DA

VIE

ST

RE

ET

(16'

E-E

, 40'

R.O

.W.)

22'

DRIV

E

22'

DRIV

E

R5'

R20' R30'

R20' R30'

R30'

R5'

R60'

R60'

8' TYP

.

18' TYP.

22' TYP.

15' x

280'

SIGH

TDI

STAN

CE T

RIAN

GLE

15' x

280'

SIGH

TDI

STAN

CE T

RIAN

GLE

15' x 280' SIGHTDISTANCE TRIANGLE

15' x

280'

SIGH

TDI

STAN

CE T

RIAN

GLE

PUBLIC UTILITY

AND ACCESS

EASEMEN

PUBLIC UTILITY

AND ACCESS

EASEMENT

20'

15'

10'

S3

S2

S3

11

9

12'X16' COMMUNITY

BUILDING (FINAL

LOCATION TBD)

RETAINING WALL

(TYP.)

PRIVATE DRAINAGE

AND ACCESS

EASEMENT

15'

HCR

S4

R30'

WASTE COLLECTION AREA 12'X12'

CONC. PAD (TO BE SCREENED.

REFER TO NOTE #12)

5' CONCRETE SIDEWALK (TYP.)

5' STAMPED ASPHALT

CROSSWALK (SEE DETAIL

THIS SHEET)

7' WIDE ELEVATED

BOARDWALK

(DESIGN BY OTHERS)

2' WASHED 57

STONE (TYP.)

4' CONCRETE

SIDEWALK (TYP.)

MAILBOXES

13'

PRIVATE DRAINAGE

AND ACCESS

EASEMENT

8'

PRIVATE HOA

UTILITY AND

ACCESS

EASEMENT

20'

20'

TREE PROTECTION

FENCE (TYP.)

RETAINING WALL

(TYP.)

S5

S4

S5

S2

S1

P2(TYP.)

P1(TYP.)

S6

TPFTPF

43.3'

68.4'

47.2'

68.6'

36.0'

68.4'

21.0'15.0'

36.0'

68.4'

36.0'

38.5'

43.0'

25.6

'0.4

'33.5'

82.2'

39.4'

25.6

'10

.4'

34.5'36.0'20.0'

50.0'

82.0'50

.1'

16.0'49.1'

52.9'

64.5'

67.7'

36.1'

70.0'

34.5'

72.3'

1.6' 39.6'

CONSTRUCTION

NOT APPROVED FOR

NC, PLLC NCBELS P-1132

4011 WESTCHASE BLVD., SUITE 290

RALEIGH, NC 27607

Phone: (919) 578-9000

Fax: (919) 703-2665

NC@BohlerEng.com

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AIN

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DISC

LAIM

ERTh

is dr

awing

and/o

r file

has b

een p

repa

red b

y Boh

ler E

ngine

ering

at th

e req

uest

of the

Pro

ject O

wner

or hi

s Rep

rese

ntativ

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is be

ing pr

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ly as

a co

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to th

e rec

ipien

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ngine

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mak

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repr

esen

tation

rega

rding

the s

uitab

ility f

or th

e inte

nded

use b

y the

recip

ient. F

urthe

r, Bo

hler E

ngine

ering

mak

es no

repr

esen

tation

rega

rding

fitne

ss of

the e

lectro

nic fil

e for

any p

artic

ular p

urpo

se, o

r suit

abilit

y for

use w

ith an

y soft

ware

or ha

rdwa

re. It

is th

e rec

ipien

t's ob

ligati

on to

unde

rstan

d the

desig

n inte

nt an

d to u

se th

is dig

ital d

ata ap

prop

riatel

y.Du

e to t

he al

terab

le na

ture o

f elec

tronic

docu

ments

, Boh

ler E

ngine

ering

does

not m

ake a

ny ex

pres

sed o

r impli

ed w

arra

nty fo

r the

accu

racy

or co

mplet

enes

s of th

is inf

orma

tion.

The i

nform

ation

, des

ign an

d con

tent o

f this

file ar

e pro

priet

ary a

nd sh

all no

t be c

opied

or us

ed fo

r any

purp

ose w

ithou

t prio

r writt

en au

thoriz

ation

from

Boh

ler E

ngine

ering

.On

ly cu

rrent,

sign

ed an

d sea

led pl

ans s

hall b

e utili

zed f

or co

nstru

ction

purp

oses

.Vi

ewing

the c

onten

ts of

this f

ile sh

all se

rve as

your

ackn

owled

gmen

t of a

ccep

tance

of th

e abo

ve te

rms a

nd co

nditio

ns. B

y ope

ning t

his fil

e or t

hrou

gh th

e use

of th

e info

rmati

on co

ntaine

d her

ein, th

e rec

ipien

t agr

ees t

o ind

emnif

y and

hold

Bohle

r Eng

ineer

ing ha

rmles

s fro

m an

y los

s, da

mage

, liab

ility o

r cos

t, inc

luding

reas

onab

le att

orne

y's fe

es th

at Bo

hler E

ngine

ering

defen

ding s

uch c

laims

, aris

ing fr

om an

y use

or re

use o

f this

electr

onic

docu

ment

or in

forma

tion.

2008

Boh

ler E

ngine

ering

.

REVISIONS

REV DATE COMMENT BY

LOCATION OF SITE

FOR

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CAD I.D.:

SHEET NUMBER:

SHEET TITLE:

PROJECT:

NCR142045

MAR

LML

04/7/2015

MAR

CONSTRUCTIONPLANS

DAVIE STREETCOTTAGES

KNOW WHAT'S BELOW

It's fast. It's free. It's the law.

O

N

E N

F

R

SS

P

E

SEAL

032674

I

G E

O

N

A

L

I

RE

PRELIMIN

ARY

NOT APPROVED

FOR C

ONSTRUCTION

PITTSBORO, NC

1 5/13/15 TOWN OF PITTSBOROCOMMENTS AWA

1"= 20'

0 2051020

1. REFER TO GENERAL NOTES ON SHEET C-100.

2. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED TOWN OF PITTSBORO STANDARDS. REFER TO TOWN OF PITTSBORO

ORDINANCE FOR PORCHES, DECKS, GARAGES, ETC.

3. UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AS PART OF THE SUBDIVISION PLAT AFTER CONSTRUCTION IS COMPLETED.

4. ALL PAVEMENT MARKING AND STREET SIGNAGE SHALL BE IN ACCORDANCE WITH THE MUTCD. ALL SPECIALTY STREET SIGNS AND POSTS

SHALL BE SUBMMITTED TO THE TOWN OF PITTSBORO FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

5. COMMON OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED AND SHALL BE MAINTAINED BY THE NEIGHBORHOOD HOMEOWNERS

ASSOCIATION.

6. ALL SIGHT DISTANCE TRIANGLES ARE IN ACCORDANCE WITH AASHTO STANDARDS.

7. ALL TRASH AND RECYCLING SHALL BE HANDLED AT THE WASTE COLLECTION AREA WITH SERVICE PROVIDED BY WASTE INDUSTRIES.

DUMPSTERS / RECYCLING SHALL BE SCREENED FROM VIEW BY A STRUCTURAL ENCLOSURE. CONCRETE PAD SHALL BE 4" THICK, 4000 PSI

CONCRETE WITH EXPANSION JOINTS SPACED NO MORE THAN 15' APART.

8. A PRIVATE LANDSCAPE FEATURE SHALL BE PROVIDED FOR EACH LOT WITHIN THE P.O.S. AREA. REFER TO C-2-0 FOR DETAILS.

9. EACH LOT SHALL HAVE A WALKWAY FROM THE MAIN SIDEWALK. MATERIAL FOR THE PATH MAY VARY FROM LOT TO LOT AND MAY INCLUDE

PAVERS, FLAGSTONE, OR EQUIVALENT.

10. SITE LIGHTING FOR PARKING & COMMON AREAS SHALL BE COORDINATED WITH DUKE-PROGRESS. POWER SHALL BE BROUGHT TO THE SITE

FROM EXISTING POLES AND SHALL BE UNDERGROUND WITHIN THE SITE. ALL POWER STRUCTURES SHALL BE SCREENED WITH PLANTINGS IN

ACCORDANCE WITH PITTSBORO REQUIREMENTS.

11. ONE COVERED PARKING SPACE PER UNIT WILL BE PROVIDED IN THE PARKING AREA.

12. ARCHITECTURAL PLANS FOR ALL THE SITE STRUCTURES INCLUDING THE COVERED PARKING, MAILBOXES, SHELTER, WASTE COLLECTION

AREA, FENCING, RETAINING WALLS, RAILINGS, AND BARRIERS SHALL BE PROVIDED AT TIME OF BUILDING PERMIT SUBMITTAL.

13. ALL SITE AMENITIES, INCLUDING SIGNAGE, SITE STRUCTURES (AS MENTIONED ABOVE), AND LANDSCAPED FEATURES, SHALL BE DESIGNED

IN A COHESIVE MANNER USING SIMILAR COLORS, MATERIALS, AND THEMES.

14. THE HOA SHALL RESERVE FUNDS IN ESCROW FOR THE MAINTENANCE OF ALL SITE IMPROVEMENTS INCLUDING THE STAMPED ASPHALT,

PRIVATE UTILITIES, STORMWATER PIPES AND BMP, RETAINING WALLS, SIDEWALKS, STREETS AND PARKING LOT, BUT NOT INCLUDING PUBLIC

PORTIONS OF WATER AND SEWER. THE OWNER MUST AGREE TO THAT AMOUNT PRIOR TO PLAN APPROVAL.

15. SCREENING SHALL BE PROVIDED ON THE NORTH, WEST, AND SOUTH PERIMETER OF THE SITE FROM ADJACENT OWNERS BY FENCING OR

EVERGREEN PLANTINGS. REFER TO L-1.0 FOR DETAILS.

SITE LAYOUT NOTES

PAVEMENT MARKING AND SIGNAGE NOTES

1. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED EDITION OF THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD CONSTRUCTION

DRAWINGS, AND THE TOWN OF PITTSBORO STANDARDS.

2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE

REFLECTIVE MATERIAL, EXCEPT STOP SIGNS. STOP SIGNS SHALL BE CONSTRUCTED OF HI-INTENSITY GRADE MATERIAL ON A 30-INCH BY 30-INCH

OCTAGONAL STOP SIGN BLANK.

3. ALL SIGNS, EXCEPT STREET MARKERS, SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS A MINIMUM OF 7-FEET ABOVE

GROUND LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE TOP OF STOP SIGNS.

4. GROUND MOUNTED SIGN POSTS USED TO INSTALL STREET SIGNAGE SHALL BE 12-FEET LONG AND CONSTRUCTED OF 14 GAUGE GALVANIZED

STEEL “U” CHANNEL POSTS OR TWO INCH (2-IN) GALVANIZED SQUARE STEEL TUBING. ALTERNATE SIGN POSTS MAY BE PROPOSED TO BETTER

MATCH SITE FEATURES.

5. GROUND MOUNTED SIGN POSTS SHALL BE DRIVEN TO A MINIMUM OF 30-INCHES BELOW GROUND LEVEL. ALL POSTS SHALL BE PLUMBED AND

LEVELED AS THE POST IS INSTALLED.

6. PAVEMENT MARKINGS MUST BE MADE OF A THERMOPLASTIC MATERIAL AND ADHERE TO SECTION 1200 OF THE NCDOT ROADWAY STANDARD

DRAWINGS, 2002 EDITION.

ACCESS EASEMENT

40'

2%

PARKING AREA

2'22.0'PRIVATE

AISLE

18.0'PARKING

SPACE

PAVEMENT SECTION3" S-9.5 B8" A.B.C.

24" GRAVEL SHOULDER

MUTCD #

SIGNAGE AND MARKING LEGEND

SYMBOL SIGN

S2

DIMENSIONS

R1-1 30" x 30"S1

STREET MARKER VARIES

S3

D-3-1

12" x 18"NO PARKING R7-1D

STOP SIGN

7'-0"

6"

DIRECT BURY (NOCONCRETE)

N.T.S.

METAL SIGN PER M.U.T.C.D.R1-1

(MIN

.)

SIGN BLADE

2'-6"

SINGLE 12' POST(NO EXTENSIONS)

(SEE TABLE 1)

1-1/2" RADIUS

VARIES

6"

1" 1"

3/8" HOLES

2" SQUARESTEEL TUBING

14 GAUGE "U"CHANNEL

0.080 GUAGE SIGN BLADE(DOUBLE SIDED)

CROSS MOUNT FOR FLATBLADE STREET SIGNS

U-CHANNEL POST BRACKETOF FLAT BLADE STREETNAME SIGNS

0.080 GUAGE SIGN BLADE(DOUBLE SIDED)

STREET MARKER ASSEMBLY

Main

CROSS MOUNT FOR FLATBLADE STREET SIGN

U-CHANNEL POST BRACKETFOR FLAT BLADE STREET

NAME SIGNS

ST300

N.T.S.

5.0'SIDEWALK'

N.T.S.

5 ft M

in.

6'-0"

DEPRESSED CURB

SEE

SITE

PLA

N

(3/8" LIP)

SLOP

E

3,000 P.S.I. CONCRETECOLOR TO CONTRAST WITH

BACK OF CURB

ADA REQUIREMENTS.TO EXCEED 1:12 PERRAMP SIDE SLOPES NOT

ADJOINING SURFACES PERADA REQUIREMENTS.

4'-0" 6'-0"

RECEIVE A DETECTABLE

CURB & GUTTER

NOTE:

WARNING SURFACE WITH

RAMP AREA SHALL

6"SIDEWALK TURN-DOWN

1:1

6"

6"

NOTES:

1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 5 FEET.2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTHOF RADIUS CURB RETURNS), AND IN THE HANDICAP RAMPS.

SIDEWALK SURFACEJOINT FILLER

1/2"

1/4"5'-0"

MAXI

MUM

TRANSVERSE EXPANSION JOINTPLAN VIEW

HANDICAP RAMP

AS NOTED

FRONT

8'

8'

5'MIN.

8'

8'

12' MIN. BETWEENBUILDINGS

5'MIN.

C-2.0

SITE PLAN

EASEMENT NOTES

1. THIS PLAN SHOWS LIMITS AND USES OF PROPOSED EASEMENTS. FINAL LABELS AND DESCRIPTIONS SHALL BE PROVIDED BY A P.L.S. AT TIME OF

PLAT.

2. PUBLIC EASEMENTS ENCOMPASS ACCESS TO ALL PUBLIC UTILITIES, DRAINAGE SYSTEMS, PRIVATE BMPS, AND ASSOCIATED RETAINING WALLS.

EASEMENTS SHALL ALLOW TOWN STAFF AND/OR APPOINTED THIRD PARTIES, INCLUDING BUT NOT LIMITED TO PRIVATE CONTRACTORS, TO

ACCESS, ASSESS, REPAIR, AND MAINTAIN FACILITIES AS NEEDED. PUBLIC EASEMENTS MAY SHARE CORRIDORS WITH OVERHEAD POWER.

EASEMENTS MAY VARY IN WIDTH.

3. PRIVATE HOA EASEMENTS ENCOMPASS ACCESS TO ALL PRIVATE UTILITIES, DRAINAGE SYSTEMS, BMPS, AND RETAINING WALLS. EASEMENTS

SHALL ALLOW HOA STAFF AND/OR APPOINTED THIRD PARTIES, INCLUDING BUT NOT LIMITED TO PRIVATE CONTRACTORS, TO ACCESS, ASSESS,

REPAIR, AND MAINTAIN FACILITIES AS NEEDED. EASEMENTS MAY VARY IN WIDTH.

TYPICAL LOT SETBACKSNTS

STREET MARKER DETAILSIGN POST DETAIL

STOP SIGN WITH STREET MARKER DETAILN.T.S.N.T.S.

N.T.S.

N.T.S.

STANDARD CONCRETE SIDEWALKN.T.S.

5'

3" S-9.5 ASPHALT(STAMPED AND / ORCOLORED, PER BUILDER)

CROSSWALK

CROSSWALK ALONG PARKING AREAN.T.S.

LEGEND

PARKING COUNT#

HCR HANDICAP RAMP

PUBLIC EASEMENT

PRIVATE EASEMENT

ALTERNATE SIGN POSTS MAY BE PROPOSED TO BETTER MATCH SITE FEATURES

PROPOSED SIDEWALK(CONCRETE 3000 P.S.I.)

COMPACTED TO A DENSITY OFNO LESS THAN 95%

3" PVC UNDERDRAINSWHERE NOTED

R1-1

(30x30)

ONE

WAY

R6-2R (18X24)

ONE

WAY

R6-2L (18X24)

NO

PARKING

ANY

TIME

R7-1D (12X18)

S4 18" x 24"ONE WAY (RIGHT) R6-2R

S5 ONE WAY (LEFT) 18" x 24"R6-2L

P1 18'WHITE STRIPE 4"

P2 STRAIGHT ARROW 9.5'-

S6 ENVIRONMENTALPLACARD SEE DETAIL ON SHEET C-6.0