROL PLAN, AND OTHER PERMIT REQUIREMENTS MAY RESULT IN MONETARY PENALTIES. THE CONTRACTOR SHALL BE ASSESSED ALL SUCH PENALTIES AT NO COST TO THE OWNER OR PERMITTEE.

AutoCAD SHX Text

1. TOPOGRAPHIC DATA IS BASED ON COMPILATIONS OF INFORMATION INCLUDING AERIAL INFORMATION, TOPOGRAPHIC DATA IS BASED ON COMPILATIONS OF INFORMATION INCLUDING AERIAL INFORMATION, ON THE GROUND SURVEY, APPROVED DESIGN PLANS, AND FIELD OBSERVATIONS. MULTIPLE ON THE GROUND SURVEYS HAVE BEEN COMPLETED BY TITCOMB ASSOCIATES ON THE PROJECT OVER THE LAST SEVERAL YEARS. SOME IMPROVEMENTS HAVE BEEN LOCATED BY SURVEY OVER TIME AND MAY BE OUT OF DATE. SOME PORTIONS OF THE PLAN, NOT PROPOSED TO BE IMPACTED, CONTAIN APPROVED DESIGN DATA. AREAS THAT WILL BE IMPACTED BY THE PROPOSED IMPROVEMENTS HAS BEEN VERIFIED BY AN EXISTING CONDITIONS SURVEY COMPLETED FOR THE PROJECT IN 2012 and 2015 BY TITCOMB ASSOCIATES. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THE ELEVATION OF THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THE ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES AND IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANY AND DIG SAFE (1-800-DIG-SAFE) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS ETC. 4. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS OR BERMS. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS OR BERMS. 5. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO FINISH GRADE WITHIN LIMITS OF WORK. 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC AND FIRE ALARM). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE, INVERTS AND TYPES OF EXISTING THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE, INVERTS AND TYPES OF EXISTING PIPES AT ALL PROPOSED POINTS OF CONNECTION PRIOR TO ORDERING MATERIALS. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATIONS, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT. 8. ALL AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED BY THE ALL AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. ALL AREAS DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT SHALL RECEIVE 6 INCHES OF LOAM AND SEED. 9. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS. 11. ALL PROPERTY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET TO THEIR ALL PROPERTY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET TO THEIR ORIGINAL LOCATION BY A MAINE REGISTERED PROFESSIONAL LAND SURVEYOR (PLS) AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PREPARE AN AS-BUILT PLAN SURVEY SHOWING LOCATIONS OF ALL SURFACE FEATURES AND SUBSURFACE UTILITY SYSTEMS INCLUDING THE LOCATION TYPE, SIZE AND INVERTS. 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO EARTHWORK OPERATION CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO EARTHWORK OPERATION AND MAINTAIN ALL EROSION CONTROL MEASURES AND SEEDED EMBANKMENTS DURING CONSTRUCTION. EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT OF ALL LANDSCAPED AREAS. AL WORK SHALL BE IN COMPLIANCE WITH THE ENVIRONMENTAL QUALITY HANDBOOK FOR EROSION AND SEDIMENT CONTROL, LATEST EDITION, AS ADOPTED BY THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION. 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ALL MATERIALS AND CONSTRUCTION METHODS USED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL ALL MATERIALS AND CONSTRUCTION METHODS USED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO ALL LOCAL MUNICIPAL STANDARDS AND MAINE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 15. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

AutoCAD SHX Text

THIS DOCUMENT IS ISSUED FOR INFORMATIONAL PURPOSES ONLY. THE DATA SHOWN HEREON IS SUBJECT TO REVISION.

AutoCAD SHX Text

%%uNOT FOR CONSTRUCTION

AutoCAD SHX Text

%%uPROGRESS PLAN

AutoCAD SHX Text

Falmouth

AutoCAD SHX Text

Road

AutoCAD SHX Text

Lunt Rd.

AutoCAD SHX Text

Merrill

AutoCAD SHX Text

Road

AutoCAD SHX Text

I-295

AutoCAD SHX Text

SITE

AutoCAD SHX Text

Blueberry Ln.

AutoCAD SHX Text

Middle Road

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

S

AutoCAD SHX Text

100

AutoCAD SHX Text

(100.00)

AutoCAD SHX Text

100

AutoCAD SHX Text

100.00

AutoCAD SHX Text

GAS

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

UE

AutoCAD SHX Text

UE

AutoCAD SHX Text

12"SD

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

WV

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

15

AutoCAD SHX Text

B=106.4

AutoCAD SHX Text

T=106.9

AutoCAD SHX Text

IRON PIPE OR MONUMENT

AutoCAD SHX Text

BENCH MARK (SEE NOTES)

AutoCAD SHX Text

TRAVERSE STATION

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER GATE VALVE

AutoCAD SHX Text

BLOW-OFF/CLEAN-OUT

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

POLE W/SINGLE LIGHT

AutoCAD SHX Text

POLE W/DOUBLE LIGHT

AutoCAD SHX Text

SPOT LIGHT & WALL LIGHT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

HANDICAP SYMBOL

AutoCAD SHX Text

PAVEMENT PAINT MARKINGS

AutoCAD SHX Text

PARKING SPACE COUNT

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

EASEMENTS

AutoCAD SHX Text

SETBACK/BUFFER

AutoCAD SHX Text

SOILS BOUNDARY

AutoCAD SHX Text

WETLAND BOUNDARY

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

CONCRETE SLIPFORM

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

ROAD CENTERLINE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

STORM DRAIN(SEE PLAN FOR SIZE)

AutoCAD SHX Text

SEWER LINE(SEE PLAN FOR SIZE)

AutoCAD SHX Text

WATER LINE(SEE PLAN FOR SIZE)

AutoCAD SHX Text

NATURAL GAS LINE(SEE PLAN FOR SIZE)

AutoCAD SHX Text

UNDERGROUND POWER,PHONE,CABLE CONDUIT

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

SPOT: CURB TOP & BOTTOM

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

CATCH BASIN HAY BALE BARRIER

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

WOOD GUARD RAIL

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WATER SHUT-OFF

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

WELL

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WmB

AutoCAD SHX Text

Au

AutoCAD SHX Text

FM

AutoCAD SHX Text

FM

AutoCAD SHX Text

SEWER FORCE MAIN(SEE PLAN FOR SIZE)

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CLEARING LIMIT

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

TEST PIT

AutoCAD SHX Text

SE

AutoCAD SHX Text

UNDERGROUND SECONDARY POWER LINES

AutoCAD SHX Text

SE

AutoCAD SHX Text

PAVEMENT OVERLAY

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text

"NIC"

AutoCAD SHX Text

"NIC"

AutoCAD SHX Text

WC

AutoCAD SHX Text

CHILLER LINES

AutoCAD SHX Text

WC

AutoCAD SHX Text

&

AutoCAD SHX Text

BOLLARD LIGHT

AutoCAD SHX Text

GRANITE CURB

AutoCAD SHX Text

VERTICAL CONCRETE CURB

AutoCAD SHX Text

WmB

AutoCAD SHX Text

Au

AutoCAD SHX Text

&

AutoCAD SHX Text

P

AutoCAD SHX Text

GV

AutoCAD SHX Text

RESIDENTIAL SEWER PUMP STATION

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GV

AutoCAD SHX Text

TP

AutoCAD SHX Text

TP

AutoCAD SHX Text

OCEAN

AutoCAD SHX Text

VIEW

140

B

l

u

e

b

e

r

r

y

L

a

n

e

M

a

r

i

o

n

W

a

y

C

o

l

l

e

g

i

a

t

e

L

n

.

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

Existing Conditions and Removals Plan

5-8-2018

1"=20'

C15-8-2018

N

S

W

E

BlueberryCommonsBuilding 14

Hilltop Lodge

GarageAccess

Cut and remove existinggas main as required to

avoid new addition

Confirm Existing SewerService Location

Re-locate if impacted bynew addition

Remove and Re-locateexisting boulder wall

as needed to install GeneratorPad and Fencing

Existing Filter Pondto remain after wall

construction

Raise outlet structure0.2' and cut 2" notch

See site plans

Verify Water Servicewith PWD. PWD to

determine replacement

Remove / RelocateExisting Catch Basin

Remove andRe-construct Existingdriveway and GarageAccess to accomodate

new grading and Garage

Existing slot drain toremain, install new butt

joint at slot drainconcrete encasement

Remove Existing culvertunder new addition

Existing Phone andCable conduits to be cut

and re-located.Coordinate with Mancini

Electric

Remove existing generator, chiller units,and other mechanical devices asrequired to install new addition

Re-locate utilities to maintain service toBlueberry Commons and Building 14

Existing 6" waterand 2" service to be

removed

RemoveLight

Remove Walkway,Concrete Pads and

Doors impacted by newaddtion

Existing GasService Meter

to be re-located

Cut-back guardrail and re-locate as

required for new boulderwall and generator



Sawcut and remove existing pavementas required for new addition and

utility installations. Install shiplap andbutt joints as required to match

pavement to remain

GarageAccess

Connector to remain

Water Main

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

(147.0)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(136.6)

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

G

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

AV

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

TV/TEL

AutoCAD SHX Text

TV/TEL

AutoCAD SHX Text

TV

AutoCAD SHX Text

TEL

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

AV

AutoCAD SHX Text

WV

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

20

AutoCAD SHX Text

80

AutoCAD SHX Text

10

AutoCAD SHX Text

S

AutoCAD SHX Text

BELANGER

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

CHRISTOPHER

AutoCAD SHX Text

L

AutoCAD SHX Text

F

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

S.

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

P

AutoCAD SHX Text

9098

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

Oceanview Fitness Center Development Project

AutoCAD SHX Text

Blueberry Lane, Falmouth, Maine

AutoCAD SHX Text

Seacoast Management Company

AutoCAD SHX Text

20 Blueberry Lane, Falmouth, Maine

AutoCAD SHX Text

1.

AutoCAD SHX Text

4-4-2018

AutoCAD SHX Text

Submit to Town of Falmouth and Maine DEP

AutoCAD SHX Text

CSB

AutoCAD SHX Text

2.

AutoCAD SHX Text

5-8-2018

AutoCAD SHX Text

Submit to Town of Falmouth

AutoCAD SHX Text

CSB

AutoCAD SHX Text

Prepared in Association with:

R=15'

140

B

l

u

e

b

e

r

r

y

L

a

n

e

M

a

r

i

o

n

W

a

y

C

o

l

l

e

g

i

a

t

e

L

n

.

18'

R=15'

5.5'

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

Site Development Plan

5-4-2018

1"=20'

C25-4-2018

N

S

W

E

BlueberryCommonsBuilding 14FF=149.0

Hilltop LodgeGarageAccess

Existing Filter Pond to remainafter wall construction

Cover and protect filter bedduring construction





GarageAccess

Connector to remain

Water Main

Existing Entrance to be replaced,coordinate with Town of

Falmouth Engineering andBlueberry Lane improvements

Install and Maintain astabilized

construction entrance

Connector to remain

Remove/Re-locate existing6" and 2" water services,

re-connect and extend to newaddition utility room

Raise Rim 0.2' (2.5")Install 2" notch

inv=141.0

Proposed FitnessCenter Addition

6,250 s.f.(basement footprint)

FF=148.35

136.60'

Sewerinv=134.83

6" Fire &2" Domestic

Phone and Cable forFitness and Building 14

Re-located Gas MainCoordinate with Dead

River Company


River Company

Sawcut and RemovePavement to install addition and utilitiesSee butt joint and shiplap joint details

136.60'136.40'

Install New Entrance andADA ramp, walkway, and rails

New Boulder Wallbottom 137.5 (2' below grade)

top 146.0±

New Concrete Padand Generator

Protect Existing Light,Storm Drain, and

Guard rail

Preserve Wallin this area

Install new walkthrough woods

locate to avoid treecutting



Proposed slot drain,type F basin, and Stone

Drip Edge with 1.5" stoneSlot Top Grate=136.4±

inv=135.0±

Re-locatedStorm DrainRim=138.5±

Install New Catch BasinRim=145.80

connect existing 6"underdrain (field verify)

12" outlet=144.20

137'

141'

140'

139'

138'

Roof driplinedripedgeSee Detail

W=4', D=2.5'


W=4', D=2.5'


W=4', D=2.5'


W=6', D=2.5'

New 12" storm drainto CB 105

Core hole into structureS=0.0058, L=68'

Elevator PitTie sump intoSewer Line

Existing Door

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

(147.0)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(136.6)

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

29'

AutoCAD SHX Text

9'

AutoCAD SHX Text

6'

AutoCAD SHX Text

18'

AutoCAD SHX Text

25'

AutoCAD SHX Text

18'

AutoCAD SHX Text

24'

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

G

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

AV

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

31.5'

AutoCAD SHX Text

24'

AutoCAD SHX Text

22'

AutoCAD SHX Text

6'

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

G

AutoCAD SHX Text

WV

AutoCAD SHX Text

AV

AutoCAD SHX Text

WV

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

20

AutoCAD SHX Text

80

AutoCAD SHX Text

10

AutoCAD SHX Text

S

AutoCAD SHX Text

BELANGER

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

CHRISTOPHER

AutoCAD SHX Text

L

AutoCAD SHX Text

F

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

S.

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

P

AutoCAD SHX Text

9098

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

Oceanview Fitness Center Expansion Project

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1.

AutoCAD SHX Text

4-4-2018

AutoCAD SHX Text


AutoCAD SHX Text

CSB

AutoCAD SHX Text

2.

AutoCAD SHX Text

5-4-2018

AutoCAD SHX Text

Re-submit to Town of Falmouth

AutoCAD SHX Text

CSB

AutoCAD SHX Text


B

l

u

e

b

e

r

r

y

L

a

n

e N

S

W

E

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

Grading and Utility Plan

5-8-2018

1"=10'

C35-8-2018

BlueberryCommonsBuilding 14FF=149.0

Hilltop Lodge

GarageAccess

Existing Filter Pond to remainafter wall construction

Cover and protect filter bedduring construction

BlueberryCommonsBuilding 16Connector to remain

Existing Entrance to be replaced,coordinate with Town of

Falmouth Engineering andBlueberry Lane improvements



Remove/Re-locate existing6" and 2" water services,

re-connect and extend to newaddition utility room

Raise Rim 0.2' (2.5")Install 2" notch

inv=141.0

Proposed FitnessCenter Addition

6,250 s.f.(basement footprint)

FF=148.35

136.60'

Sewerinv=134.83

6" Fire &2" Domestic

Phone and Cable forFitness and Building 14


River Company


River Company

Sawcut and RemovePavement to install addition and utilitiesSee butt joint and shiplap joint details

136.40'

Install New Entrance andADA ramp, walkway, and rails

New Boulder Wallbottom 137.5 (2' below grade)

top 146.0±

New Concrete Padand Generator

Protect Existing Light,Storm Drain, and

Guard rail

Preserve Wallin this area

Install new walkthrough woods

locate to avoid treecutting

Proposed slot drain,type F basin, and Stone

Drip Edge with 1.5" stoneSlot Top Grate=136.4±

inv=135.0± Install New Catch BasinRim=145.80

connect existing 6"underdrain (field verify)

12" outlet=144.20

137'141'

140'

139'

138'


W=4', D=2.5'


W=6', D=2.5'

New 12" storm drainto CB 105

Core hole into structureS=0.0058, L=68'

Elevator PitTie sump intoSewer Line

Existing Door




W=4', D=2.5'


W=4', D=2.5'

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

(147.65)

AutoCAD SHX Text

(136.6)

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

(146.2)

AutoCAD SHX Text

S

AutoCAD SHX Text

WV

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

WV

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

10

AutoCAD SHX Text

40

AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text

S

AutoCAD SHX Text

BELANGER

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

CHRISTOPHER

AutoCAD SHX Text

L

AutoCAD SHX Text

F

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

S.

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

P

AutoCAD SHX Text

9098

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1.

AutoCAD SHX Text

4-4-2018

AutoCAD SHX Text


AutoCAD SHX Text

CSB

AutoCAD SHX Text

2.

AutoCAD SHX Text

5-8-2018

AutoCAD SHX Text


AutoCAD SHX Text

CSB

N

S

W

E

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

Landscape Plan

5-8-2018

1"=10'

C45-8-2018

Landscape Notes:1. All disturbed areas to be re-vegetated with grass shall receive 4in. topsoil loam with hydro-seed or sod as indicated on plans.2. Prior to plant installation the Contractor shall meet with theLandscape Architect for a pre-construction meeting.3. Plant beds shall receive 10-12 in. of prepared topsoil loamapproved by the Landscape Architect.4. The Landscape Architect shall approve plant spacing and layoutprior to planting.5. Contractor shall verify Plant Schedule with planting plans. Ifconflicts exist provide higher number of plants.6. Quality and installation of plant materials shall be as indicated inconstruction details and as specified by "The American Standard forNursery Stock and as shown on construction detail drawings.7. The Landscape Contractor shall construct curvilinear plant bedsaround and under all shrub plantings to outside limit of branching.Plant beds shall be mulched with 3 in. deep dark decomposed mulch.8. All tags ,labels or other foreign material shall be removed fromplant material limbs and stems.9. All plant material substitutions shall be applied for in writing forapproval by the Landscape Architect. Approval of plant varietysubstitutions shall be based on similar characteristics of the specifiedplant - mature size, color, bloom times, branching habit, shape, solarand soil preferences.10. Final spacing of street trees to be field determined based upondriveway curb cuts, utility service stops, view sheds and landscapebuffers to be preserved.

Landscape ScheduleExisting Trees and Shrubs to be Removed from Project AreaKey QuanBotanical & Common Name Ht. Spr. NotesVA 1 Viburnum X rhytidophylloides “Alleghany” #5 B

Alleghany ViburnumEC 1 Enkianthus companulatus #5 B

Redvein Enkianthus1 Berberis thunbergii “Crimson Pygmy” #3 A

Crimson Pygmy Barberry1 Physocarpus opulifolius “Diabolo” #5 A

Diabolo Ninebark2 Chamaecyparis pisifera “Gold Mop” #3 A

Gold Mop Falsecypress1 Euonymus alatus compactus #5 A

Dwarf Burningbush2 Abies balsamea phanerolepis “Canaan” 12 ft. A

Canaan Balsam FirPG 2 Picea glauca 12 ft. Two (2) B

White Spruce1 Betula nigra “Heritage” 16 ft. clump A

Heritage River BirchVS 3 Viburnum tomentosum “Shasta” (3) B

Shasta Doublefile Viburnum1 Prunus subhirtella var. pendula 5 in. cal. A

Weeping CherryCS 3 Cornus sericea “Baileyi” #5 (3)B

Red Twig Dogwood

Landscape Schedule Notes:A.Plant material to be removed and transplanted elsewhere within the OceanView community.

B.Plant material to be removed, healed-in, and saved for planting within the proposed project area.

New Trees, Shrubs, Vines and Groundcover to be PlantedKey Quan. Botanical and Common Name Height Spread NotesShrubs:AK 3 Azalea “Karen” #3 cont.

Karen AzaleaRM 1 Rhododendron maximum “Roseum” #5 cont.

English Roseum RhododendronTN 2 Taxus X media “Nigra” 18-24 in.

Nigra Spreading YewVC 7 Vaccinium corymbosum #3 cont. Var.

Highbush Blueberry (varieties)Vines:HP 1 Hydrangea anomala petiolaris #3 cont

Climbing HydrangeaGroundcover:PT 100 Pachysandra terminalis flat cuttings

Japanese Spurge

Blueberry Lane

OceanviewFitness Center

GarageAccess

GarageAccess


Hilltop Lodge

AutoCAD SHX Text

1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

0

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

10

AutoCAD SHX Text

40

AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text

S

AutoCAD SHX Text

BELANGER

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

CHRISTOPHER

AutoCAD SHX Text

L

AutoCAD SHX Text

F

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

S.

AutoCAD SHX Text

O

AutoCAD SHX Text

O

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

P

AutoCAD SHX Text

9098

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

O

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1.

AutoCAD SHX Text

4-4-2018

AutoCAD SHX Text


AutoCAD SHX Text

CSB

AutoCAD SHX Text

2.

AutoCAD SHX Text

5-8-2018

AutoCAD SHX Text


AutoCAD SHX Text

CSB

AutoCAD SHX Text


48"

60"

18"

4" EROSION

CONTROL MIX

THE FILTER BERM SHALL CONSIST OF AN EROSION CONTROL MIX/BARK MULCH MIX OR RECYCLED

COMPOSTED BARK FLUME GRIT AND FRAGMENTED WOOD GENERATED FROM WATER FLUME LOG

HANDLING SYSTEMS. COMPARABLE COMPOSTED MIXES CAN BE USED UPON WRITTEN APPROVAL OF THE

ENGINEER.

THE MIX SHALL CONFORM TO THE FOLLOWING: pH BETWEEN 5.0-8.0, PARTICLE SIZE - 100% PASSING

THROUGH A 6" SCREEN AND 80% RETAINED ON A 3/4" SCREEN, SOLUBLE SALTS CONTENT SHALL BE LESS

THAN 4.0 mmhos/cm.

THE COMPOSTED BERM SHALL BE PLACED, UNCOMPACTED, ALONG A RELATIVELY LEVEL CONTOUR.

THE BERM MAY BE USED IN COMBINATION WITH SILT FENCE TO IMPROVE SEDIMENT REMOVAL AND

PREVENT CLOGGING OF THE BERM BY LARGER SEDIMENT PARTICLES (SILT FENCE PLACED ON THE

UPHILL SIDE OF BERM).

F

I

L

L

S

L

O

P

E

EXISTING

GRADE

Erosion Control Mix Filter Berm

NOT TO SCALE

http://www.maine.gov/dep/land/erosion/escbmps/index.html

:

TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES:

···

··

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

S

BELANGER

M

CHRISTOPHER

LF

S

ESI NO A

NECI

L

TA

S.

ORP

9098

S

T FOE

D N

ENE IG

IA N

EER

E

Erosion Control and Site Stabilization Plan


Oceanview Retirement Community20 Blueberry Lane, Falmouth, Maine

121

5-8-20185-8-2018

C5CSBCSB

1. 4-4-2018 Submit to Town of Falmouth and Maine DEP CSB

2. 5-8-2018 Submit to Town of Falmouth CSB

AutoCAD SHX Text

OR WATERWAYS.

AutoCAD SHX Text

ON AN AREA STABILIZED WITH AGGREGATE WHICH DRAINS INTO AN APPROVED SEDIMENT

AutoCAD SHX Text

OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE

AutoCAD SHX Text

NOTE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING

AutoCAD SHX Text

RECYCLED CONCRETE EQUIVALENT

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text

MOUNTABLE BERM

AutoCAD SHX Text

5:1

AutoCAD SHX Text

3'

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

50' MIN.

AutoCAD SHX Text

10'

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

50' MIN.

AutoCAD SHX Text

10' MIN.

AutoCAD SHX Text

10' MIN.

AutoCAD SHX Text

10'

AutoCAD SHX Text

2" STONE OR RECLAIMED OR

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

OR EQUAL

AutoCAD SHX Text

STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

MIRAFI 600X

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

1. INSTALL DOWNSLOPE OF ALL CONSTRUCTION ACTIVITIES AS NECCESSARY.

AutoCAD SHX Text

2. INSPECTION SHOULD BE FREQUENT AND REPAIR OR REPLACEMENT MADE

AutoCAD SHX Text

3. BARRIERS SHOULD BE REMOVED WHEN THAY HAVE SERVED THEIR USEFULNESS,

AutoCAD SHX Text

BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED.

AutoCAD SHX Text

POLES

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

B

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

JOINING SECTIONS

AutoCAD SHX Text

SILTATION FENCING

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

PROMPTLY AS NEEDED. CHECK AFTER EACH RAINFALL.

AutoCAD SHX Text

TOE-IN METHODS

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

SUPPORT NET

AutoCAD SHX Text

POLE

AutoCAD SHX Text

POLE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

6"X6" TRENCH

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

COUPLER

AutoCAD SHX Text

SECTION B

AutoCAD SHX Text

A

AutoCAD SHX Text

SECTION B

AutoCAD SHX Text

WOODEN

AutoCAD SHX Text

STAKE

AutoCAD SHX Text

(PREFERRED)

AutoCAD SHX Text

LONG WIRE

AutoCAD SHX Text

STAPLES

AutoCAD SHX Text

(ALTERNITIVE)

AutoCAD SHX Text

-UNROLL MAT ONTO GROUND IN DIRECTION OF WATER FLOW. -MAT SHOULD LIE FLAT. DO NOT STRETCH MAT OVER GROUND. STRETCHING MAY CAUSE MAT TO BRIDGE DEPRESSIONS IN THE SURFACE AND ALLOW EROSION UNDERNEATH. -BURY TRANSVERSE TERMINAL ENDS OF MAT TO SECURE AND PREVENT EROSIVE FLOW UNDERNEATH. -SECURE MAT SNUGLY INTO ALL TRANSVERSE CHECK SLOTS. -BACKFILL AND COMPACT TRENCHES AND CHECK SLOTS AFTER STAKING THE MAT IN BOTTOM OF TRENCH. -OVERLAP ROLL ENDS BY THREE (3) FEET (MIN.) WITH UPSLOPE MAT ON TOP TO PREVENT UPLIFT OF MAT END BY WATER FLOW. IF INSTALLING IN THE DIRECTION OF A CONCENTRATED WATER FLOW, START NEW ROLLS IN A TRANSVERSE DITCH. -WOOD STAKES ARE RECOMMENDED FOR PINNING MAT TO THE GROUND SURFACE. STAKES SHOULD BE 1"x 3" NOMINAL STOCK CUT IN A TRIANGULAR SHAPE. STAKES SHOULD BE 12" TO 18" LONG, DEPENDING ON SOIL DENSITY. -DRIVE WOODEN STAKES TO WITHIN THREE (3) INCHES OF GROUND SURFACE. DO NOT DRIVE FLUSH TO SURFACE. -IN ALL TRANSVERSE TERMINAL TRENCHES AND CHECK SLOTS, STAKE EACH MAT AT IS CENTER AND OVERLAP EDGES BEFORE BACKFILLING AND COMPACTING. -STAKE OVERLAPS LONGITUDINALLY AT THREE (3) TO FIVE (5) FOOT INTERVALS.

AutoCAD SHX Text

GENERAL INSTALLATION GUIDELINES FOR EROSION CONTROL BLANKET NOT TO SCALE

AutoCAD SHX Text

TERMINAL TRENCH

AutoCAD SHX Text

EDGE CAP

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

15" NOMINAL PLAIN

AutoCAD SHX Text

RIPRAP D = 6"

AutoCAD SHX Text

MIRAFI 500X OR EQUAL

AutoCAD SHX Text

FILTER FABRIC:

AutoCAD SHX Text

50

AutoCAD SHX Text

1'

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

3'-0" FROM

AutoCAD SHX Text

TO 93% OPTIMUM DRY

AutoCAD SHX Text

DENSITY ASTM D1557

AutoCAD SHX Text

4" LOAM, SEED, AND MULCH

AutoCAD SHX Text

COMPACT EMBANKMENT

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

KEY RIPRAP INTO

AutoCAD SHX Text

6" MIN. GRAVEL BEDDING

AutoCAD SHX Text

DOT TYPE C UNDERDRAIN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%uPROGRESS PLAN

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

INLET

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

(MIRAFI 700X OR

AutoCAD SHX Text

EQUIVALENT)

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PLUNGE POOL

AutoCAD SHX Text

DEPTH = PIPE DIA.

AutoCAD SHX Text

WIDTH = 2 x PIPE DIA.

AutoCAD SHX Text

LENGTH = 4 x PIPE DIA.

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

RIP RAP DEPTH (2.5 x D50 = 18")

AutoCAD SHX Text

STONE SIZE D50=6"

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

RIP RAP DEPTH (2.5 X D50 = 18")

AutoCAD SHX Text

STONE SIZE D50=6"

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

(MIRAFI 700X OR

AutoCAD SHX Text

EQUIVALENT)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPICAL CULVERT INLET & OUTLET DETAIL

AutoCAD SHX Text

DIRECTIONS

AutoCAD SHX Text

ACCORDING TO MANUFACTURERS

AutoCAD SHX Text

INSTALL JUTE EROSION MESH

AutoCAD SHX Text

GRASSED DITCH CROSS SECTION

AutoCAD SHX Text

4" LOAM, SEED, MULCH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

2'

AutoCAD SHX Text

2'

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

4" SCREENED LOAM

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

LAWN SEEDING

AutoCAD SHX Text

LOAM AND SEED

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

MULCH (AT 2 TONS per ACRE)

AutoCAD SHX Text

96

AutoCAD SHX Text

94

AutoCAD SHX Text

98

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

STOCKPILE

AutoCAD SHX Text

SEED TOPSOIL STOCKPILE WITH WINTER RYE AT THE RATE OF 3lbs PER 1000 sq.ft. BY OCTOBER 1st OF CONSTRUCTION SEASON. APPLY HAY MULCH AT THE RATE OF 100lbs PER 1000 sq,ft. OR APPLY A TACKIFIER BY HYDRO SEEDING METHODS AFTER SEEDING. MULCH SHALL BE REAPPLIED ON THE STOCKPILE IF GRASS GROWTH DOES NOT COVER AT LEAST 75% OF THE STOCKPILE SURFACE WITH SEEDLINGS AT LEAST 3" HIGH BY NOVEMBER 1st. THE USE OF RYE FOR STABILIZING STOCKPILES IS LIMITED TO TEMPORARY PILES STANDING NO LONGER THAN 1 YEAR OR CONSERVATION MIX FOR TIMES LONGER. SILT FENCE TO BE INSTALLED PER THE SILT FENCE DETAIL. ACCUMULATED SEDIMENTS WILL BE REMIXED INTO THE TOPSOIL.

AutoCAD SHX Text

1)

AutoCAD SHX Text

92

AutoCAD SHX Text

96

AutoCAD SHX Text

94

AutoCAD SHX Text

92

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

EROSION PREVENTION DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

2)

AutoCAD SHX Text

3)

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

X

AutoCAD SHX Text

MATERIAL STOCKPILE

AutoCAD SHX Text

RIPRAP SLOPE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

HAY BALE BARRIER

AutoCAD SHX Text

NOTE: INSTALL BARRIER AT EACH CATCH BASIN

AutoCAD SHX Text

WOOD STAKE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

GRATE

AutoCAD SHX Text

HAY BALE

AutoCAD SHX Text

SECTION A.-A.

AutoCAD SHX Text

WOOD STAKE

AutoCAD SHX Text

A.

AutoCAD SHX Text

4" MIN. EMBEDMENT

AutoCAD SHX Text

DRIVEN INTO THE GROUND

AutoCAD SHX Text

ANCHOR WITH 2 STAKES

AutoCAD SHX Text

HAY BALE

AutoCAD SHX Text

A.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOTE: A CORRECTLY INSTALLED AND MAINTAINED PERMANENT VEGETATED EROSION CONTROL MESH MAY BE AN ACCEPTABLE ALTERNATIVE TO RIP-RAP

AutoCAD SHX Text

EROSION AND SEDIMENTATION NOTES: 1. The Site Contractor shall follow the "Maine Erosion and Sediment Control BMPs" the "Maine Erosion and Sediment Control BMPs" published by the Maine DEP in 2003 and the "Maine Erosion and Sediment Control Practices Field Guide for Contractors published in 2015". The manuals can be found on the Maine DEP web site. A Link to the field guide is shown below: THE CONTRACTOR SHALL ALSO FOLLOW THE GUIDELINES LISTED IN APPENDICES A, B, C IN MAINE DEP CHAPTER 500 RULES (2015 NOTES PROVIDED ON THIS SHEET). GENERAL EROSION AND SEDIMENTATION CONTROL PRACTICES: EROSION/SEDIMENT CONTROL DEVICES: THE FOLLOWING EROSION SEDIMENTATION CONTROL DEVICES ARE PROPOSED FOR CONSTRUCTION ON THIS PROJECT. INSTALL THESE DEVICES AS INDICATED ON THE PLANS. 1 SILT FENCE: SILT FENCE WILL BE INSTALLED ALONG THE DOWN GRADING EDGES OF DISTURBED AREAS TO TRAP RUNOFF BORNE SEDIMENTS UNTIL THE SITE IS STABILIZED. IN AREAS WHERE STORMWATER DISCHARGES THE SILT FENCE WILL BE REINFORCED WITH HAY BALES TO HELP MAINTAIN THE INTEGRITY OF THE SILT FENCE AND TO PROVIDE ADDITIONAL TREATMENT. 2. HAY BALES: HAY BALES TO BE PLACED IN LOW FLOW DRAINAGE SWALES AND PATHS TO TRAP SEDIMENTS AND REDUCE RUNOFF VELOCITIES. DO NOT PLACE HAY BALES IN FLOWING WATER OR STREAMS. 3. RIPRAP: PROVIDE RIPRAP IN AREAS WHERE CULVERTS DISCHARGE OR AS SHOWN ON THE PLANS. 4. LOAM, SEED, & MULCH: ALL DISTURBED AREAS, WHICH ARE NOT OTHERWISE TREATED, SHALL RECEIVE PERMANENT SEEDING AND MULCH TO STABILIZE THE DISTURBED AREAS. THE DISTURBED AREAS WILL BE REVEGETATED WITHIN 5 DAYS OF FINAL GRADING. SEEDING REQUIREMENTS ARE PROVIDED AT THE END OF THIS SPECIFICATION. 5. STRAW AND HAY MULCH: USED TO COVER DENUDED AREAS UNTIL PERMANENT SEED OR EROSION CONTROL MEASURES ARE IN PLACE. MULCH BY ITSELF CAN BE USED ON SLOPES LESS THAN 15% IN SUMMER AND 8% IN WINTER. JUTE MESH IS TO BE USED OVER MULCH ONLY. CURLEX II AND EXCELSIOR MAY BE USED IN PLACE OF JUTE MESH OVER MULCH. 6. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPES EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. PROVIDE THE FOLLOWING TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION OF THE DEVELOPMENT: 1. SILTATION FENCE ALONG THE DOWNGRADIENT SIDE OF THE PARKING AREAS AND OF ALL FILL SECTIONS. THE SILTATION FENCE WILL REMAIN IN PLACE UNTIL THE SITE IS 90% REVEGETATED. REMOVE SILTATION FENCE, WITHIN 30 DAYS AFTER PERMANENT STABILIZATION IS ATTAINED. REMOVE ANY ACCUMULATED SEDIMENT AND STABILIZE. 2. HAY BALES PLACED AT KEY LOCATIONS TO SUPPLEMENT THE SILT FENCE. 3. PROTECT TEMPORARY STOCKPILES OF STUMPS, GRUBBINGS, OR COMMON EXCAVATION AS FOLLOWS: A. SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED 2:1. B. AVOID PLACING TEMPORARY STOCKPILES IN AREAS WITH SLOPES OVER 10 PERCENT, OR NEAR DRAINAGE SWALES. SEE ITEM 3 IN CONSTRUCTION PHASE NOTES BELOW. C. STABILIZE STOCKPILES WITHIN 15 DAYS BY TEMPORARILY SEEDING WITH A HYDROSEED METHOD CONTAINING AN EMULSIFIED MULCH TACKIFIER OR BY COVERING THE STOCKPILE WITH MULCH. D. SURROUND STOCKPILE SOIL WITH SILTATION FENCE AT BASE OF PILE. 4. ALL DENUDED AREAS WHICH HAVE BEEN ROUGH GRADED AND ARE NOT LOCATED WITHIN THE BUILDING PAD, OR PARKING AND DRIVEWAY SUBBASE AREA THAT WILL NOT BE WORKED FOR MORE THAN 7 DAYS SHALL RECEIVE MULCH OR NON-ERODABLE COVER. STABILIZE AREAS WITHIN 75 FEET OF A WETLAND OR WATERBODY WITHIN 48 HOURS OF THE INITIAL DISTURBANCE OR THE SOIL OR PRIOR TO ANY STORM EVENT, WHICHEVER COMES FIRST. IN THE EVENT THE CONTRACTOR COMPLETES FINAL GRADING AND INSTALLATION OF LOAM AND SOD WITHIN THE TIME PERIODS PRESENTED ABOVE, INSTALLATION OF MULCH AND NETTING, WHERE APPLICABLE, IS NOT REQUIRED. . 5. IF WORK IS CONDUCTED BETWEEN OCTOBER 15 AND APRIL 15, ALL DENUDED AREAS ARE TO BE COVERED WITH HAY MULCH, APPLIED AT TWICE THE NORMAL APPLICATION RATE, AND ANCHORED WITH FABRIC NETTING. THE PERIOD BETWEEN FINAL GRADING AND MULCHING SHALL BE REDUCED TO A 15 DAY MAXIMUM. . 6. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE HAS BEEN STABILIZED OR IN AREAS WHERE PERMANENT EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PERMANENT EROSION CONTROL MEASURES: : THE FOLLOWING PERMANENT CONTROL MEASURES ARE REQUIRED BY THIS EROSION/SEDIMENTATION CONTROL PLAN: 1. ALL AREAS DISTURBED DURING CONSTRUCTION, BUT NOT SUBJECT TO OTHER RESTORATION (PAVING, RIPRAP, ETC.), WILL BE LOAMED, LIMED, FERTILIZED AND SEEDED. NATIVE TOPSOIL SHALL BE STOCKPILED AND REUSED FOR FINAL RESTORATION WHEN IT IS OF SUFFICIENT QUALITY. 2. IF AN AREAS WILL NOT BE WORKED FOR MORE THAN ONE YEAR OR HAS BEEN BROUGHT TO FINAL GRADE, THEN PERMANENTLY STABILIZE THE AREA WITHIN 7 DAYS BY PLANTING VEGETATION, SEEDING, SOD, OR THROUGH THE USE OF PERMANENT MULCH, OR RIPRAP, OR ROAD SUB-BASE. IF USING VEGETATION FOR STABILIZATION, SELECT THE PROPER VEGETATION FOR THE LIGHT, SOIL, AND MOISTURE CONDITIONS; AMEND AREAS OF DISTURBED SUBSOILS WITH TOPSOIL, COMPOST, OR FERTILIZERS; PROTECT SEEDED AREAS WITH MULCH OR, IF NECESSARY, EROSION CONTROL BLANKETS; AND SCHEDULE SODDING, PLANTING, AND SEEDING TO AVOID DIE-OFF FROM SUMMER DROUGHT AND FALL FROSTS. NEWLY SEEDED OR SODDED AREAS MUST BE PROTECTED FROM VEHICLE TRAFFIC, EXCESSIVE PEDESTRIAN TRAFFIC, AND CONCENTRATED RUNOFF UNTIL THE VEGETATION IS WELL ESTABLISHED. IF NECESSARY, AREAS MUST BE SEEDED AND MULCHED AGAIN IF GERMINATION IS SPARCE, PLANT COVERAGE IS SPOTTY, OR TOPSOIL EROSION IS EVIDENT. ONE OR MORE OF THE FOLLOWING MAY APPLY TO A PARTICULAR SITE. (a) Seeded areas. For seeded areas, permanent stabilization means a 90% cover of Seeded areas. For seeded areas, permanent stabilization means a 90% cover of healthy plants with no evidence of washing or rilling of the topsoil. (b) Sodded areas. For sodded areas, permanent stabilization means the complete binding Sodded areas. For sodded areas, permanent stabilization means the complete binding of the sod roots into the underlying soil with no slumping of the sod or die-off. (c) Permanent Mulch. For mulched areas, permanent mulching means total coverage of Permanent Mulch. For mulched areas, permanent mulching means total coverage of the exposed area with an approved mulch material. Erosion control mix may be used as mulch for permanent stabilization according to the approved application rates and limitations. (d) Riprap. For areas stabilized with riprap, permanent stabilization means that slopes Riprap. For areas stabilized with riprap, permanent stabilization means that slopes stabilized with riprap have an appropriate backing of a well-graded gravel or approved geotextile to prevent soil movement from behind the riprap. Stone must be sized appropriately. It is recommended that angular stone be used. (e) Agricultural use. For construction projects on land used for agricultural purposes Agricultural use. For construction projects on land used for agricultural purposes (e.g., pipelines across crop land), permanent stabilization may be accomplished by returning the disturbed land to agricultural use. (f) Paved areas. For paved areas, permanent stabilization means the placement of the Paved areas. For paved areas, permanent stabilization means the placement of the compacted gravel subbase is completed. (g) Ditches, channels, and swales. For open channels, permanent stabilization means the Ditches, channels, and swales. For open channels, permanent stabilization means the channel is stabilized with a 90% cover of healthy vegetation, with a well-graded riprap lining, or with another non-erosive lining such as concrete or asphalt pavement. There must be no evidence of slumping of the channel lining, undercutting of the channel banks, or down-cutting of the channel. 3. SLOPES GREATER THAN 2:1 WILL RECEIVE RIPRAP.

AutoCAD SHX Text

POST-CONSTRUCTION REVEGETATION: THE FOLLOWING GENERAL PRACTICES WILL BE USED TO PREVENT EROSION AS SOON AS AN AREA IS READY TO UNDERGO FINAL GRADING. 1. A MINIMUM OF 4" OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND GRADED TO A UNIFORM DEPTH AND NATURAL APPEARANCE, OR STONE WILL BE PLACED ON SLOPES TO STABILIZE SURFACES. 2. IF FINAL GRADING IS REACHED DURING THE NORMAL GROWING SEASON (4/15 TO 9/15), PERMANENT SEEDING WILL BE DONE AS SPECIFIED BELOW. PRIOR TO SEEDING, LIMESTONE SHALL BE APPLIED AT A RATE OF 138 LBS/1000 SQ. FT. AND 10:20:20 FERTILIZER AT A RATE OF 18.4 LBS/1000 SQ.FT WILL BE APPLIED. BROADCAST SEEDING AT THE FOLLOWING RATES: LAWNS SWALES LAWNS SWALES SWALES SWALES KENTUCKY BLUEGRASS 0.46 LBS/1000 SF. RED TOP 0.05 LBS/1000 SF. CREEPING RED FESCUE 0.46 LBS/1000 SF. TALL FESCUE 0.46 LBS/1000 SF. PERENNIAL RYE GRASS 0.11 LB/1000 SF. 3. AN AREA SHALL BE MULCHED IMMEDIATELY AFTER IS HAS BEEN SEEDED. MULCHING SHALL CONSIST OF HAY MULCH, HYDRO-MULCH, JUTE NET OVER MULCH, PRE-MANUFACTURED EROSION MATS OR ANY SUITABLE SUBSTITUTE DEEMED ACCEPTABLE BY THE DESIGNER. A. HAY MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. HAY MULCH SHALL BE SECURED BY EITHER: (NOTE: SOIL SHALL NOT BE VISIBLE) I. BEING DRIVEN OVER BY TRACKED CONSTRUCTION EQUIPMENT ON GRADES OF 5% AND LESS. II. BLANKETED BY TACKED PHOTODEGRADABLE/BIODEGRADABLE NETTING, OR WITH SPRAY, ON GRADES GREATER THAN 5%. III. SEE NOTE 6, GENERAL NOTES, AND NOTE 8, WINTER CONSTRUCTION. B. HYDRO-MULCH SHALL CONSIST OF A MIXTURE OF EITHER ASPHALT, WOOD FIBER OR PAPER FIBER AND WATER SPRAYED OVER A SEEDED AREA. HYDRO-MULCH SHALL NOT BE USED BETWEEN 9/15 AND 4/15. 4. CONSTRUCTION SHALL BE PLANNED TO ELIMINATE THE NEED FOR SEEDING BETWEEN SEPTEMBER 15 AND APRIL 15. SHOULD SEEDING BE NECESSARY BETWEEN SEPTEMBER 15 AND APRIL 15 THE FOLLOWING PROCEDURE SHALL BE FOLLOWED. ALSO REFER TO NOTE 9 OF WINTER CONSTRUCTION. A. ONLY UNFROZEN LOAM SHALL BE USED. B. LOAMING, SEEDING AND MULCHING WILL NOT BE DONE OVER SNOW OR ICE COVER. IF SNOW EXISTS, IT MUST BE REMOVED PRIOR TO PLACEMENT OF SEED. C. WHERE PERMANENT SEEDING IS NECESSARY, ANNUAL WINTER RYE (1.2 LBS/1000 SQ.FT) SHALL BE ADDED TO THE PREVIOUSLY NOTED AREAS. D. WHERE TEMPORARY SEEDING IS REQUIRED, ANNUAL WINTER RYE (2.6 LBS/1000 SQ. FT.) SHALL BE SOWN INSTEAD OF THE PREVIOUSLY NOTED SEEDING RATE. E. FERTILIZING, SEEDING AND MULCHING SHALL BE APPLIED TO LOAM THE DAY THE LOAM IS SPREAD BY MACHINERY. F. ALTERNATIVE HAY MULCH SHALL BE SECURED WITH PHOTODEGRADABLE/BIODEGRADABLE NETTING. TRACKING BY MACHINERY ALONE WILL NOT SUFFICE. 5. FOLLOWING FINAL SEEDING, THE SITE WILL BE INSPECTED EVERY 30 DAYS UNTIL 90% COVER HAS BEEN ESTABLISHED. RESEEDING WILL BE CARRIED OUT BY THE CONTRACTOR WITHIN 10 DAYS OF NOTIFICATION BY THE ENGINEER THAT THE EXISTING CATCH IS INADEQUATE. MONITORING SCHEDULE: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING, MONITORING, MAINTAINING, REPAIRING, REPLACING AND REMOVING ALL OF THE EROSION AND SEDIMENTATION CONTROLS OR APPOINTING A QUALIFIED SUBCONTRACTOR TO DO SO. MAINTENANCE MEASURES WILL BE APPLIED AS NEEDED DURING THE ENTIRE CONSTRUCTION CYCLE. AFTER EACH RAINFALL, A VISUAL INSPECTION WILL BE MADE OF ALL EROSION AND SEDIMENTATION CONTROLS AS FOLLOWS: 1. HAY BALE BARRIERS, SILT FENCE, AND STONE CHECK DAMS SHALL BE INSPECTED AND REPAIRED ONCE A WEEK OR IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL. SEDIMENT TRAPPED BEHIND THESE BARRIERS SHALL BE EXCAVATED WHEN IT REACHES A DEPTH OF 6" AND REDISTRIBUTED TO AREAS UNDERGOING FINAL GRADING. SHOULD THE HAY BALE BARRIERS PROVE TO BE INEFFECTIVE, THE CONTRACTOR SHALL INSTALL SILT FENCE BEHIND THE HAY BALES. 2. VISUALLY INSPECT RIPRAP ONCE A WEEK OR AFTER EACH SIGNIFICANT RAINFALL AND REPAIR AS NEEDED. REMOVE SEDIMENT TRAPPED BEHIND THESE DEVICES ONCE IT ATTAINS A DEPTH EQUAL TO 1/2 THE HEIGHT OF THE DAM OR RISER. DISTRIBUTE REMOVED SEDIMENT OFF-SITE OR TO AN AREA UNDERGOING FINAL GRADING. 3. REVEGETATION OF DISTURBED AREAS WITHIN 25' OF DRAINAGE-COURSE/STREAM WILL BE SEEDED WITH THE "MEADOW AREA MIX" AND INSPECTED ON A WEEKLY BASIS OR AFTER EACH SIGNIFICANT RAINFALL AND RESEEDED AS NEEDED. EXPOSED AREAS WILL BE RESEEDED AS NEEDED UNTIL THE AREA HAS OBTAINED 100% GROWTH RATE. PROVIDE PERMANENT RIPRAP FOR SLOPES IN EXCESS OF 3:1 AND WITHIN 25' OF DRAINAGE COURSE.

AutoCAD SHX Text

CONSTRUCTION PHASE: THE FOLLOWING GENERAL PRACTICES WILL BE USED TO PREVENT EROSION DURING CONSTRUCTION OF THIS PROJECT. 1. ONLY THOSE AREAS UNDER ACTIVE CONSTRUCTION WILL BE CLEARED AND LEFT IN AN UNTREATED OR UNVEGETATED CONDITION. IF FINAL GRADING, LOAMING AND SEEDING WILL NOT OCCUR WITHIN 7 DAYS, SEE ITEM NO. 4. 2. PRIOR TO THE START OF CONSTRUCTION IN A SPECIFIC AREA, SILT FENCING AND/OR HAY BALES WILL BE INSTALLED AT THE TOE OF SLOPE AND IN AREAS AS LOCATED ON THE PLANS TO PROTECT AGAINST ANY CONSTRUCTION RELATED EROSION. IMMEDIATELY FOLLOWING CONSTRUCTION OF CULVERTS AND SWALES, RIP RAP APRONS SHALL BE INSTALLED, AS SHOWN ON THE PLANS. 3. TOPSOIL WILL BE STOCKPILED WHEN NECESSARY IN AREAS WHICH HAVE MINIMUM POTENTIAL FOR EROSION AND WILL BE KEPT AS FAR AS POSSIBLE FROM THE EXISTING DRAINAGE COURSE. NO STOCKPILE SHALL BE CLOSER THEN 100' OF A RESOURCE INCLUDING, BUT NOT LIMITED TO, WETLANDS, STREAMS, AND OPEN WATER BODIES. ALL STOCKPILES SHALL HAVE A SILTATION FENCE BELOW THEM REGARDLESS OF TIME OF PRESENCE. ALL STOCKPILES EXPECTED TO REMAIN LONGER THAN 15 DAYS SHALL BE: A. TREATED WITH ANCHORED MULCH (WITHIN 5 DAYS OF THE LAST DEPOSIT OF STOCKPILED SOIL). B. SEEDED WITH CONSERVATION MIX AND MULCHED IMMEDIATELY. C. INSTALL SILT FENCE AROUND STOCKPILE AT BASE OF PILE. STOCKPILES TO HAVE SILT FENCE INSTALLED AT TIME OF ESTABLISHMENT AT BASE OF PILE. 4. ALL DISTURBED AREAS THAT WILL NOT BE WORKED FOR MORE THAN 7 DAYS SHALL BE EITHER: A. TREATED WITH ANCHORED MULCH IMMEDIATELY, OR B. SEEDED WITH CONSERVATION MIX OF ANNUAL RYE GRASS (0.9 LBS/1000 SQ. FT) AND MULCHED IMMEDIATELY. 5. ALL GRADING WILL BE HELD TO A MAXIMUM 2:1 SLOPE WHERE PRACTICAL. ALL SLOPES WILL BE STABILIZED WITH PERMANENT SEEDING, OR WITH STONE, WITHIN 7 DAYS AFTER FINAL GRADING IS COMPLETE. (SEE POST-CONSTRUCTION REVEGETATION FOR SEEDING SPECIFICATION.) 6. ALL CULVERTS WILL BE PROTECTED WITH STONE RIPRAP (D50 = 6" UNLESS OTHERWISE SPECIFIED) AT INLETS AND OUTLETS.

AutoCAD SHX Text

EROSION CONTROL DURING WINTER CONSTRUCTION: 1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 2. WINTER EXCAVATION AND EARTHWORK SHALL BE COMPLETED SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME. 3. EXPOSED AREA SHALL BE LIMITED TO THOSE AREAS TO BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. AT THE END OF EACH WORK WEEK NO AREAS MAY BE LEFT UNSTABILIZED OVER THE WEEKEND. 4. CONTINUATION OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED, SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR HAY AT A RATE OF 150 LB. PER 1000 S.F. (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ANCHORED SUCH THAT SOIL SURFACE IS NOT VISIBLE THROUGH THE MULCH. NOTE: AN AREA IS ALSO CONSIDERED STABLE IF SODDED, COVERED WITH GRAVEL (PARKING LOTS) OR STRUCTURAL SAND. 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1 AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED WITH A UNIFORM SURFACE, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 3 TIMES HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW, DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF HAY, SILT FENCE OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE DESIGN DRAWINGS. NOTE: DORMANT SEEDING SHOULD NOT BE ATTEMPTED UNLESS SOIL TEMPERATURE REMAINS BELOW 50 DEGREES AND DAY TIME TEMPERATURES REMAIN IN THE 30'S. 7. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPES EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. VEGETATED DRAINAGE SWALES SHALL BE LINED WITH EXCELSIOR OR CURLEX. 8. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1 THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 9. BETWEEN THE DATES OF OCTOBER 15 TO NOVEMBER 1, WINTER RYE IS RECOMMENDED FOR STABILIZATION. AFTER NOVEMBER 1, WINTER RYE IS NOT EFFECTIVE. AROUND NOVEMBER 15 OR LATER, ONCE TEMPERATURES OF THE AIR AND SOIL PERMIT, DORMANT SEEDING IS EFFECTIVE. 10. IN THE EVENT OF SNOWFALL (FRESH OR CUMULATIVE) GREATER THAN 1 INCH DURING WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM THE AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT.

AutoCAD SHX Text

Construction Plan CONSTRUCTION OF THE 14 UNIT PROJECT IS EXPECTED TO COMMENCE IN LATE SUMMER 2016 FOLLOWING ISSUE OF TOWN AND DEP PERMITS. THE CONSTRUCTION OF THE ROAD AND UTILITY INFRASTRUCTURE IS EXPECTED TO CONTINUE INTO THE SPRING OF 2017. CONSTRUCTION OF UNITS WILL DEPEND ON MARKET CONDITIONS BUT BASED ON THE RECENT SUCCESS OF THE SCHOOLHOUSE COTTAGES, WE WOULD EXPECT THE 14 UNITS TO BE CONSTRUCTED WITHIN 2-3 YEARS. CONSTRUCTION SEQUENCING WILL INCLUDE THE FOLLOWING: TREE CLEARING AND STUMP REMOVAL. REMOVAL OF THE THREE HOUSES AND ASSOCIATED DRIVES AND INFRASTRUCTURE. ROUGH GRADING, SITE BLASTING FOR ROADWAYS AND UNITS AND INSTALLATION OF UTILITIES AND STORMWATER SYSTEMS. FINISH GRAVELS AND SURFACES & PAVING LOAM, SEED AND STABILIZATION.

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

S

BELANGER

M

CHRISTOPHER

LF

S

ESI NO A

NECI

L

TA

S.

ORP

9098

S

T FOE

D N

ENE IG

IA N

EER

E

Civil Details 1



121

5-8-20185-8-2018

C6CSBCSB



ROOF DRIP EDGE FILTERS DEP CONSTRUCTION OVERSIGHTInspections by a professional engineer shall consist of weekly visits to the site

to inspect each the roof drip edge filter's underdrain construction filter material

placement, and overflow from initial ground disturbance to final stabilization of

the filter.

AutoCAD SHX Text

BARREL

AutoCAD SHX Text

BASE

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

6"

AutoCAD SHX Text

CONE

AutoCAD SHX Text

2'-2" - 4'-0"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

8"

AutoCAD SHX Text

8"

AutoCAD SHX Text

BRING TO GRADE WITH BRICK COURSES

AutoCAD SHX Text

MIN 1 AND MAX 3 COURSES

AutoCAD SHX Text

PRECAST REINFORCED CONCRETE

AutoCAD SHX Text

PRECAST REINFORCED CONCRETE BARREL

AutoCAD SHX Text

SECTION(S) AS REQUIRED

AutoCAD SHX Text

BUTYL RUBBER TO BE USED

AutoCAD SHX Text

ON ALL JOINTS

AutoCAD SHX Text

BASE SECTION

AutoCAD SHX Text

PIPE OPENING TO BE CAST AS REQ'D

AutoCAD SHX Text

RUBBER BOOT TO BE USED ON ALL

AutoCAD SHX Text

PIPE CONNECTIONS (CAST IN PLACE)

AutoCAD SHX Text

INVERTS VARY, SEE PLAN

AutoCAD SHX Text

PREFAB FIBERGLASS CHANNEL

AutoCAD SHX Text

3/4" DIA. CRUSHED STONE

AutoCAD SHX Text

6"

AutoCAD SHX Text

OVERALL DEPTH VARIES, SEE PLAN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. CONCRETE 4000 PSI AFTER 28 DAYS.

AutoCAD SHX Text

2. REINFORCING H-20 LOADING 4x4 / 4x4 WWM.

AutoCAD SHX Text

3. EACH CASTING TO HAVE LIFTING HOLES TO BE FILLED WITH NON-SHRINK MORTAR.

AutoCAD SHX Text

4. MANHOLE STEPS TO BE ALUMINUM OR HIGH IMPACT PLASTIC.

AutoCAD SHX Text

5. APPLY TWO COATS OF BITUMASTIC PAINT ON ALL EXTERIOR SECTIONS.

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

26" DIA. STANDARD CAST IRON FRAME

AutoCAD SHX Text

5"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

CONE SECTION

AutoCAD SHX Text

PRECAST REINFORCED CONCRETE

AutoCAD SHX Text

12"

AutoCAD SHX Text

4'-0" I.D.

AutoCAD SHX Text

TOPSHAM SEWER DISTRICT STANDARD

AutoCAD SHX Text

PAVEMENT OR

AutoCAD SHX Text

GRAVEL BUILDUP

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

PAVED OR GRAVEL

AutoCAD SHX Text

AREAS

AutoCAD SHX Text

UNPAVED

AutoCAD SHX Text

AREAS

AutoCAD SHX Text

LOAM AND SEED

AutoCAD SHX Text

SIDE OF TRENCH MUST

AutoCAD SHX Text

BE SLOPED BACK TO

AutoCAD SHX Text

MEET SAFETY REQUIREMENTS

AutoCAD SHX Text

WHERE EXTRA WIDTH

AutoCAD SHX Text

IS POSSIBLE

AutoCAD SHX Text

MAINTAIN TRENCH WIDTH

AutoCAD SHX Text

TO TOP OF STONE BEDDING

AutoCAD SHX Text

2" STYROFOAM INSULATION

AutoCAD SHX Text

IF COVER OVER PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

SDR 35 (SEWER)

AutoCAD SHX Text

(SIZE AS NOTED

AutoCAD SHX Text

ON PLAN)

AutoCAD SHX Text

\ DIA.

AutoCAD SHX Text

or 15"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

\ DIA.

AutoCAD SHX Text

or 15"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

PIPE DIA.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

MIN. WIDTH 3O"

AutoCAD SHX Text

UNDISTURBED

AutoCAD SHX Text

ORIGINAL SOIL

AutoCAD SHX Text

BACKFILL WITH CLEAN

AutoCAD SHX Text

EXCAVATED MATERIAL

AutoCAD SHX Text

OR GRAVEL BORROW

AutoCAD SHX Text

STORM DRAIN / SEWER TRENCH DETAIL

AutoCAD SHX Text

A.SAND OR STONE BEDDING

AutoCAD SHX Text

ADS N-12 (STORM DRAIN)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

IS LESS THAN 4'

AutoCAD SHX Text

4"

AutoCAD SHX Text

ETHRIDGE FOUNDRY FRAME &

AutoCAD SHX Text

NON-SHRINK GROUT (TYP)

AutoCAD SHX Text

INVERT OUT ELEV:

AutoCAD SHX Text

BASE HEIGHT AS REQUIRED

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text


AutoCAD SHX Text

2. REINFORCING: 1 LAYER 4x4 / 4x4 WWM.

AutoCAD SHX Text

3. FIELD INLET IS USED FOR SHALLOW, OFF-DRIVE, DEAD END DRAINAGE AREAS.

AutoCAD SHX Text

FIELD INLET

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

24" MIN

AutoCAD SHX Text

SUMP

AutoCAD SHX Text

2'-11"

AutoCAD SHX Text

2'-0" SQUARE

AutoCAD SHX Text

5.5"

AutoCAD SHX Text

5.5"

AutoCAD SHX Text

GRATE S24G OR EQUAL

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

%%USECTION VIEW

AutoCAD SHX Text

AS NEEDED

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%uPROGRESS PLAN

AutoCAD SHX Text

6"

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text

42" MIN

AutoCAD SHX Text

36" MIN

AutoCAD SHX Text

24" MIN

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

PLASTIC MARKER TAPE PLACED APPROX.

AutoCAD SHX Text

12" BELOW FINISH GRADE

AutoCAD SHX Text

4" CONDUIT - SERVICE CABLE

AutoCAD SHX Text

CLEAN BACKFILL CONTAINING NO ROCKS

AutoCAD SHX Text

LARGER THAN 5" IN DIAMETER.

AutoCAD SHX Text

4" TELEPHONE CABLE CONDUIT

AutoCAD SHX Text

PRIMARY CABLE POWER - 2 4" CONDUITS

AutoCAD SHX Text

BEDDING OF SOIL CONTAINING NO ROCKS

AutoCAD SHX Text

12"

AutoCAD SHX Text

MIN

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. SECONDARY OR SERVICE CABLES AND COMMUNICATION CABLES MAY BE PLACED

AutoCAD SHX Text

IN THE SAME TRENCH AT THE SAME DEPTH WITHOUT A REQUIRED CLEARANCE

AutoCAD SHX Text

2. INSTALLATION SHOULD NOT ALLOW THE INTER-TWINING OF CABLES.

AutoCAD SHX Text

3. BEDDING AND BACKFILL SHALL BE FREE OF ROCKS, STUMPS AND OTHER DEBRIS.

AutoCAD SHX Text

OR SEPARATION BETWEEN THE CABLES.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPICAL ELECTRICAL TRENCH

AutoCAD SHX Text

600X MIRAFI SOIL STABILIZER OR EQUAL AS REQUIRED (SEE SPECS)

AutoCAD SHX Text

SUB GRADE

AutoCAD SHX Text

2.5" BINDER COURSE MDOT SUPERPAVE (19MM)

AutoCAD SHX Text

1.5" SURFACE COURSE MDOT SUPERPAVE (9.5MM)

AutoCAD SHX Text

15" (381) SUB BASE

AutoCAD SHX Text

3" (75) CRUSHED GRAVEL BASE

AutoCAD SHX Text

1" (25) BITUMINOUS CONCRETE HMA (9.5 MM)

AutoCAD SHX Text

8" (200) GRAVEL SUB BASE (USE 12" IN TOWN RIGHT OF WAY) MDOT 703.06 Type A.

AutoCAD SHX Text

600X MIRAFI SOIL STABILIZER OR EQUAL AS REQUIRED (SEE SPECS)

AutoCAD SHX Text

SUB GRADE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

BIUMINOUS CONCRETE DRIVE

AutoCAD SHX Text

BIUMINOUS CONCRETE WALK

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

BITUMINOUS CONCRETE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

3"

AutoCAD SHX Text

1 3/4"

AutoCAD SHX Text

1 1/4"

AutoCAD SHX Text

15"

AutoCAD SHX Text

PAVEMENT BUTT JOINT DETAIL

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

ALL AROUND TRENCH (SHIPLAP JOINT)

AutoCAD SHX Text

FOR PERMANENT REPAIR

AutoCAD SHX Text

GRIND EXISTING PAVEMENT TO

AutoCAD SHX Text

1-1/2" DEPTH X 1'-0" WIDTH

AutoCAD SHX Text

BITUMINOUS CONCRETE TOP COURSE

AutoCAD SHX Text

MDOT 403 HOT MIX ASPHALT 12.5 MM

AutoCAD SHX Text

CRUSHED GRAVEL BASE,

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

PAVEMENT REPAIR TO MEET TOWN OF FALMOUTH DPW REQUIREMENTS

AutoCAD SHX Text

EXIST. PAVEMENT BUILDUP

AutoCAD SHX Text

EXIST. GRAVEL BUILDUP

AutoCAD SHX Text

MDOT 703.06 TYPE A

AutoCAD SHX Text

BITUMINOUS CONCRETE BASE COURSE

AutoCAD SHX Text

MDOT 403 HOT MIX ASPHALT 19 MM

AutoCAD SHX Text

SAWCUT EXISTING PAVEMENT

AutoCAD SHX Text

NEW PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

B.GRAVEL BEDDING WITH

AutoCAD SHX Text

NO STONES OVER 2"

AutoCAD SHX Text

LARGER THAN 2" OR

AutoCAD SHX Text

TRENCH WITH NO STONES

AutoCAD SHX Text

SUITABLE MATERIAL FROM

AutoCAD SHX Text

C.THOROUGHLY COMPACTED

AutoCAD SHX Text

SHEETING AND

AutoCAD SHX Text

BY O.S.H.A.

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

SHORING

AutoCAD SHX Text

BARREL

AutoCAD SHX Text

BASE

AutoCAD SHX Text

VARIES - AS REQUIRED

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

6"

AutoCAD SHX Text

PRECAST CONCRETE BARREL SECTION(S)

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

BUTYL RUBBER GASKET TO BE USED

AutoCAD SHX Text

ON ALL JOINTS

AutoCAD SHX Text

PRECAST CONCRETE BASE SECTION

AutoCAD SHX Text

PIPE OPENING TO BE CAST AS REQ'D

AutoCAD SHX Text

INVERTS & SIZE VARY, SEE PLAN

AutoCAD SHX Text

3/4" CRUSHED STONE

AutoCAD SHX Text

6"

AutoCAD SHX Text

OVERALL DEPTH VARIES, SEE PLAN

AutoCAD SHX Text

5"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

24" MIN

AutoCAD SHX Text

SUMP

AutoCAD SHX Text

4'-0" I.D.

AutoCAD SHX Text

PIPE SIZE VARIES, SEE PLAN

AutoCAD SHX Text

FLEXIBLE CONNECTION REQUIRED (FERNCO OR EQUAL)

AutoCAD SHX Text

& SS EXP BAND (KOREBAND W/ PRESS SEAL)

AutoCAD SHX Text

12"

AutoCAD SHX Text

6"

AutoCAD SHX Text

CONE

AutoCAD SHX Text

2'-2" - 4'-0"

AutoCAD SHX Text

8"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

8"

AutoCAD SHX Text

AND COVER

AutoCAD SHX Text

PRECAST REINFORCED CONCRETE CONE SECTION OR

AutoCAD SHX Text

MIN 1 COURSE AND MAX 3 COURSES

AutoCAD SHX Text

BRING TO GRADE WITH BRICK COURSES

AutoCAD SHX Text

PRE-CAST CONCRETE FLAT TOP SECTION (CONE SHOWN)

AutoCAD SHX Text

24" DIA. STANDARD CAST IRON FRAME

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text


AutoCAD SHX Text

2. REINFORCING H-20 LOADING 4x4 / 4x4 WWM. SLAB TOP - NO. 5 BARS.

AutoCAD SHX Text

3. EACH CASTING TO HAVE LIFTING HOLES TO BE FILLED WITH NON-SHRINK MORTAR.

AutoCAD SHX Text

TYPICAL PRECAST CONCRETE CATCH BASIN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

ST-CB-FLAT/4-94

AutoCAD SHX Text

NOTE: GRADE RINGS ARE PREFERRED

AutoCAD SHX Text

CONE IS PREFERRED, ONLY USE FLAT TOP SECTION WHEN

AutoCAD SHX Text

ELEVATIONS REQUIRE

AutoCAD SHX Text

MDOT 703.06 (C) TYPE D

AutoCAD SHX Text

MDOT 703.06 (A) TYPE A

AutoCAD SHX Text

1" (25) BITUMINOUS CONCRETE HMA (9.5 MM)

AutoCAD SHX Text

1 - 2" LIFT OF HMA (12.5 MM) IS ALLOWED IF MACHINE PLACED

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

BITUMINOUS CONCRETE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

3"

AutoCAD SHX Text

1 3/4"

AutoCAD SHX Text

1 1/4"

AutoCAD SHX Text

24"

AutoCAD SHX Text

TRENCH REPAIR

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text


AutoCAD SHX Text

FOR TEMPORARY REPAIR

AutoCAD SHX Text

FOR PERMANENT REPAIR

AutoCAD SHX Text


AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

BITUMINOUS CONCRETE BASE COURSE

AutoCAD SHX Text

MDOT 403 HOT MIX ASPHALT 19 MM

AutoCAD SHX Text

BITUMINOUS CONCRETE TOP COURSE

AutoCAD SHX Text

MDOT 403 HOT MIX ASPHALT 12.5 MM

AutoCAD SHX Text

CRUSHED GRAVEL BASE, MDOT 703.06 TYPE A

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

TRENCH REPAIR TO MEET TOWN OF FALMOUTH DPW REQUIREMENTS

AutoCAD SHX Text

EXIST. PAVEMENT BUILDUP

AutoCAD SHX Text

EXIST. GRAVEL BASE BUILDUP

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PERIMETER OR FOUNDATION DRAIN DETAIL

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. IN LEDGE THIS DEPTH MAY BE REDUCED IF FINISH GRADE IS LESS THAN 2 FT ABOVE FOOTING.

AutoCAD SHX Text

2. PROVIDE POLYSTYRENE INSULATION BOARD OVER PIPE WHERE COVER IS LESS THAN 4 FT AND/OR

AutoCAD SHX Text

AS NOTED ON PLANS.

AutoCAD SHX Text

3. SEE PLANS FOR LOCATIONS OF DRAINBOARD AND PERIMETER DRAINS.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

COMPACTED FOUNDATION BACKFILL

AutoCAD SHX Text

ST-UD-FOUND/02-97

AutoCAD SHX Text

(SEE NOTE #1)

AutoCAD SHX Text

2'

AutoCAD SHX Text

MIRAFI 140N FILTER-WRAP

AutoCAD SHX Text

SEE NOTE #2

AutoCAD SHX Text

6"

AutoCAD SHX Text

MAX

AutoCAD SHX Text

6"

AutoCAD SHX Text

INSULATION PER ARCHITECT PLANS

AutoCAD SHX Text

FOUNDATION WATERPROOFING AND

AutoCAD SHX Text

INSTALL " CRUSHED STONE 34" CRUSHED STONE CLEAN / WASHED STONE AROUND PIPE

AutoCAD SHX Text

4" Perforated FOUNDATION DRAIN MDOT Type B Underdrain Perforations Down

AutoCAD SHX Text

FOOTING. SEE ARCHITECTURAL PLANS

AutoCAD SHX Text

NO STONE DUST

AutoCAD SHX Text

UNDERDRAINED SAND DOT#703.22

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ROOF DRIPLINE BMP DETAIL

AutoCAD SHX Text

SOIL FILTER BED

AutoCAD SHX Text

2.5' (1.5" DIA.) STONE LAYER

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

GEOTEXTILE FABRIC MIRAFI 140-N

AutoCAD SHX Text

4" LOAM

AutoCAD SHX Text

4" Perforated FOUNDATION DRAIN MDOT Type B Underdrain Perforations Down

AutoCAD SHX Text

FOUNDATION WALL

AutoCAD SHX Text

4'

AutoCAD SHX Text

FOUNDATION BACKFILL SHALL BE UNDERDRAIN SAND ME DOT#703.22

AutoCAD SHX Text

UNDERDRAINED SAND

AutoCAD SHX Text

ME DOT #703.22 (MINIMUM 12" DEPTH)

AutoCAD SHX Text

CLEAN / WASHED STONE

AutoCAD SHX Text

INSTALL " CRUSHED STONE 34" CRUSHED STONE CLEAN / WASHED STONE AROUND PIPE

AutoCAD SHX Text

3'

AutoCAD SHX Text

STONE DRIP EDGE AND LANDSCAPE EDGING DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

OR STAKES

AutoCAD SHX Text

ANCHORS

AutoCAD SHX Text

LANDSCAPE EDGING

AutoCAD SHX Text

1"X4" P.T. BOARD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

2%

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FOUNDATION BACKFILL SHALL BE UNDERDRAIN SAND ME DOT#703.22

AutoCAD SHX Text

18" (1.5" DIA.) STONE LAYER

AutoCAD SHX Text

FOUNDATION WALL

AutoCAD SHX Text

CLEAN / WASHED STONE

AutoCAD SHX Text

SLOTTED DRAIN PIPE

AutoCAD SHX Text

NOT TO SCALE

DRN BY:CH'D BY:

FILE:SS:

JOB #:

SCALE: SHEET:







BELANGER



FIELD WK:

DATE:

S

BELANGER

M

CHRISTOPHER

LF

S

ESI NO A

NECI

L

TA

S.

ORP

9098

S

T FOE

D N

ENE IG

IA N

EER

E

Civil Details 2

Oceanview Fitness Center ExpansionProject20 Blueberry Lane, Falmouth, Maine


121

5-8-20185-8-2018

C7CSBCSB



AutoCAD SHX Text

7 FEET

AutoCAD SHX Text

SIGN & POST

AutoCAD SHX Text

30" MIN

AutoCAD SHX Text

3 COATS OF PAINT

AutoCAD SHX Text

STEEL U-CHANNEL SIGN POST

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

AT HEIGHT & ORIENTATION TO MATCH

AutoCAD SHX Text

SIGN ATTACHED TO SIGN POST

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SPEED

AutoCAD SHX Text

LIMIT

AutoCAD SHX Text

25

AutoCAD SHX Text

R2-1

AutoCAD SHX Text

R1-1

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

%%uPROGRESS PLAN

AutoCAD SHX Text

CROSSWALK

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

24"

AutoCAD SHX Text

24"

AutoCAD SHX Text

6'

AutoCAD SHX Text

48"

AutoCAD SHX Text

RD-MARKS-CROSSWALK/10-02

AutoCAD SHX Text

FOOTING OPTIONS WITH LEDGE

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

COMPACTED GRAVEL BACKFILL

AutoCAD SHX Text

FENCE POSTS.)

AutoCAD SHX Text

GRADING, AND PLANTING PLANS)

AutoCAD SHX Text

FINISHED GRADE. (SEE LAYOUT AND

AutoCAD SHX Text

4'-0" HEIGHT TO MATCH (MIN.)

AutoCAD SHX Text

DEPTH EXIST. WOODRAIL FENCE

AutoCAD SHX Text

EXISTING WOOD RAIL FENCE

AutoCAD SHX Text

SPACING TO MATCH EXISTING

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NEW & REINSTALLED WOOD RAIL FENCE

AutoCAD SHX Text

BOULDER RETAINING WALL 4-11' HIGH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

WALKWAY TIP DOWN

AutoCAD SHX Text

5'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

1:12

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

ADA PARKING

AutoCAD SHX Text

NO CURB

AutoCAD SHX Text

TRANSITION CURB

AutoCAD SHX Text

TIP DOWN RAMP

AutoCAD SHX Text

BIT. CONC. WALK

AutoCAD SHX Text

S2-1

AutoCAD SHX Text

OR CURB HEIGHT

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALK

AutoCAD SHX Text

DETECTABLE WARNING "TRUNCATED DOME" PATTERN INSTALL AS REQUIRED BY PUBLIC WORKS DIRECTOR (ONLY REQUIRED AT INTERSECTING ROADS DRIVEWAYS NOT REQUIRED)

AutoCAD SHX Text

24"

AutoCAD SHX Text

CONTACT: DIRIGO SLIPFORM DIRIGO SLIPFORM 25 DEMPSEY-GREAVES LANE PO BOX 340 STILLWATER, ME 04489 TEL:207-827-0100

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DRIVEWAY APRON DETAIL

AutoCAD SHX Text

SAWCUT AND TACKCOAT

AutoCAD SHX Text

EXISTING DRIVEWAY SURFACE

AutoCAD SHX Text

SAWCUT AND TACKCOAT

AutoCAD SHX Text

1-1/4" SUPER PAVE PG 64-28, 9.5 MM SURFACE

AutoCAD SHX Text

1-3/4" SUPER PAVE PG 64-28, 12.5 MM BINDER

AutoCAD SHX Text

12" AGGREGATE SUBBASE COURSE, GRAVEL-TYPE "A"

AutoCAD SHX Text

-4% MAX.

AutoCAD SHX Text

-12%MAX.

AutoCAD SHX Text

4% MAX.

AutoCAD SHX Text

EDGE OF ROAD

AutoCAD SHX Text

ROW

AutoCAD SHX Text

CL ROAD

AutoCAD SHX Text

SAWCUT AND TACKCOAT

AutoCAD SHX Text

EXISTING DRIVEWAY SURFACE

AutoCAD SHX Text

SAWCUT AND TACKCOAT

AutoCAD SHX Text

1-1/4" SUPER PAVE PG 64-28, 9.5 MM SURFACE

AutoCAD SHX Text

1-3/4" SUPER PAVE PG 64-28, 12.5 MM BINDER

AutoCAD SHX Text

12" AGGREGATE SUBBASE COURSE, GRAVEL-TYPE "A"

AutoCAD SHX Text

-4% MAX.

AutoCAD SHX Text

-9%MAX.

AutoCAD SHX Text

4% MAX.

AutoCAD SHX Text

EDGE OF ROAD

AutoCAD SHX Text

ROW

AutoCAD SHX Text

CL ROAD

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TRUNCATED DOME DETAIL

AutoCAD SHX Text

2"

AutoCAD SHX Text

6"

AutoCAD SHX Text

FINISH PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPICAL TIPDOWN CURB INSTALLATION

AutoCAD SHX Text

12"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONCRETE LIGHT POLE BASE

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO INSTALLATION.

AutoCAD SHX Text

2. COORDINATE WITH ELECTRICAL SPECIFICATIONS.

AutoCAD SHX Text

3. COLD-GALVANIZE ALL CUTS.

AutoCAD SHX Text

4. FORM WITH FIBERGLASS OR PVC SMOOTH-FACED FORMS.

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

18" Dia

AutoCAD SHX Text

18"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GALVANIZED NUTS, BOLTS & WASHER

AutoCAD SHX Text

3/4" CHAMFER

AutoCAD SHX Text

STEEL CONDUIT

AutoCAD SHX Text

FINISH GRADE, LOAM AND SEED

AutoCAD SHX Text

DIRECT BURIAL CABLE WIRE

AutoCAD SHX Text

1"x 76" ANCHOR BOLT

AutoCAD SHX Text

CONCRETE 4000 PSI/28-DAY

AutoCAD SHX Text

PVC-TUBE FORMED

AutoCAD SHX Text

CRUSHED GRAVEL

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

A

AutoCAD SHX Text

CONDITION

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PKG W/CURB

AutoCAD SHX Text

GRAVEL PKG

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

B

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

2 INCHES

AutoCAD SHX Text

4 INCHES

AutoCAD SHX Text

18 INCHES

AutoCAD SHX Text

N/A

AutoCAD SHX Text

2 FEET

AutoCAD SHX Text

3 FEET

AutoCAD SHX Text

BASE LOCATION

AutoCAD SHX Text

COORDINATE WITH ELECTRICAL

AutoCAD SHX Text

5. SEE ELECTRICAL PLANS FOR SIZES

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6" REVEAL

AutoCAD SHX Text

6" MINIMUM

AutoCAD SHX Text

LOAM AND SEED

AutoCAD SHX Text

(150)

AutoCAD SHX Text

(150)

AutoCAD SHX Text

6"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

VERTICAL SLIPFORM CONCRETE CURB

AutoCAD SHX Text

BASE PAVE COURSE

AutoCAD SHX Text

BASE AND SUBBASE TO EXTEND A MINIMUM OF 6" BEYOND BACK OF CURB

AutoCAD SHX Text

WEARING COURSE

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6" REVEAL

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

LOAM AND SEED

AutoCAD SHX Text

(150)

AutoCAD SHX Text

7" SLOPED SLIPFORM CONCRETE CURB

AutoCAD SHX Text

AGG. BASE AND SUBBASE TO EXTEND A MINIMUM OF 6" BEYOND BACK OF CURB

AutoCAD SHX Text

SURFACE COURSE

AutoCAD SHX Text

BASE COURSE

AutoCAD SHX Text

7" SLOPED SLIPFORM CONCRETE CURB

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOTE: 1. SYMBOLS AND PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. SYMBOLS AND PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. 2. ALL PAINT SHALL BE FAST DRYING TRAFFIC PAINT WITH SILICA SAND FOR SKID RESISTANCE, MEETING THE REQUIREMENTS OF OSHTA ALL PAINT SHALL BE FAST DRYING TRAFFIC PAINT WITH SILICA SAND FOR SKID RESISTANCE, MEETING THE REQUIREMENTS OF OSHTA M248-TYPE N. PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER.

AutoCAD SHX Text

CONCRETE SLIPFORM CURB

AutoCAD SHX Text

"RESERVED PARKING"

AutoCAD SHX Text

SIGN-HANDICAP SIGN

AutoCAD SHX Text

SIDEWALK (TYP.)

AutoCAD SHX Text

5' BITUMINOUS CONCRETE

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

4" WIDE PAINTED WHITE LINES

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

HANDICAP GRAPHIC SYMBLE

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

18'-O"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

L

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

AISLE

AutoCAD SHX Text

ACCESS

AutoCAD SHX Text

7'-0"(VAN)

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

HANDICAP

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

3'

AutoCAD SHX Text

5'-0"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PARKING SPACE LAYOUT

Oceanview Fitness Center Expansion Project - Falmouth ME |

Documents