proposed scope of work includes new ada unisex27541806-6670-456d-9204...0" dn dn dn dn existing...

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Page 1: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend
Page 2: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend

0"

DN

DN

DN

DN

EXISTING CEILING/FLOOR ABOVE W/NEW 5/8" TYPE 'X'GWB FINISH ONCEILING. SEE LIFESAFETY LEGEND

EXISTING DOOR, FRAME ANDHARDWARE TO REMAIN

PROVIDE NEW 1-HOUR DOOR(VERIFY SIZE IN FIELD) AND FRAME W/CLOSER AND LEVER HANDLEHARDWARE. PROVIDE MAGNETICHOLD OPEN TIED TO FIRE ALARMSYSTEM. REUSE EXISTING TRIM.

EXISTING 1-HOUR WALL.SEE LIFE SAFETY LEGEND

.

EXISTING DOOR TO REMAIN.PROVIDE 2X4 WALL W/ 1-LAYER1/2" GWB. PRIME AND 2-TOPCOATS PAINT. WALL TO CLOSEOFF STORAGE AREA UNDERSTAIR. SET WALL BEHIND EXISTINGWALLL ENOUGH TO FINISHPROPERLY

EXISTING FLOOR/CEILING ASSEMBLY @BASEMENT. PROVIDE1-HOUR RATING BYADDING NEW 5/8"TYPE 'X' GWB TOUNDERSIDE OFSTRUCTURE INBASEMENT. TAPE ANDSPACKLE ONLY.

EXISTING DOOR SHALLREMAIN AS IS. TYP.U.N.O.

EXISTING 2- STORY HOUSECONVERTED INTODOCTOR'S OFFICE.OCCUPANCY = BUSINESS

PROVIDE NEW 1-HOUR DOOR ANDFRAME W/ CLOSER AND LEVER

HANDLE HARDWARE WITHIN NEW 1-HOUR WALL SYSTEM (2 X STUDS @ 16"

O.C. X (MATCH EXISTING WALLDEPTH) W/ 5/8" TYPE 'X' GWB EACH

SIDE. LEAVE EXISTING POCKETDOORS, FRAMES AND TRIM.

RESPECTFULLY ATTACH NEW WALL TOEXISTING TO MAKE IT EASY FOR

FUTURE OWNER TO REMOVE THISSYSTEM AND REVERT BACK TO EXIST.

POCKET DOORS. DOOR TRIM ANDBASEBOARD TO MATCH EXISTING

EXISTING DOORTO REMAIN .

SEE ENLARGEDBATHROOM PLANON THIS SHEET FORADDITIONAL INFO.

REMOVE EXISTING KITCHENIN IT'S ENTIRETY. EXISTINGTILE FLOOR TO REMAIN. PATCH ASREQ'D BY DEMO OR AS REQ'D BYMISSING PIECES. REPAIR/ PATCHALL AFFECTED WALL/ CEILINGSURFACES. PRIME AND PAINT.

VERIFY EXISTINGHEATING SYSTEM IS INNEW ENCLOSEDROOM. EXTENDEXISTING SYSTEM INTONEW BATH, IF NO HEATEXISTS IN THIS AREA

DOOR HT. SHALL ALLOWHEAD TRIM TO BE INSTALLED

W/O DECREASING HT.

.

DN

EXISTING 1-HOUR WALL.SEE LIFE SAFETY LEGEND

.

Floor to Floor = 9'-9"

Ceiling Ht. = 8'-9"

RISE= 7 3/4"TREAD= 10"

WALKWAY

WALKWAY

PF

F

EE

N

N

E

PFE

E

P F

EE

E

CH

AN

GE

OF

USE

TO B

USI

NES

SEX

ISTI

NG

2-S

TORY

, 1-

BED

RO

OM

APA

RTM

ENT.

CH

AN

GE

OF

USE

TO

BUSI

NES

S

EXIS

TIN

G 1

-STO

RYC

ON

NEC

TOR

NO

T U

SED

BY A

PAR

TMEN

T

2- STORY BUSINESS

APARTMENT& BASEMENT

ENTRY

REARSTAIR

FRONT EXITSTAIR

ENTRY HALL

RECEPTIONWAITINGROOM

BACKOFFICE

ADA UNISEXBATHROOM

CLOSET

F F

F

2'-8" X 7'-0"

2'-8" X 7'-0"

2'-6" X 7'-0"

2- 2'-10" X 7'-0"

N

N N

N

3'-0" X 7'-0" +/-V.I.F.

OFFICE 1

OFFICE 2

2'-8" X 7'-0"

2'-8" X 7'-0"

3'-0" X 7'-0"

N

3'-0

" X 7

'-0"

EXIS

TIN

G 2

-STO

RY, 1

-BE

DR

OO

MA

PAR

TMEN

T.C

HA

NG

E O

F U

SE T

OBU

SIN

ESS

PN

N

N

FN

N

FN

FE N

FE N

S

HN

NS

NS

NH

NSNS

NS

NS

NS

2- STORY BUSINESS

UP

UP

DN

N

N

TRAV

EL D

ISTA

NC

E =

65'-0

"

ALL

OW

ED=

100'

-0"

PROVIDE NEW WALL ON TOPOF EXISTING HALF-WALLSAND INFILL EXISTINGOPENING. EXTEND WALL TOCEILING. MATERIAL ANDFINISHES SHALL MATCHEXISTING, INCLUDING ALLTRIM

RELOCATE EXISTING LIGHTSWITCH TO SIDE OF NEW DOOR

PROVIDE NEW 3'-0" X 7'-0" (VERIFY HT. TOMATCH EXISTING DOORS) DOOR AND LEVERHANDLE HARDWARE W/ 3 PAIR HINGES.HARDWARE FINISH TO MATCH EXISTING.

PROVIDE NEW 2-1'-3" X 6'-8" BI-FOLD DOOR PANELS W/ PULL AND3 PAIR HINGES PER LEAF.HARDWARE FINISH TO MATCHEXISTING.

DN

DN

UP TOUNFINISHED

ATTIC

ALL EXISTING SPACESSHALL REMAIN AS ISU.N.O.

NEW SINGLE HEADEMERG. LIGHT

EXISTING 1-HOUR WALL.SEE LIFE SAFETY LEGEND

REMOVE EXISTING DOOR, FRAMEAND HARDWARE & PROVIDE NEW 1-

HOUR DOOR (SIZE TO MATCHEXISTING) AND FRAME W/ CLOSER

AND LEVER HANDLE HARDWARE.REUSE EXISTING TRIM.

EXISTING DOOR SHALLREMAIN AS IS. TYP.U.N.O.

Ceiling Ht. = 8'-9"

9'-7" FLOOR TO ATTIC

8'-2" CEILING HEIGHT

F E

FE

FE

FE

FE

F E

F E

FE

CH

AN

GE

OF

USE

TO B

USI

NES

SEX

ISTI

NG

2-S

TORY

APA

RTM

ENT

TO R

EMA

IN

CH

AN

GE

OF

USE

TO B

USI

NES

SEX

ISTI

NG

2-S

TORY

APA

RTM

ENT

TO R

EMA

IN

OFFICE 3

CLOSET

OFFICE 4

OFFICE 6OFFICE 5

OFFICE 7

BATHROOM

CLOSETCLOSET

BATHROOM

HALL

FRONT EXITSTAIR

CLOSET

HALL

FE N

N

E

N

FRONTCOMPARTMENT=871 S.F. / 100 S.F.

= 8.71 (9)PEOPLE MAX

REARCOMPARTMENT=416 S.F. / 100 S.F.

= 4.16 (4)PEOPLE MAX

2'-8" X 7'-0"

2'-8"

X 7

'-0"

2'-8" X 7'-0"

2'-8"

X 7'

-0"

2'-8" X 7'-0"

2'-4" X 7'-0"

2'-8"

X 7'

-0"

2'-8" X 7'-0"

2'-8

" X 7

'-0"

2'-6"

X 7'

-0"

FE N

FE N

PN

PN

NS

NS

NS

NS

NS

NS

NS

NS

HN

HN

HNN

N

N

FE

FE

DN

N

TRAV

EL D

ISTA

NC

E =

75'-0

"

(DIM

ENSI

ON

IS T

O F

IRST

FLO

OR

ENTR

Y/ E

XIT

DO

OR)

ALL

OW

ED=

100'

PROJECT LOCATION:

Exit Access Travel DistanceAllowed Max =100'-0" (nonsprinkled, per NFPA 38.2.5.3.2)

See Notes

FE

E/N

F

P

Fire Alarm Subcontractorto submit to local

building department forseparate permit. This

Submission shall includeall smoke, CO2 alarms,

etc. as required bynational, state and local

codes

Exit Sign

Emergency Lighting

Fire Extinguisher

Fire Strobe A/V Device

Manual Pull Station

Smoke Detector

Heat Detector

Carbon Monoxide Detector

N= New, E= Existing

Renovated Wall to Achieve 1-Hour Fire Rating.Existing Barn Wall= 0 hour. Provide 2- Layers 5/8" ExteriorGrade Fire Resistant Densglass by Georgia Pacific or equalto interior side of Barn wall that Separates the Business fromthe Barn. Extend, in Section and Elevation, 1- hour wall fromtop of Basement Stone Foundation wall to underside of RoofSheathing. Extend 1- Hour wall in Plan 10'-0" from face ofexisting Connector to end of 1-Hour Wall. See Section and Elevation Details on Sheet A-3.1.

Existing 2x4 wall w/ lath and plaster each side = 1 hour asper table 720.1 (2) Fire Resistance periods for various wallsand partitions, 12-1.3. Provide fire sealant at perimeter.

Existing Plaster Floor/ Ceiling w/ 2-layers wood floor over 2xjoists at 16" o.c. w/ lath and plaster as ceiling finish= 5/8 houras per table 720.1 (3) Fire Resistance periods for various wallsand partitions. 13-1.2. Provide additional layer 5/8" Type 'X'GWB on entire ceiling area at an additional 40 min.s = 1hour 17.5 min.s. Provide fire sealant at perimeter.

New Wall- 2X4/6 Studs @16" o.c. w/ 1/2" GWB each side.Provide M.R. Board at ADA Bathroom Side of Wall. Provideprime and 2- Top Coats Paint.

Existing Walls (Exterior, Interior)

LIFE SAFETY LEGEND

EGRESS LEGEND

PROJECT DESCRIPTION:Proposed scope of work includes new ADA UnisexBathroom, Life Safety upgrades as required by change ofuse from single-family residence to a doctors office.

E/N

E/N

E/N

E/N

E/N

E/N

S

H

CD

City ofPortland, Maine Code of Ordinances

2009 Uniform Plumbing Code

ITEM # ITEMSECTION REQUIREMENT/CONDITION SECTION REQUIREMENT/CONDITION PROPOSED COMPLIANCE

1.0

Front House- First Floor & Second Floor

304.1 Business- B 13 New Business Change in Use, Existing use is Single-Family Residential.

Attached Rear Apartment- First Floor & Second Floor

310.1 Business-B 24 New Business Change in Use, Existing use is 1-Bedroom Apartment

2.0Construction Type: Group B & R-3

Table 503 and 506.3

Type V-B (Existing) A.8.2.1.2 Type V (000)(Existing)

Area Limitation: Group B & R-3

Table 503 and 506.3

B: 9,000 SF per Story. Existing Main Building = 1,400 s.f. per floor, Rear Building=490 s.f. per floor

No additional area is added.

Story Limitation: Group B & R-3

Table 503 and 504.2

B: Existing Main and Rear House= 2-stories

NFPA 5000 7.4.1

No Change

Height Limitation: Group B & R-3

Table 503 and 504.2

NFPA 5000 7.4.1

Existing: No Change in height to B

4.0Primary Structural Frames Table 601 0 hr Table A.8.2.1.2 0 hr ExistingExterior Bearing Wall Table 601 0 hr Table A.8.2.1.2 2 hr Existing- House is detached and over 50'-0" away from

adjacent buildingsInterior Bearing Wall Table 601 0 hr Table A.8.2.1.2 0 hr ExistingNon-bearing Exterior Walls Table 602 0 hr Table A.8.2.1.2 0 hr ExistingNon-bearing Interior Walls Table 601 0 hr Table A.8.2.1.2 0 hr ExistingFloor Construction and Secondary Members

Table 601 0 hr Table A.8.2.1.2 0 hr Existing

Roof Construction and Secondary Members

Table 601 0 hr Table A.8.2.1.2 0 hr Existing

5.0Automatic Sprinkler Systems 903/ 903.2.8 Not required if less than 50 people B: less than 50 people total occupant load.

Business- B 1018.1 Exist Access Corridors: 0 hour fire/smoke rating required due to occupant load is less than 30

7.1.3.1 Exist Access Corridors: 0 hour fire/smoke rating required due to occupant load is less than 30

Existing, Not in Scope

Mixed Use and Occupancy Table 508.4 Separation Between Business and Barn = 2 hours w/o sprinklers

TABLE 6.1.14.4.1(a)

Separation Between Business and Barn = 2 hours w/o sprinklers

Existing Wall bewteen two occupancies shall be rated to 1 hour from Barn side only- Allowed, if no storage is in Barn. Clients shall send a signed letter stating they will not store anything in the Barn

Exit Enclosure/ Unenclosed stairs

1022.1 B: Not required if less than 10 occupants and only open to one story above exit discharge.

If existing building and a two-story exit enclosure connects the story of exit discharge with an adjacent story, the exit shall be permitted to be enclosed only on the story of exit discharge, provided that not less than 50% of the number and capacity of exits on the story of exit discahrge are independent of such enclosures. 1-Hour Exit Enclosure required for main level only

Main Building-B: One rated Exit Enclosure provided at Front Entry of Main Level only. See second floor enclosure exemption on this line in adjacent cell. A second existing exit is provided at the back left corner of the Business portion of the building. Rear Building-B: One rated Exit Enclosure provided at Back Door only. See second floor enclosure exemption on this line in adjacent cell.

6.0 MEANS OF EGRESS Occupant Load Table

1004.1.1Floor area per occupant- B: 100 s.f. per person

7.3.1.2 / 39.1.7 Floor area per occupant- B: 100 s.f. per person

Front Business B: 2,800 s.f. / 100 s.f. per person = 28 people,Rear Business B: 980 s.f./100 s.f. per person= 10 people, Toal occupant Load= 38 people

Egress Width per Occupant 1005.1 .3" per person Stairways.2" per Person Horizontal

7.3.3.1 .3" per person Stairways.2" per Person Horizontal

Existing, Not in Scope

Minimum Door Widths 1008.1.1 32" Minimum Clear Width 7.2.1.2.3 32" Minimum Clear Width Existing, Not in ScopeCommon Path of Travel 1014.3 /

1028.8See NFPA Table 7.6 Table 7.6 75' Travel Distance is 75' or less

Travel Distance Table 1016.1 / 1028.7

B= 200' w/o Sprinkler Existing, Not in Scope

Corridor Width 1018.2 44" min when occupancy > 5036" min when occupancy < 50

44" min when occupancy > 50 Existing, Not in Scope

Dead End Corridors 1018.4 20 Feet or 50 Feet with sprinkler system 50 Feet max Existing, Not in ScopeMinimum Number of Exits per Ocupancy Type

Table 1021.1 Main Building: 2- per floor. Rear Building: 1- per Floor due to less than 49 occupants

38.2.4.2 One exit allowed: Sect. 38.2.5.3.2 if common path of travel is less than 100'-0" and the total occupant load per floor is less than 30

IBC- 2- Exits, but not required to be enclosed if less than 10 people per exit stair. See 5.0 Fire and Smoke Protection Features, Exit Enclosure. Less than 10 people per stair due to fire compartmentalization on Second floor. See Second floor Life Safety Plan. NFPA: One exit required. See 6.0 Means of Egress, Minimum Number of Exits per Ocupancy Type.

1015.2 1/2 the diagonal in non sprinklered buildings,

7.5.1.3.3

Exit Access Travel Distance 1016 as per table 1016.1 Maximum distance w/o sprinklers is 200'. Exit Discharge 1027.1 Exits shall discharge directly to the

exterior. Combination of exceptions 1 and 2 shall not exceed 50%

Existing, Not in Scope

1027.1.1 max 50% exits may egress through areas on the level of discharge if:- exit is readily visible- level of discharge separated from below with rated construction-automatic sprinkler system

Existing, Not in Scope

1027.1.2 max 50% can egress through vesibule if:- separated from below with rated construction- 10' deep max, 30' wide max- rated enclosure- only used for means of egress

Existing, Not in Scope

8.0 STAIRWAYSStairway Width 1009.1 44" Min (36" min. for <50 Occupants) 7.2.2.2.1.2 44" Min (36" min. for <50 Occupants) Existing, Not in ScopeHeadroom 1009.2 80" min headroom clearance 7.2.2.2.1.1(a) 80" min headroom clearance Existing, Not in ScopeStair Treads and Risers 1009.4 4" min < Riser < 7" max

11" min tread7.2.2.2.1.1(a) 4" min < Riser < 7" max

11" min treadExisting, Not in Scope

Profile 1009.4.5 Risers shall be solid Existing, Not in ScopeStairway Landing 1009.5 Required at top and bottom. Width

and distance in direction of travel equal to or greater than stair width

7.2.2.3.2 Landing size can not decrease in the path of travel. Distance in direction of travel equal to or greater than stair width

Existing, Not in Scope

Vertical Rise 1009.7 12' max vertical rise between floors or landings

7.2.2.2.1.1(a) 12' max vertical rise between floors or landings

Existing, Not in Scope

Handrails 1009.12 Handrails required on both sides 7.2.2.4.1.1 Handrails required on both sides Existing, Not in ScopeHandrail Height 1012.2 34" min and 36" max above stair tread

nosing7.2.2.4.4.1 34" min and 36" max above stair tread

nosingExisting, Not in Scope

Handrail Graspability 1012.1.1 Must comply with Type I Existing, Not in ScopeHandrail Extensions 1012.6 must extend 12" beyond top riser and

depth of 1 tread beyond bottom riser7.2.2.4.4.10 must extend 12" beyond top riser and

depth of 1 tread beyond bottom riserExisting, Not in Scope

Guard Rails 10013.1 Required on landings > 30" high Existing, Not in Scope

Guard Rail Height 1013.2 42" min 7.2.2.4.5.2 42" min Existing, Not in ScopeOpening Limitations 1013.3 4" max opening 7.2.2.4.5.3 4" max opening Existing, Not in Scope

224 EAST MAIN STREET

Yarmouth, ME 04096

2009 International Building Code (IBC)

1999 NFPA 70 - National Electrical Code2009 NFPA 101 - Life Safety Code

2009 NFPA 1 Fire Code

2009 International Residential Code (IRC)

2007 ASHRAE 62.2 - Ventilation for Acceptable Indoor Air Quality in Low-Rise Residential Buildings2007 ASHRAE 90.1 - Energy Standard for Buildings except Low Rise Residential Buildings w/out addenda

Applicable Codes:

2009 International Energy Conservation Code (IECC)

2007 ASHRAE 62.1 - Ventilation for Acceptable Indoor Air Quality

The Maine Subsurface Waste Water Disposal RuleThe Maine State Plumbing Code

Maine Uniform Building and Energy Code (MUBEC)

USE AND OCCUPANCY

2007 ASTM E1465-06 - Radon Standard for New Residential Construction - (Maine Model Standard)

MUBEC / 2009 IBC 2009 NFPA 101 - Life Safety CodeCODE REVIEW BY SECTION: IBC and NFPA 101

FIRE AND SMOKE PROTECTION FEATURES

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

Figure 31Lavatory Clearances

Figure 32Clear Floor Space at Lavatories

4.19.3 Clear Floor Space. A clear floor space 30 in by 48 in (760 mm by 1220 mm) complying with4.2.4 shall be provided in front of a lavatory to allow forward approach. Such clear floor space shall adjoinor overlap an accessible route and shall extend a maximum of 19 in (485 mm) underneath the lavatory(see Fig. 32).

4.19.4 Exposed Pipes and Surfaces. Hot water and drain pipes under lavatories shall be insulated orotherwise configured to protect against contact. There shall be no sharp or abrasive surfaces underlavatories.

4.19.5 Faucets. Faucets shall comply with 4.27.4. Lever-operated, push-type, and electronicallycontrolled mechanisms are examples of acceptable designs. If self-closing valves are used the faucet shallremain open for at least 10 seconds.

4.19.6* Mirrors. Mirrors shall be mounted with the bottom edge of the reflecting surface no higher than40 in (1015 mm) above the finish floor (see Fig. 31). Appendix Note

4.20 Bathtubs.

4.20.1 General. Accessible bathtubs shall comply with 4.20.

4.20.2 Floor Space. Clear floor space in front of bathtubs shall be as shown in Fig. 33.

4.20.3 Seat. An in-tub seat or a seat at the head end of the tub shall be provided as shown in Fig. 33 and34. The structural strength of seats and their attachments shall comply with 4.26.3. Seats shall bemounted securely and shall not slip during use.

Figure 29Grab Bars at Water Closets

Figure 29bGrab Bars at Water Closets

Side Wall

4.16.5* Flush Controls. Flush controls shall be hand operated or automatic and shall comply with4.27.4. Controls for flush valves shall be mounted on the wide side of toilet areas no more than 44 in(1120 mm) above the floor. Appendix Note

4.16.6 Dispensers. Toilet paper dispensers shall be installed within reach, as shown in Fig. 29(b).Dispensers that control delivery, or that do not permit continuous paper flow, shall not be used.

4.16.7* Water Closets for Children. Water closets used primarily by children ages 12 and younger shallcomply with 4.16.7 as permitted by 4.16.1. Appendix Note

(1) Clear Floor Space. Clear floor space for water closets not in stalls shall comply with Fig. 28 except thatthe centerline of water closets shall be 12 in minimum to 18 in maximum (305 mm to 455 mm) from theside wall or partition. Clear floor space may be arranged to allow either a left- or right-hand approach.

(2)Height. The height of water closets shall be 11 in minimum to 17 in maximum (280 mm to 430 mm),measured to the top of the toilet seat. Seats shall not be sprung to return to a lifted position.

(3) Grab Bars. Grab bars for water closets not located in stalls shall comply with 4.26 and Fig. 29 exceptthat grab bars shall be mounted 18 in minimum to 27 in maximum (455 mm to 685 mm) above the finishfloor measured to the grab bar centerline. The grab bar behind the water closet shall be 36 in (915 mm)minimum.EXCEPTION: If administrative authorities require flush controls for flush valves to be located in a positionthat conflicts with the location of the rear grab bar, then that grab bar may be split or, at water closets witha centerline placement below 15 in (380 mm), a rear grab bar 24 in (610 mm) minimum on the open sideof the toilet area shall be permitted.

(4) Flush Controls. Flush controls shall be hand operated or automatic and shall comply with 4.27.4.Controls for flush valves shall be mounted on the wide side of the toilet area no more than 36 in (915 mm)above the floor.

(5) Dispensers. Toilet paper dispensers shall be installed 14 in minimum to 19 in maximum (355 mm to485 mm) above the finish floor measured to the dispenser centerline. Dispensers that control delivery, or

CS-01 CHANGING STATION

ID

TOILET ROOM ACCESSORIESNAME MANUFACTURER QTY ROOM NOTES

ALLIEDKOALA KARE KB200-01- HORIZONTAL GRAY BABY CHANGINGSTATION. INSTALL AS RECOMMENDED BY MANUF. PROVIDEBLOCKING IN WALL AS REQUIRED BY MANUF. REC.

1 ADA UNISEX BATHROOM

WC-01 WATER CLOSET

ID

PLUMBING FIXTURE SCHEDULENAME MANUFACTURER QTY ROOM NOTES

CADET FLOWISE RIGHT HEIGHT ELONGATED PRESSURE-ASSISTEDTOILET 1.1 GPF/ 4.2 LPF. COLOR WHITE, SEAT: AMERICAN STANDARD#5324.019 RISE AND SHINE SEAT AND COVER

1

TBDSURFACE MOUNTED ROLLPAPER TOWEL DISPENSER

1PTD-01

TBDTOILET TISSUE DISPENSER 1

BOBRICKGRAB BAR- 42" 142" ADA HORIZ. GRAB BAR: B-5806.99 ST. STL. GRAB BAR W/ SNAPFLANGES AND PEENED GRIPPING SURFACE. INSTALL AS PER ADAAND MANUF. RECOMMENDATIONS. PROVIDE BLOCKING IN WALLAS PER MANUF. REC.

BOBRICK 1 36" ADA HORIZ. GRAB BAR: B-5806.99 ST. STL. GRAB BAR W/ SNAPFLANGES AND PEENED GRIPPING SURFACE. INSTALL AS PER ADAAND MANUF. RECOMMENDATIONS. PROVIDE BLOCKING IN WALLAS PER MANU F. REC.

1GRAB BAR- 36"

TT-01

GB-01

GB-02

BOBRICKMIRROR 1ADA TILT MIRROR WITH ST. STL. FRAME, B-294. INSTALL AS PER ADAAND MANUF. RECOMMENDATIONS. PROVIDE BLOCKING IN WALLAS PER MANUF. REC.

M-01

LAV-01 LAVATORY AMERICAN STANDARDMISSOURI WALL-HUNG LAVATORY 0436.004US FOR 4" FAUCET HOLES.COLOR: WHITE1

FAUCET 1 AMERICAN STANDARD COLONY PRO TWO-HANDLE CENTERSETFAUCET. FINISH: POLISHED CHROME.

F-01

INTERIOR DOORS AND FRAMES FOR PAINTED OR STAINED FINISH:

ROGUE VALLEY:

APARTMENT ENTRY (ONE HOUR), ADA BATHROOM & CLOSETDOORS (TYP. OF 3): 1 3/8" SOLID-CORE 2- PANEL DOOR,NANTUCKET 4082 W/ 1-3/8" OVOLO STICKING PROFILE W/ 1/4"GROOVE AND 1/4" FLAT PANEL PROFILE W/ 1/4" GROOVE.MATERIAL: POPLAR, FINISH- PRE-PRIMED AND PAINTED (2-TOPCOATS). PROVIDE SHOP DRAWING AND PRODUCT LITERATURE TOARCHITECT FOR APPROVAL PRIOR TO ORDERING.

RATED ENTRY HALL DOORS AND 2ND FLLOR DOOR (TYP. OF 4): 1-HOUR RATED 1 3/4" SOLID-CORE 2- PANEL DOOR, NANTUCKET 4082W/ 1 3/4" OVOLO STICKING PROFILE W/ 5/8" GROOVE AND 5/8"FLAT, PANEL PROFILE W/ 5/8" GROOVE. MATERIAL: RED OAK TOMATCH EXISTING MAT'L (VERIFY EXISTING DOOR SPECIES IN FIELDPRIOR TO ORDERING) FINISH- STAINED TO MATCH EXISTING.PROVIDE SHOP DRAWING AND PRODUCT LITERATURE TOARCHITECT FOR APPROVAL PRIOR TO ORDERING.

INTERIOR FRAMES FOR PAINTED OR STAINED FINISH:

APARTMENT ENTRY, ADA BATHROOM & CLOSET: PRE-PRIMED ANDPAINTED (2-TOP COATS) WOOD (NO FINGER JOINTS).

ENTRY & SECOND FLOOR: 1- HOUR RATED FRAME IN RED OAK TOMATCH EXISTING MAT'L (VERIFY EXISTING FRAME SPECIES IN FIELDPRIOR TO ORDERING) FINISH- STAINED TO MATCH EXISTING.PROVIDE SHOP DRAWINGS AND PRODUCT LITERATURE TOARCHITECT FOR APPROVAL PRIOR TO ORDERING.

HARDWARE (TYP. OF 7 U.N.O.): DORMA C500 LC LEVERSET W/BRONZE: 613 FINISH. CLOSER (TYP. OF 6): DORMA 8616ARCHITECTURAL GRADE W/ AF-86P-STANDARD ARM TRI-PACK W/DKBR-695 DARK BRONZE PAINT FINISH AND HINGES: THERMA-TRUSELF-ALIGNING BALL BEARING FOR FIRE RATED DOORS W/ OILRUBBED BRONZE FINISH. TYP. OF 3- PER DOOR. PROVIDE SHOPDRAWINGS AND PRODUCT LITERATURE TO ARCHITECT FORAPPROVAL PRIOR TO ORDERING.

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

ADA UNISEX BATHROOM

AMERICAN STANDARD

AMERICAN STANDARD

PRODUCT TBD BY OWNER

PRODUCT TBD BY OWNER

3'-6" 1'-0"

6"3'

-0"

1'-6

"

2'-4

"

ADA SINK W/ MIRRORABOVE

BABY CHANGING STATION:MOUNTING HT.= 38" MAX.TO T.O. OPERABLE PART

ADA TOILET

TOILET TISSUE HOLDER

STAINLESS STEEL GRAB BARS

PAPER TOWEL DISPENSER.INSTALL @ 38" A.F.F. MAX TOOPERABLE PART

.

FOR ADDITIONALMOUNTING HEIGHTS, ETC.SEE ADA DIMENSIONALREQMT'S THIS SHEET

F-01

LAV-01

WC-01

CS-01

PTD-01

TT-01SN-01

M-01

GB-02

GB-01

ADA UNISEXBATHROOM

CLOSET

Figure 29Grab Bars at Water Closets

Figure 29bGrab Bars at Water Closets

Side Wall

4.16.5* Flush Controls. Flush controls shall be hand operated or automatic and shall comply with4.27.4. Controls for flush valves shall be mounted on the wide side of toilet areas no more than 44 in(1120 mm) above the floor. Appendix Note

4.16.6 Dispensers. Toilet paper dispensers shall be installed within reach, as shown in Fig. 29(b).Dispensers that control delivery, or that do not permit continuous paper flow, shall not be used.

4.16.7* Water Closets for Children. Water closets used primarily by children ages 12 and younger shallcomply with 4.16.7 as permitted by 4.16.1. Appendix Note

(1) Clear Floor Space. Clear floor space for water closets not in stalls shall comply with Fig. 28 except thatthe centerline of water closets shall be 12 in minimum to 18 in maximum (305 mm to 455 mm) from theside wall or partition. Clear floor space may be arranged to allow either a left- or right-hand approach.

(2)Height. The height of water closets shall be 11 in minimum to 17 in maximum (280 mm to 430 mm),measured to the top of the toilet seat. Seats shall not be sprung to return to a lifted position.

(3) Grab Bars. Grab bars for water closets not located in stalls shall comply with 4.26 and Fig. 29 exceptthat grab bars shall be mounted 18 in minimum to 27 in maximum (455 mm to 685 mm) above the finishfloor measured to the grab bar centerline. The grab bar behind the water closet shall be 36 in (915 mm)minimum.EXCEPTION: If administrative authorities require flush controls for flush valves to be located in a positionthat conflicts with the location of the rear grab bar, then that grab bar may be split or, at water closets witha centerline placement below 15 in (380 mm), a rear grab bar 24 in (610 mm) minimum on the open sideof the toilet area shall be permitted.

(4) Flush Controls. Flush controls shall be hand operated or automatic and shall comply with 4.27.4.Controls for flush valves shall be mounted on the wide side of the toilet area no more than 36 in (915 mm)above the floor.

(5) Dispensers. Toilet paper dispensers shall be installed 14 in minimum to 19 in maximum (355 mm to485 mm) above the finish floor measured to the dispenser centerline. Dispensers that control delivery, or

SCALE: 3/16" = 1'-0"1

FIRST FLOOR & LIFE SAFETY PLANSCALE: 3/16" = 1'-0"

2SECOND FLOOR & LIFE SAFETY PLAN

SCALE: 1/2" = 1'-0"1

ENLARGED ADA UNISEX BATHROOM PLAN

ADA RESTROOM DIMENSIONAL REQUIREMENTS

FOR ADDITIONALNOTES SEE FLOORPLAN

SEE BARN- SECOND FLOOR LIFE SAFETYPLAN 2/ A-1.2 FOR ADDITIONAL

INFORMATION

SEE BASEMENT PLAN 3/A-1.2 AND BARN-FIRST FLOOR LIFE SAFETY PLAN 1/ A-1.2

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Page 3: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend

10'-0"

10'-0

"

PROVIDE NEW 2'-6" X 6'-8" (VERIFY SIZEW/ EXIST. CONDITIONS) 1- HOURINSULATED METAL DOOR AND FRAMEW/ CLOSER AND LEVER HANDLEHARDWARE WITHIN NEW 1- HOURWALL SYSTEM.

Provide fire rated Sealant at perimeterof New Rated GWB Finish, including atall wood faces that GWB comes intocontact with, such as, underside offloor Boards, Sides/ Bottom of Floor/Roof Joists, Beams, Braces, etc.

Provide Continuous 2xblocking full depth andheight of packed-outWall

Provide Continuous 2xblocking full depth and fullheight of packed-out Wall.

Rated Wall shifts abovePocket for Barn Door

New 1-Hour Wall System at interiorside of existing Barn. Typ. @ two Walls

Loft Above

INTERIOR DOORS AND FRAMES FOR PAINTED OR STAINED FINISH:

ROGUE VALLEY:

APARTMENT ENTRY (ONE HOUR), ADA BATHROOM & CLOSETDOORS (TYP. OF 3): 1 3/8" SOLID-CORE 2- PANEL DOOR,NANTUCKET 4082 W/ 1-3/8" OVOLO STICKING PROFILE W/ 1/4"GROOVE AND 1/4" FLAT PANEL PROFILE W/ 1/4" GROOVE.MATERIAL: POPLAR, FINISH- PRE-PRIMED AND PAINTED (2-TOPCOATS). PROVIDE SHOP DRAWING AND PRODUCT LITERATURE TOARCHITECT FOR APPROVAL PRIOR TO ORDERING.

RATED ENTRY HALL DOORS AND 2ND FLLOR DOOR (TYP. OF 4): 1-HOUR RATED 1 3/4" SOLID-CORE 2- PANEL DOOR, NANTUCKET 4082W/ 1 3/4" OVOLO STICKING PROFILE W/ 5/8" GROOVE AND 5/8"FLAT, PANEL PROFILE W/ 5/8" GROOVE. MATERIAL: RED OAK TOMATCH EXISTING MAT'L (VERIFY EXISTING DOOR SPECIES IN FIELDPRIOR TO ORDERING) FINISH- STAINED TO MATCH EXISTING.PROVIDE SHOP DRAWING AND PRODUCT LITERATURE TOARCHITECT FOR APPROVAL PRIOR TO ORDERING.

INTERIOR FRAMES FOR PAINTED OR STAINED FINISH:

APARTMENT ENTRY, ADA BATHROOM & CLOSET: PRE-PRIMED ANDPAINTED (2-TOP COATS) WOOD (NO FINGER JOINTS).

ENTRY & SECOND FLOOR: 1- HOUR RATED FRAME IN RED OAK TOMATCH EXISTING MAT'L (VERIFY EXISTING FRAME SPECIES IN FIELDPRIOR TO ORDERING) FINISH- STAINED TO MATCH EXISTING.PROVIDE SHOP DRAWINGS AND PRODUCT LITERATURE TOARCHITECT FOR APPROVAL PRIOR TO ORDERING.

HARDWARE (TYP. OF 7 U.N.O.): DORMA C500 LC LEVERSET W/BRONZE: 613 FINISH. CLOSER (TYP. OF 6): DORMA 8616ARCHITECTURAL GRADE W/ AF-86P-STANDARD ARM TRI-PACK W/DKBR-695 DARK BRONZE PAINT FINISH AND HINGES: THERMA-TRUSELF-ALIGNING BALL BEARING FOR FIRE RATED DOORS W/ OILRUBBED BRONZE FINISH. TYP. OF 3- PER DOOR. PROVIDE SHOPDRAWINGS AND PRODUCT LITERATURE TO ARCHITECT FORAPPROVAL PRIOR TO ORDERING.

4A-1.2

4A-1.2

PN

FN

NH

NH

UP

Remove existing Window and infillopening w/ materials to matchexisting adjacent wall. typ. of 2openings

10'-0"

10'-0

"

HN

HN

HN

HN

DN

2'-5

"8'

-10"

3'-0

" MIN

.

8'-81/2"

EXISTING BOILER W/AUTOMATIC SPRINKLER HEADABOVE UNIT

PROVIDE NEW 20 MINUTE DOOR AND FRAMEW/ CLOSER AND LEVER HANDLE HARDWAREWITHIN NEW SMOKE PARTITION (2 X 4 STUDS @16" O.C. W/ 1/2" GWB EACH SIDE). PROVIDECONTINUOUS SEALANT AT PERIMETER OFWALLS AT TOP AND BOTTOM AND SIDESALONG EXISTING EXTERIOR WALLS. SCRIBEWALL FINISHES AS REQ'D AT EXISTINGFOUNDATION WALL. VERIFY 3'-0" WIDE X 6'-8" HDOOR LOCATION IN FIELD TO CLEAR ALL LOWPLUMBING, ETC. PROVIDE CUSTOM DOOR HT.IF REQUIRED BY EXISTING CEILING HT.

PROVIDE 1/2" GWB ON EXISTINGFLOOR/ CEILING JOISTS ABOVE.PROVIDE FIRE SEALANT AT PERIMETERADJ. TO WALLS

EXISTING CHASE TO REMAIN

WATER FILTRATION SYSTEM

ALIGN NEW WALL FINISH W/INSIDE CORNER OF EXTERIOR

WALL AND BAY WALL

VERIFYDIMENSIONS W/

PROPERCLEARANCES ATALL EQUIPMENT

.

EXISTING FLOOR/CEILING ASSEMBLYABOVE. PROVIDE 1-HOUR RATING BYADDING NEW 5/8"TYPE 'X' GWB TOUNDERSIDE OFSTRUCTURE INBASEMENT. TAPE ANDSPACKLE ONLY.

UP

NCD

EH

EH

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SCALE: 3/16" = 1'-0"1

BARN-FIRST FLOOR & LIFE SAFETY PLAN

SCALE: 3/16" = 1'-0"2

BARN-SECOND FLOOR & LIFE SAFETY PLAN

SCALE: 1/4" = 1'-0"3

BASEMENT PLAN

SCALE: 1' = 1'-0"4

PROPOSED 1- HOUR RATED BARN WALLS

Provide 2- Layers 5/8"Exterior Grade FireResistant Densglass byGeorgia Pacific or equalto interior side of Barnwall that Separates theBusiness from the Barn.Prime and 2- Top CoatsPaint. Extend 10'-0" fromConnector Wall Finish atFront and Right Side ofBarn

Provide 2- Layers 5/8"Exterior Grade FireResistant Densglass byGeorgia Pacific or equalto interior side of Barnwall that Separates theBusiness from the Barn.Prime and 2- Top CoatsPaint. Extend 10'-0" fromConnector Wall Finish atFront and Right Side ofBarn

Provide Fire RatedSealant at Perimeter ofNew Rated GWB Finish,including at all woodfaces that GWB comesinto contact with, suchas, underside of floorBoards, Sides/ Bottom ofFloor Joists, Beams,Braces, Etc.

..Provide Fire Rated

- Side - Front

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224 EAST MAIN STREET SITE IMPROVEMENTS

C-01

PRO

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> >

UNDERDRAIN
GREEN SPACE
CONCRETE
PERVIOUS PAVERS
STRIPING
SEDIMENTATION BARRIER
EDGE OF EX. PAVEMENT
CURB
SIGN
LAMP OR LIGHT POLE
UTILITY POLE
GUY WIRE
WATER VALVE
FIRE HYDRANT
SEWER MANHOLE
CATCH BASIN
DRAIN MANHOLE
DRAIN INLET
UNDERGROUND ELECTRIC LINE
UNDERGROUND WATER LINE
MINOR CONTOURS (1 FT)
MAJOR CONTOURS (5 FT)
GAS LINE
STORM DRAIN LINE
SEWER LINE
BUILDING
FOUNDATION DRAIN
OVERHEAD ELECTRICAL/TELEPHONE/CABLE
PROPERTY LINE
SETBACKS
APPROX.
APPROXIMATE
BC
BOTTOM OF CURB
BMP
BEST MANAGEMENT PRACTICE
BOT.
BOTTOM
CB
CATCH BASIN
CF
CUBIC FOOT
CIP
CAST IN PLACE
CM
CONSTRUCTION MANAGER
CMP
CENTRAL MAINE POWER
CONC.
CONCRETE
CY
CUBIC YARD
DIP
DUCTILE IRON PIPE
DIA.
DIAMETER
DIM.
DIMENSION
EA.
EACH
ELEC.
ELECTRICAL
ELEV.
ELEVATION
EQUIV.
EQUIVALENT
EST.
ESTIMATE
EX.
EXISTING
FFE
FINISH FLOOR ELEVATION
FT.
FEET
GAL.
GALVANIZED
ID
INNER DIAMETER
IN.
INCH
INV.
INVERT
L
LENGTH
MAX.
MAXIMUM
MDOT
MFG.
MANUFACTURED
MH
MANHOLE
MIN.
MINIMUM
O.C.
ON CENTER
OD
OUTSIDE DIAMETER
OHE/T/C
PC
PRECAST
PE
PROFESSIONAL ENGINEER
PL
PROPERTY LINE
PLS
PROFESSIONAL LAND SURVEYOR
PROP.
PROPOSED
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
PWD
PORTLAND WATER DISTRICT
R
RADIUS
RD
ROOF DRAIN
RET.
RETAINING
ROW
RIGHT OF WAY
S
SLOPE
SD
STORM DRAIN
SDR
STANDARD DIMENSION RATIO
SF
SQUARE FEET
SMH
SEWER MANHOLE
SPEC.
SPECIFICATION
TC
TOP OF CURB
TW
TOP OF WALL
TYP.
TYPICAL
UD
UNDERDRAIN
UGE
UNDERGROUND ELECTRIC
DRAWING NO.
COVER SHEET & LEGEND
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
TILIA PROPERTIES, LLC
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
ISSUED FOR
BY
DATE
SITE PLAN APP.
WHS
5/23/17
1084_CIVIL
1084
NTS
WHS
SJL
WHS
C-01
COVER SHEET & LEGEND
C-02
GENERAL NOTES
EX
EXISTING CONDITIONS PLAN - BY NORTHEAST CIVIL SOLUTIONS
C-10
SITE & LANDSCAPE PLAN
C-20
GRADING & DRAINAGE PLAN
C-30
SITE DETAILS
C-31
DRAINAGE DETAILS
C-32
EROSION CONTROL DETAILS & NOTES
WV
H
Y
D
S
D
64
65
64
65
S
S
S
G
G
G
W
W
W
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C-02

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DRAWING NO.
GENERAL NOTES
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
ISSUED FOR
BY
DATE
SITE PLAN APP.
WHS
5/23/17
1084_CIVIL
1084
NTS
WHS
SJL
WHS
PERMITTING NOT ISSUED FOR CONSTRUCTION
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
TILIA PROPERTIES, LLC
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EAST MAIN STREET

BETH C

ON

DO

N TRAIL

[Tie

Lin

e N

55°1

7'28

"W 2

10.8

5']

U.S. ROUTE 1

E

AST

MA

INST

RE

ET

RA

MP

(280

'±)

(255'±)

(200

'±)

(SWLY)

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EAST MAIN STREET

2 STORY DWELLING
GARAGE
SHED
BARN
BARN
TO NORTH ROAD
TO WILLOW STREET
1" IRON PIPE FOUND 0.8' ABOVE GRADE
(HELD)
5X5 GRANITE MONUMENT FOUND W/DH, 0.5' ABOVE GRADE
1" IRON PIPE FOUND, 0.8' ABOVE GRADE
3/4" IRON PIPE FOUND W/ELBOW, 0.5' ABOVE GRADE, LOOSE
5/8" REBAR FOUND, 0.1'AG
3/4" ALUM. PIPE FOUND, 1.4' ABOVE GRADE
PORCH
DECK
OIL TANK
BRICK
PATIO
PORCH
STONE
RETAINING
WALL
(TYPICAL)
INV. 12" CMP CULVERT W/CONC. HEADWALL INV. - 94.67'
INV. 12" CPP CULVERT INV.=93.89'
CONCRETE WALK
CONCRETE PAD
UP 56
UP NET 58
PROJECT BENCHMARK TOP BOLT ON HYDRANT ELEV.= 98.98' (NAVD 1988)
PAVED
PAVED
N67°53'20"W
280.29'
N36°23'43"E
258.13'
S55°17'28"E
211.21'
S19°10'18"W
204.35'
BOLLARD
(HELD)
60'
PAVED, PUBLIC ( SEE NOTE 5 )
SPEED LIMIT 30 MPH SIGN
AC UNITS
SHED
CB
FFE=104.92'
APPARENT RIGHT WAY
SETBACK, TYP.
EXISTING STOCKADE FENCE
PROPOSED TREE AR (1)
TRANSITION LINE. SEE NOTE 77
PRESERVE TREE
CONCRETE PAD TO REMAIN
DRAWING NO.
ISSUED FOR
BY
SITE & LANDSCAPE PLAN
DATE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
SITE PLAN APP.
1084_CIVIL
1084
1"=20'
SJL
SJL
WHS
WHS
5/23/17
PERMITTING NOT ISSUED FOR CONSTRUCTION
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
TILIA PROPERTIES, LLC
LEGEND
HATCH STYLE
ASSOCIATED AREAS
GREEN SPACE
CONCRETE
PERMEABLE PAVERS
HOT MIX ASPHALT
SPACE AND BULK STANDARDS
ZONE:
REQUIRED
PROPOSED
MINIMUM LOT SIZE
1 ACRE
1.3 ACRES
LOT WIDTH
130 FT.
204 FT.
FRONT YARD SETBACK
15 FT.
> 15 FT.
SIDE YARD SETBACK
10 FT.
> 10 FT.
REAR YARD SETBACK
15 FT.
> 15 FT.
PARKING SPACES
18
PARKING SUMMARY
PARKING DIMENSION
# PARKING SPACES
STANDARD (9'X18')
14
COMPACT (9'X16')
3
ADA (8'X19')
1
TOTAL SPACES
18
0
20
20
40
SCALE:1" = 20'1" = 20'
PLANT SCHEDULE
ID
BOTANICAL NAME
COMMON NAME
QTY
SIZE
PERENNIALS
RH
RUDBECKIA HIRTA
BLACK EYED SUSAN
8
1 GAL.
SS
SALVIA SYLVESTRIS
SAGE 'MAY NIGHT'
8
1 GAL.
LC
LOBELIA CARDINALIS
CARDINAL FLOWER
6
1 GAL.
EP
ECHINACEA PURPUREA
PURPLE CONEFLOWER
7
1 GAL.
SHRUBS
CA
CLETHRA ALNIFOLIA
RUBY SPICE SUMMERSWEET
3
3 GAL.
VB
VIBURNUM DENTATUM
NORTHERN ARROWWOD
6
3 GAL.
TREES
AR
ACER RUBRUM
ARMSTRONG RED MAPLE
1
2.5" CALIPER
JV
JUNIPERUS VIRGINIANA
EASTERN JUNIPER
6
4-5 FT.
Page 7: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend

EAST MAIN STREET

BETH C

ON

DO

N TRAIL

[Tie

Lin

e N

55°1

7'28

"W 2

10.8

5']

U.S. ROUTE 1

E

AST

MA

INST

RE

ET

RA

MP

(280

'±)

(255'±)

(200

'±)

(SWLY)

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EAST MAIN STREET

S
2 STORY DWELLING
GARAGE
2 1/2 STORY DWELLING
SHED
BARN
BARN
TO NORTH ROAD
TO WILLOW STREET
1" IRON PIPE FOUND 0.8' ABOVE GRADE
(HELD)
5X5 GRANITE MONUMENT FOUND W/DH, 0.5' ABOVE GRADE
1" IRON PIPE FOUND, 0.8' ABOVE GRADE
3/4" IRON PIPE FOUND W/ELBOW, 0.5' ABOVE GRADE, LOOSE
5/8" REBAR FOUND, 0.1'AG
3/4" ALUM. PIPE FOUND, 1.4' ABOVE GRADE
PORCH
DECK
OIL TANK
BRICK
PATIO
PORCH
STONE
RETAINING
WALL
(TYPICAL)
104
CONCRETE WALK
CONCRETE PAD
UP 56
UP NET 58
PROJECT BENCHMARK TOP BOLT ON HYDRANT ELEV.= 98.98' (NAVD 1988)
PAVED
PAVED
N67°53'20"W
S19°10'18"W
BOLLARD
60'
PAVED, PUBLIC ( SEE NOTE 5 )
SPEED LIMIT 30 MPH SIGN
AC UNITS
SHED
CB
W
W
FFE=104.92'
APPARENT RIGHT WAY
98
97
99
98
100
102
103
104
99
SPOT'
101
EXISTING BARN 2,022 SF
102
102
97
101.30'
100
GUTTER LINE
DRAWING NO.
ISSUED FOR
BY
GRADING & DRAINAGE PLAN
DATE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
SITE PLAN APP.
1084_CIVIL
1084
1"=20'
SJL
SJL
WHS
WHS
5/23/17
PERMITTING NOT ISSUED FOR CONSTRUCTION
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
TILIA PROPERTIES, LLC
0
20
20
40
SCALE:1" = 20'1" = 20'
Page 8: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend

C-30

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DRAWING NO.
SITE DETAILS
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
ISSUED FOR
BY
DATE
SITE PLAN APP.
WHS
5/23/17
1084_CIVIL
1084
NTS
WHS
SJL
WHS
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
TILIA PROPERTIES, LLC
15"
BINDER COURSE MDOT 403.09 GRADE B (19mm)
AGGREGATE BASE GRAVEL MDOT 703.06 TYPE B
SURFACE COURSE MDOT 403.09 GRADE C (12.5mm)
AGGREGATE SUBBASE GRAVEL MDOT 703.06 TYPE D
THICKNESS OF LAYERS
LAYERS
3"
1-1/2"
2"
STANDARD
AND SUBBASE
SAWCUT
RESERVED
VAN ACCESSIBLE
3". STEEL POLE
R=6"
(TYP.)
90%%D
19'
SIZEVARIES
4" LOAM AND SEED
4" LOAM AND SEED
MAX 2%
Page 9: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend

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DRAWING NO.
DRAINAGE DETAILS
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
ISSUED FOR
BY
DATE
SITE PLAN APP.
WHS
5/23/17
1084_CIVIL
1084
NTS
WHS
SJL
WHS
PERMITTING NOT ISSUED FOR CONSTRUCTION
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
TILIA PROPERTIES, LLC
4/3 I.D. PIPE + 1.5' (MIN. 3')
6" LOAM TOPSOIL LAYER SPECIFICATION
SIEVE SIZE
% BY WEIGHT
#4
#10
60 - 90
#40
35 - 85
#200
20 - 70
SOIL BED -SUPERHUMUSOR EQUIV. SPECIFICATION
1"
#200
0 - 5
SIEVE SIZE
#10
#20
70 - 100
#60
15 - 40
#200
8 - 15
SIEVE SIZE
% BY WEIGHT
1"
3/4"
90 - 100
3/8"
0 - 75
#4
0 - 25
#10
0 - 5
A
E
F
G
B
%%USOIL FILTER SIDE VIEW
C
B
D
SCHEDULE
ITEM
ELEVATION
A
TOP OF OVERFLOW BERM
97.90'
B
TOP OF POND
97.55'
C
TOP OF LOAM TOPSOIL LAYER
97.05'
D
TOP OF SOIL FILTER
96.55'
E
TOP OF STONE
95.55'
F
BOTTOM OF STONE
94.05'
G
UNDERDRAIN INVERT
94.30'
THICKNESS OF LAYERS
LAYER
DEPTH
1-1/2"
3"
8"
ASTM NO. 8 AGGREGATE BEDDING COURSE
3/4" STONE CHOKER COURSE MDOT 203.35
GRAVEL COURSE MDOT 703.06 TYPE D
A
Page 10: Proposed scope of work includes new ADA Unisex27541806-6670-456D-9204...0" dn dn dn dn existing ceiling/ floor above w/ new 5/8" type 'x' gwb finish on ceiling. see life safety legend

PRO

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x

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x

x

“” “ ”

¾

¾

¾

¾

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ISSUED FOR
BY
EROSION & SEDIMENTATION CONTROL DETAILS
DATE
SITE PLAN APP.
WHS
5/23/17
DRAWING NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
JN:
FILE:
ACORN ENGINEERING, INC. 158 DANFORTH ST, PORTLAND MAINE 04102 (207) 775-2655
THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION NOT BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION BE MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION MODIFIED WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WITHOUT WRITTEN PERMISSION WRITTEN PERMISSION WRITTEN PERMISSION PERMISSION PERMISSION FROM ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ACORN ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED ENGINEERING, INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED INC. ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ANY ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED ALTERATIONS, AUTHORIZED AUTHORIZED AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND SHALL BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND BE AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND AT THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND THE USER'S SOLE RISK AND USER'S SOLE RISK AND USER'S SOLE RISK AND SOLE RISK AND SOLE RISK AND RISK AND RISK AND AND AND WITHOUT LIABILITY TO ACORN ENGINEERING, INC.
ISSUED FOR
BY
DATE
1084_CIVIL
1084
NTS
WHS
SJL
WHS
TEMPORARY SEED APPLICATION RATES
SEED
LBS / ACRE
RECOMMENDED SEEDING DATES
WINTER RYE
2.57
8/15 TO 10/1
OATS
1.84
4/1 TO 7/1 8/15 TO 9/15
ANNUAL RYGRASS
0.92
4/1 TO 7/1
SUDANGRASS
0.92
5/15 TO 8/15
PERENNIAL
0.92
8/15 TO 9/15
TOTAL
7.17 LBS/ACRE
SIDE VIEW
A
A
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
S
L
o
(FT./FT.)
(FT.)
0.020
75
0.030
50
0.040
40
0.050
30
0.080
20
0.100
10
S
o
1.0
H
B
A
L
2
1
FLOW
PERMANENT SEED APPLICATION RATES
SEED
LBS / ACRE
KENTUCKY BLUEGRASS
20.00
CREEPING RED FESCUE
20.00
PERENNIAL RYEGRASS
4.80
TOTAL
44.8 LBS/ACRE
224 EAST MAIN STREET SITE IMPROVEMENTS
15 HOWARD STREET, PORTLAND, MAINE 04101
TILIA PROPERTIES, LLC
20'0" WIDTH
20' MIN.
50'MIN.
50' MIN.
%%UPLAN VIEW
EXISTING PAVEMENT
NOT TO SCALE