1' (&$52/,1$ · nc grid nad 83. ex. 4' sidewalk ... existing curb inlet existing...

'

'

'

X

X

X

X X X X X X X X X X X X X X X X X X X X X X X X X

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

X

0,//�(1'�&2857��5�:

86�+:<��6287+��5�:

'

N

/(*(1'

X X X

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C10

0

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ

ĞƌŝŶŐ��ͼ��^ƵƌǀĞǇŝŶŐ

��ͼ��

ŽŶƐƚƌƵĐƚŝŽŶ�DĂŶ

ĂŐĞŵ

ĞŶƚ

ǁǁǁ͘ĞĂƐƚĞƌŶĐĂƌŽůŝŶ

ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ

ϴ��&Ăǆ͗�Ϯ

ϱϮͲϯϯϭ

ͲϮϯϵ

Ϭ��>ŝĐĞŶƐĞ͗��Ͳϰϭϲ

Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

1/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74E

XIS

TIN

GC

ON

DIT

ION

S&

DE

MO

1" =

20'

9,&,1,7<�0$3

N

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

EX. 20' ELIZABETH CITY DRAINAGE/UTILITY EASEMENT

AutoCAD SHX Text


AutoCAD SHX Text

REAR SETBACK/DRAINAGE EASEMENT

AutoCAD SHX Text

50' STREET SETBACK

AutoCAD SHX Text

50' STREET SETBACK

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

25' LANDSCAPE BUFFER (MAJOR THOROUGHFARE)

AutoCAD SHX Text

15' LANDSCAPE BUFFER

AutoCAD SHX Text

15' SIDE SETBACK/DRAINAGE EASEMENT

AutoCAD SHX Text

EXISTING WET DETENTION BASIN PP ELEV = 3.50 WATER SURFACE AT TIME OF TOPOGRAPHIC SURVEY = 3.88

AutoCAD SHX Text

EX. SMH RIM = 9.37 INV. = 3.20

AutoCAD SHX Text

EX. 8" PVC SS @ 0.4% SLOPE

AutoCAD SHX Text

EX. SMH RIM = 8.72 INV. IN = 1.97 INV. OUT = -0.03

AutoCAD SHX Text

EX. 12" SS

AutoCAD SHX Text

EX. 12" SS

AutoCAD SHX Text

APPROX. LOCATION EX. 8" WATERMAIN

AutoCAD SHX Text


AutoCAD SHX Text

APPROX. LOCATION EX. 8" C-900 PVC WATERMAIN

AutoCAD SHX Text

30" CMP INV. IN = 4.47 INV. OUT = 3.88

AutoCAD SHX Text

EX. CI TC =9.07 INV. = 4.42

AutoCAD SHX Text

EX. CI TC = 8.84 INV. = 4.46

AutoCAD SHX Text

30" CMP INV. IN = 4.46 INV. OUT = 4.42

AutoCAD SHX Text

24" CMP INV. IN = 5.23 INV. OUT = 4.88

AutoCAD SHX Text

24" CMP INV. IN = 5.51

AutoCAD SHX Text

18" CMP INV. IN = 5.70

AutoCAD SHX Text

EX. CI TC = 8.79 INV. = 4.62

AutoCAD SHX Text

24" CMP INV. IN = 4.54 INV. OUT = 4.46

AutoCAD SHX Text

24" CMP INV. IN =4.62 INV. OUT =5.02

AutoCAD SHX Text

EXISTING OUTFLOW STRUCTURE

AutoCAD SHX Text

SAW CUT AND REMOVE ±64' EXISTING CURB ANDGUTTER AND SIDEWALK

AutoCAD SHX Text

N/F PASQUOTANK COUNTY D.B. 586, PG. 169 ZONED: HIGHWAY BUSINESS (HB) USE: SCHOOL

AutoCAD SHX Text

N/F HAMILTON COMMERCIAL PROPERTIES, LLC D.B. 880, PG. 950 ZONED: HIGHWAY BUSINESS (HB) USE: VACANT

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

NC GRID NAD 83

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text


AutoCAD SHX Text

EX. CI

AutoCAD SHX Text

BENCH MARK FOUND CORNER (TYPE AS NOTED) CALCULATED CORNER EXISTING CURB INLET EXISTING UTILITY POLE EXISTING GUY WIRE EXISTING SEWER CLEANOUT EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPERTY LINE ADJACENT PROPERTY LINE EXISTING FENCE RIGHT OF WAY CENTERLINE OF ROAD EXISTING CONTOUR EXISTING TOP OF BANK EXISTING CENTERLINE OF DITCH EXISTING POND EXISTING STORMWATER PIPE EXISTING OVERHEAD ELECTRIC EXISTING SANITARY SEWER PIPE EXISTING SEWER FORCEMAIN EXISTING WATERLINE EXISTING GAS LINE PAVEMENT TO BE REMOVED EXISTING PAVEMENT EXISTING CONCRETE

AutoCAD SHX Text

7

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

WV

AutoCAD SHX Text

S

AutoCAD SHX Text

C

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

10

AutoCAD SHX Text

SITE DATA: 1. OWNER/DEVELOPER: OWNER/DEVELOPER: ALB INVESTMENT PROPERTIES, LLC ALISON BOONE, MANAGER 287 N. DOGWOOD TRAIL SOUTHERN SHORES, NC 27949 2. SITE INFORMATION: SITE INFORMATION: PIN# 8903--651050 D.B. 1292, PG. 565 TAX MAP/LOT: P89-99B P89-99B LOT 5, MILL END CENTER SITE AREA: 101,310 SF = 2.32 AC 101,310 SF = 2.32 AC ZONING: HB (HIGHWAY BUSINESS) HB (HIGHWAY BUSINESS) ADDRESS: 101 MILL END COURT 101 MILL END COURT EXISTING USE: VACANT VACANT PROPOSED USE: DENTAL OFFICE DENTAL OFFICE 3. MINIMUM SETBACKS: MINIMUM SETBACKS: STREET: 50' 50' SIDE: 15' 15' REAR: VARIES DUE TO DRAINAGE EASEMENT VARIES DUE TO DRAINAGE EASEMENT 4. PARKING REQUIREMENTS: PARKING REQUIREMENTS: DENTAL OFFICE: 3 PARKING SPACES PER EXAM ROOM @ 11 EXAM ROOMS = 33 SPACES REQUIRED 1 SPACE PER EMPLOYEE INCL. DOCTOR(S)/DENTIST(S) @ 14 EMPLOYEES = 14 SPACES REQUIRED RENTAL SPACE (OFFICES NOT OTHERWISE CLASSIFIED): 1 SPACES PER 250 SF @ 3,520 SF = 14 SPACES REQUIRED TOTAL SPACES REQUIRED = 61 SPACES PROVIDED = 79 SPACES (INCLUDING 4 HANDICAP ACCESSIBLE SPACES) 5. SITE IS LOCATED IN FLOOD ZONE "AE(ELEV 8.8')"AS SHOWN ON F.I.R.M. SITE IS LOCATED IN FLOOD ZONE "AE(ELEV 8.8')"AS SHOWN ON F.I.R.M. PANEL 3720890300J, DATED OCTOBER 5, 2004. 6. THERE ARE NO WETLANDS LOCATED WITHIN THE PROJECT AREA. THERE ARE NO WETLANDS LOCATED WITHIN THE PROJECT AREA. 7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY TAKEN FROM FINAL THIS IS NOT A BOUNDARY SURVEY. BOUNDARY TAKEN FROM FINAL PLAT ENTITLED "MILL END CENTER" DATED AUGUST 10, 2007 BY EDWARD T. HYMAN, JR., PLS, RECORDED IN P.B. 46, PG. 26-27. 8. ON-SITE COVERAGE CALCULATIONS: ON-SITE COVERAGE CALCULATIONS: BUILDING: 10,419 SF (10.28%) 10,419 SF (10.28%) CONCRETE: 2,721 SF ( 2.69%) 2,721 SF ( 2.69%) ASPHALT: 32,842 SF (32.42%) 32,842 SF (32.42%) TOTAL COVERAGE: 45,982 SF (45.39%) 45,982 SF (45.39%) 9. LANDSCAPING REQUIREMENTS FOR PARKING AREAS: LANDSCAPING REQUIREMENTS FOR PARKING AREAS: STREETSIDE BUFFER: REQUIRED BUFFER: 1 CANOPY TREE PER 50 LF STREET FRONTAGE EVERGREEN SHRUBS PLANTED 5' ON CENTER STREET FRONTAGE: 329.9' ON MILL END CT + 203.27' ON US 17 - 29.85 DRIVEWAY WIDTH @ RIGHT-OF-WAY = 503.32' TOTAL FRONTAGE 503.32' TOTAL FRONTAGE 503.32/50 = 10 CANOPY TREES REQUIRED 10 CANOPY TREES REQUIRED (10 TREES PROVIDED) 503.32/5 = 101 SHRUBS REQUIRED 101 SHRUBS REQUIRED (101 SHRUBS PROVIDED) VEHICULAR SURFACE AREA: REQUIRED SHADING: 1 CANOPY TREE PER 2,000 SF 1 SHRUB PER 500 SF 32,898/2,000 = 16 CANOPY TREES REQUIRED = 16 CANOPY TREES REQUIRED 16 CANOPY TREES REQUIRED (16 PROVIDED) 32,898/500 = 66 SHRUBS REQUIRED 66 SHRUBS REQUIRED (66 SHRUBS PROVIDED) LANDSCAPE ISLANDS: 1 ISLAND WITH 1 CANOPY TREE PER 10 PARKING SPACES 79/10 = 8 REQUIRED (8 PROVIDED) = 8 REQUIRED (8 PROVIDED) 8 REQUIRED (8 PROVIDED) LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS SHALL BE MULCHED AND REMAINING AREAS SHALL BE GRASS GROUND COVER. A MINIMUM OF 3" DEPTH FOR MULCH, GROUND COVER, GRASSES, ETC IS REQUIRED. ALL OTHER OPEN AREAS SHALL BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE. LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN. CHANGES MUST BE APPROVED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION. REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE NCDOT RIGHT-OF-WAY. 10. ANY FUTURE SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE ANY FUTURE SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION. 11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY PUBLIC WORKS DEPARTMENT.EXISTING UTILITY CONNECTIONS SHALL BE UTILIZED. 12. ALL X-RAY EQUIPMENT SHALL BE DIGITAL. ALL X-RAY EQUIPMENT SHALL BE DIGITAL. 13. AMALGAM SEPARATORS SHALL BE PROVIDED IN ACCORDANCE WITH EPA AMALGAM SEPARATORS SHALL BE PROVIDED IN ACCORDANCE WITH EPA REGULATIONS AND SHALL BE INSPECTED BY THE CITY OF ELIZABETH CITY PRIOR TO OCCUPANCY. 14. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER. 15. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION. 16. DISTURBED AREA WILL NOT EXCEED 1.7 ACRES (72,280 SF). DISTURBED AREA WILL NOT EXCEED 1.7 ACRES (72,280 SF). 17. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES, ETC. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES, ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL FROM THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT. 18. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS SHALL BE SCREENED. 19. TOPOGRAPHIC SITE SURVEY PERFORMED BY EASTERN CAROLINA TOPOGRAPHIC SITE SURVEY PERFORMED BY EASTERN CAROLINA ENGINEERING, PC. 20. RENTAL SPACES WILL REQUIRE SEPARATE ZONING PERMIT AND RENTAL SPACES WILL REQUIRE SEPARATE ZONING PERMIT AND BUSINESS REGISTRATION. 21. SITE IS INCLUDED IN STORMWATER PERMIT NUMBER SW7060308. SITE IS INCLUDED IN STORMWATER PERMIT NUMBER SW7060308. MAINTENANCE OF THE POND IS THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME AS THE DEVELOPER TRANSFERS THE PERMIT TO THE PROPERTY OWNERS ASSOCIATION.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

SUN GRO RD

AutoCAD SHX Text

FOREST PARK RD

AutoCAD SHX Text

OAK STUMP RD

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

1307

AutoCAD SHX Text

1305

AutoCAD SHX Text

1145

AutoCAD SHX Text

SITE

AutoCAD SHX Text

NGS "FENCE" ELEV. = 8.73'

'

'

'

X

X

X


XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XXX

X

X

XX

XX

X

X

0,//�(1'�&2857��5�:

86�+:<��6287+��5�:

'

N

/(*(1'

X X X

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C20

0

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

2/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74

SIT

E P

LAN

1" =

20'

9,&,1,7<�0$3

N

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

50' STREET SETBACK

AutoCAD SHX Text

50' STREET SETBACK

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10' X 70' NCDOT SIGHT TRIANGLE

AutoCAD SHX Text

10' X 35' SIGHT TRIANGLES

AutoCAD SHX Text

10 SPACES @ 9' X 19.5'

AutoCAD SHX Text

6 SPACES @ 9' X 19.5'

AutoCAD SHX Text

14 SPACES @ 9' X 19.5'

AutoCAD SHX Text

5 SPACES @ 9' X 20'

AutoCAD SHX Text

8 SPACES: 6 @ 9' X 20' 6 @ 9' X 20' 2 @ 8' X 20'

AutoCAD SHX Text

8 SPACES: 6 @ 9' X 20' 6 @ 9' X 20' 2 @ 8' X 20'

AutoCAD SHX Text

4 SPACES @ 9' X 20'

AutoCAD SHX Text

24 SPACES @ 9' X 19'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

S

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

NC GRID NAD 83

AutoCAD SHX Text

8,191 SF DENTAL OFFICE AND RENTAL OFFICE SPACE FFE = 10.50

AutoCAD SHX Text

PLANTER AREA

AutoCAD SHX Text

6' SIDEWALK

AutoCAD SHX Text

6' SIDEWALK

AutoCAD SHX Text

8' SIDEWALK

AutoCAD SHX Text

5' SIDEWALK

AutoCAD SHX Text

SCREENED DUMPSTER PAD

AutoCAD SHX Text

PARKING BLOCK (TYP.)

AutoCAD SHX Text

6' CROSSWALK

AutoCAD SHX Text

5' SIDEWALK

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

6' CROSSWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

5' SIDEWALK

AutoCAD SHX Text

ADA SIGN ON COLUMN

AutoCAD SHX Text

ADA SIGN MOUNTED ON BUILDING

AutoCAD SHX Text

PORCH COLUMN (TYP.)

AutoCAD SHX Text

ADA SIGNS

AutoCAD SHX Text

160'-2 "12"

AutoCAD SHX Text

45'

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

155'

AutoCAD SHX Text

50'-2 "2 "12"

AutoCAD SHX Text

ROOF OVERHANG

AutoCAD SHX Text


AutoCAD SHX Text

HANDICAP ACCESSIBLE RAMP WITH DETECTABLE DOMES (TYPICAL-SEE DETAIL)

AutoCAD SHX Text

BENCH MARK FOUND CORNER (TYPE AS NOTED) CALCULATED CORNER PROPOSED SIGN EXISTING CURB INLET PROPOSED CURB INLET EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT PROPOSED WATER METER PROPOSED BACKFLOW PREVENTER PROPERTY LINE ADJACENT PROPERTY LINE EXISTING FENCE RIGHT OF WAY CENTERLINE OF ROAD EXISTING TOP OF BANK EXISTING CENTERLINE OF DITCH EXISTING POND EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROPOSED CONCRETE

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

CANOPY TREES TO BE A MINIMUM OF 8' IN HEIGHT WITH A MINIMUM CALIPER OF 2" (MEASURED 6" ABOVE GRADE).

AutoCAD SHX Text

SMALL SHRUBS TO BE A MINIMUM OF 18" IN HEIGHT / 3 GALLON SIZE AT THE TIME OF PLANTING.

AutoCAD SHX Text

MAINTAIN 2 FT CLEARANCE FROM EDGE OF PAVEMENT TO NEAREST SIDE OF SHRUBS (DUE TO POSSIBLE VEHICLE OR PEDESTRIAN ENCROACHMENT).

AutoCAD SHX Text

LEMON LIME HEAVENLY BAMBOO (40 Req'd) (40 Req'd) (Nandina domestica 'lemon-lime')

AutoCAD SHX Text

DWARF PITTOSPORUM (75 Req'd) (75 Req'd) (Pittosporum tobira)

AutoCAD SHX Text

BURGUNDY LOROPETALUM (52 Req'd) (52 Req'd) (Loropetalum chinense var. rubrum 'Burgundy')

AutoCAD SHX Text

PROPOSED CANOPY TREES:

AutoCAD SHX Text

PROPOSED SHRUBS:

AutoCAD SHX Text

NATCHEZ CREPE MYRTLE(10 Req'd) (10 Req'd) (Lagerstroemia indica x fauriei 'Natchez')

AutoCAD SHX Text

INSTALL PLANTS SUCH THAT 3' CLEARANCE WILL BE MAINTAINED BETWEEN MATURE PLANTS AND ELECTRICAL TRANSFORMERS AND FIRE HYDRANTS.

AutoCAD SHX Text

OCTOBER GLORY RED MAPLE (15 Req'd) (15 Req'd) (Acer rubrum 'October Glory')

AutoCAD SHX Text

GINKGO (9 Req'd) (9 Req'd) (Ginkgo biloba)

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

10

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

SUN GRO RD

AutoCAD SHX Text

FOREST PARK RD

AutoCAD SHX Text

OAK STUMP RD

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

1307

AutoCAD SHX Text

1305

AutoCAD SHX Text

1145

AutoCAD SHX Text

SITE

AutoCAD SHX Text


'

'

'

X

X

X


XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

X

0,//�(1'�&2857��5�:

86�+:<��6287+��5�:

'

N

/(*(1'

X X X

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C30

0

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

3/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74G

RA

DIN

G &

DR

AIN

AG

EP

LAN

1" =

20'

9,&,1,7<�0$3

N

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

30" CMP INV. IN = 4.47 INV. OUT = 3.88

AutoCAD SHX Text

EX. CI TC =9.07 INV. = 4.42

AutoCAD SHX Text

EX. CI TC = 8.84 INV. = 4.46

AutoCAD SHX Text

30" CMP INV. IN = 4.46 INV. OUT = 4.42

AutoCAD SHX Text

24" CMP INV. IN = 5.23 INV. OUT = 4.88

AutoCAD SHX Text

24" CMP INV. IN = 5.51

AutoCAD SHX Text

EX. CI TC = 8.79 INV. = 4.62

AutoCAD SHX Text

24" CMP INV. IN = 4.54 INV. OUT = 4.46

AutoCAD SHX Text

24" CMP INV. IN =4.62 INV. OUT =5.02

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

NC GRID NAD 83

AutoCAD SHX Text

9.90 TC

AutoCAD SHX Text

10.75 TC 10.25

AutoCAD SHX Text


AutoCAD SHX Text

WIPE DOWN CURB AT SIDEWALK (TYP.)

AutoCAD SHX Text

PAVEMENT FLUSH W/ CONC.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10.10

AutoCAD SHX Text

10.25

AutoCAD SHX Text

10.10

AutoCAD SHX Text

0.40%

AutoCAD SHX Text

0.56%

AutoCAD SHX Text

0.32%

AutoCAD SHX Text

0.38%

AutoCAD SHX Text

0.44%

AutoCAD SHX Text

0.56%

AutoCAD SHX Text

0.63%

AutoCAD SHX Text

1.07%

AutoCAD SHX Text

0.87%

AutoCAD SHX Text

0.42%

AutoCAD SHX Text

0.44%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

CI-5 INV = 6.20

AutoCAD SHX Text

CI-6 INV = 5.95

AutoCAD SHX Text

CI-7 INV = 5.85

AutoCAD SHX Text

CI-1 INV = 6.40

AutoCAD SHX Text

CI-2 INV = 6.25

AutoCAD SHX Text

CI-3 INV = 6.10

AutoCAD SHX Text

160'-2 "12"

AutoCAD SHX Text

45'

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

155'

AutoCAD SHX Text

50'-2 "2 "12"

AutoCAD SHX Text


AutoCAD SHX Text

EX. CI

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

SDR 35 PVC ROOF DRAIN LEADER @ 1% MIN. SLOPE

AutoCAD SHX Text


AutoCAD SHX Text

CI-4 INV = 6.00

AutoCAD SHX Text

MATCH EX. SIDEWALK GRADE @ ±9.13

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

10.30

AutoCAD SHX Text

10.50

AutoCAD SHX Text

BENCH MARK PROPOSED SPOT GRADE ROOF DRAIN LEADER DIAMETER SHEET FLOW DIRECTION DRAINAGE FLOW DIRECTION EXISTING CURB INLET PROPOSED CURB INLET EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT PROPERTY LINE ADJACENT PROPERTY LINE EXISTING FENCE EXISTING CONTOUR PROPOSED CONTOUR RIGHT OF WAY CENTERLINE OF ROAD EXISTING TOP OF BANK EXISTING CENTERLINE OF DITCH EXISTING POND PROPOSED RIP-RAP EXISTING STORMWATER PIPE PROPOSED STORMWATER PIPE PROPOSED ROOF DRAIN LEADER EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROPOSED CONCRETE

AutoCAD SHX Text

7

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

9.35

AutoCAD SHX Text

7

AutoCAD SHX Text

6

AutoCAD SHX Text

8

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

10

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

SUN GRO RD

AutoCAD SHX Text

FOREST PARK RD

AutoCAD SHX Text

OAK STUMP RD

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

1307

AutoCAD SHX Text

1305

AutoCAD SHX Text

1145

AutoCAD SHX Text

SITE

AutoCAD SHX Text


'

'

'

X

X

X


XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

X

0,//�(1'�&2857��5�:

86�+:<��6287+��5�:

'

N

/(*(1'

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C30

1

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

4/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74E

RO

SIO

NC

ON

TRO

LP

LAN

1" =

20'

9,&,1,7<�0$3

N

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EX. SMH RIM = 9.37 INV. = 3.20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EX. 12" SS

AutoCAD SHX Text

EX. 12" SS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

30" CMP INV. IN = 4.47 INV. OUT = 3.88

AutoCAD SHX Text

EX. CI TC =9.07 INV. = 4.42

AutoCAD SHX Text

EX. CI TC = 8.84 INV. = 4.46

AutoCAD SHX Text

30" CMP INV. IN = 4.46 INV. OUT = 4.42

AutoCAD SHX Text

24" CMP INV. IN = 5.23 INV. OUT = 4.88

AutoCAD SHX Text

24" CMP INV. IN = 5.51

AutoCAD SHX Text

18" CMP INV. IN = 5.70

AutoCAD SHX Text

EX. CI TC = 8.79 INV. = 4.62

AutoCAD SHX Text

24" CMP INV. IN = 4.54 INV. OUT = 4.46

AutoCAD SHX Text

24" CMP INV. IN =4.62 INV. OUT =5.02

AutoCAD SHX Text


AutoCAD SHX Text

CE

AutoCAD SHX Text

10 SPACES @ 9' X 19.5'

AutoCAD SHX Text

6 SPACES @ 9' X 19.5'

AutoCAD SHX Text

14 SPACES @ 9' X 19.5'

AutoCAD SHX Text

5 SPACES @ 9' X 20'

AutoCAD SHX Text

8 SPACES: 6 @ 9' X 20' 6 @ 9' X 20' 2 @ 8' X 20'

AutoCAD SHX Text

8 SPACES: 6 @ 9' X 20' 6 @ 9' X 20' 2 @ 8' X 20'

AutoCAD SHX Text

4 SPACES @ 9' X 20'

AutoCAD SHX Text

24 SPACES @ 9' X 19'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

NC GRID NAD 83

AutoCAD SHX Text

9.90 TC

AutoCAD SHX Text

10.75 TC 10.25

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10.10

AutoCAD SHX Text

10.25

AutoCAD SHX Text

10.10

AutoCAD SHX Text

0.40%

AutoCAD SHX Text

0.56%

AutoCAD SHX Text

0.32%

AutoCAD SHX Text

0.38%

AutoCAD SHX Text

0.44%

AutoCAD SHX Text

0.56%

AutoCAD SHX Text

0.63%

AutoCAD SHX Text

1.07%

AutoCAD SHX Text

0.87%

AutoCAD SHX Text

0.42%

AutoCAD SHX Text

0.44%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

0.65%

AutoCAD SHX Text

HVAC UNITS (TYP)

AutoCAD SHX Text

ELECTRIC METER LOCATION

AutoCAD SHX Text

10x10 RIP RAP APRON

AutoCAD SHX Text

10x10 RIP RAP APRON

AutoCAD SHX Text

CHECK DAM

AutoCAD SHX Text

INLET PROTECTION (TYP.)

AutoCAD SHX Text

CI-5 INV = 6.20

AutoCAD SHX Text

CI-6 INV = 5.95

AutoCAD SHX Text

CI-7 INV = 5.85

AutoCAD SHX Text

CI-1 INV = 6.40

AutoCAD SHX Text

CI-2 INV = 6.25

AutoCAD SHX Text

CI-3 INV = 6.10

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

6' CROSSWALK

AutoCAD SHX Text

6' CROSSWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

160'-2 "12"

AutoCAD SHX Text

45'

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

155'

AutoCAD SHX Text

50'-2 "2 "12"

AutoCAD SHX Text


AutoCAD SHX Text

EX. CI

AutoCAD SHX Text

FABRIC INLET PROTECTION

AutoCAD SHX Text

FABRIC INLET PROTECTION

AutoCAD SHX Text

PROPOSED ELECTRICAL TRANSFORMER

AutoCAD SHX Text

ELECTRICAL CONDUIT FOR POWER FEED TO BACKFLOW PREVENTER

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CI-4 INV = 6.00

AutoCAD SHX Text

MATCH EX. SIDEWALK GRADE @ ±9.13

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

10.30

AutoCAD SHX Text

10.50

AutoCAD SHX Text

SILT FENCE LIMITS OF DISTURBANCE CHECK DAM GRAVEL INLET PROTECTION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE RIP-RAP

AutoCAD SHX Text

CE

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

10

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

SUN GRO RD

AutoCAD SHX Text

FOREST PARK RD

AutoCAD SHX Text

OAK STUMP RD

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

1307

AutoCAD SHX Text

1305

AutoCAD SHX Text

1145

AutoCAD SHX Text

SITE

'

'

'

X

X

X


XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

X

0,//�(1'�&2857��5�:

86�+:<��6287+��5�:

'

N

/(*(1'

X X X

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C40

0

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

5/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74U

TILI

TIE

SP

LAN

1" =

20'

9,&,1,7<�0$3

N

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

50' STREET SETBACK

AutoCAD SHX Text

50' STREET SETBACK

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EX. SMH RIM = 9.37 INV. = 3.20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EX. 12" SS

AutoCAD SHX Text

EX. 12" SS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

18" CMP INV. IN = 5.70

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

EIR

AutoCAD SHX Text

NC GRID NAD 83

AutoCAD SHX Text

90 LF 1 1/2" HDPE WATER SERVICE TUBING

AutoCAD SHX Text

100 LF 4" SCH 40 DWV PVC SEWER LINE @ 1.04% MINIMUM SLOPE

AutoCAD SHX Text

SEE BUILDING PLANS FOR PLUMBING CONTINUATION

AutoCAD SHX Text

1" BACK-FLOW PREVENTER (SHALL BE INSPECTED BY THE CITY OF ELIZABETH CITY PRIOR TO BUILDING OCCUPANCY)

AutoCAD SHX Text

CONTRACTOR SHALL CONNECT BUILDING SEWER TO EXISTING SEWER SERVICE AT CLEAN-OUT; CLEAN-OUT TO BE REPLACED AT PROPERTY LINE

AutoCAD SHX Text

1" WATER METER

AutoCAD SHX Text


AutoCAD SHX Text

HVAC UNITS (TYP)

AutoCAD SHX Text

ELECTRIC METER LOCATION

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

1 1/2" BRASS BALL VALVE IN METER BOX

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

EX. 4' SIDEWALK

AutoCAD SHX Text

160'-2 "12"

AutoCAD SHX Text

45'

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

8'

AutoCAD SHX Text

13'-2 "2 "12"

AutoCAD SHX Text

155'

AutoCAD SHX Text

50'-2 "2 "12"

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED ELECTRICAL TRANSFORMER

AutoCAD SHX Text

ELECTRICAL CONDUIT FOR POWER FEED TO BACKFLOW PREVENTER

AutoCAD SHX Text

PROPOSED 20' CITY OF ELIZABETH CITY UTILITY EASEMENT

AutoCAD SHX Text

BENCH MARK EXISTING CURB INLET PROPOSED CURB INLET PROPOSED DRAINAGE MANHOLE PROPOSED DROP INLET EXISTING SEWER CLEANOUT PROPOSED SEWER CLEANOUT EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT PROPOSED BACKFLOW PREVENTER EXISTING WATER METER PROPOSED WATER METER EXISTING WATER VALVE PROPOSED WATER VALVE PROPERTY LINE ADJACENT PROPERTY LINE EXISTING FENCE RIGHT OF WAY CENTERLINE OF ROAD EXISTING TOP OF BANK EXISTING CENTERLINE OF DITCH EXISTING POND PROPOSED STORMWATER PIPE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC EXISTING SANITARY SEWER PIPE PROPOSED SANITARY SEWER PIPE EXISTING SEWER FORCEMAIN EXISTING WATERLINE PROPOSED WATERLINE EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROPOSED CONCRETE

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

WV

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

10

AutoCAD SHX Text


AutoCAD SHX Text

NTS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

SUN GRO RD

AutoCAD SHX Text

FOREST PARK RD

AutoCAD SHX Text

OAK STUMP RD

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

17

AutoCAD SHX Text

1307

AutoCAD SHX Text

1305

AutoCAD SHX Text

1145

AutoCAD SHX Text

SITE

AutoCAD SHX Text


SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C90

0

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

6/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74S

ITE

DE

TAIL

S

NTS

&85%�&87+$1',&$33('�$&&(66

67$1'$5'��'5,9(:$<��7851287

9$1�$&&(66,%/(�+$1',&$33('�3$5.,1*�:$/.:$<��5(/$7('�'(7$,/6

&85%��*877(5�'(7$,/&85%�'(7$,/

&21&5(7(�6,'(:$/.�'(7$,/

/,*+7�'87<�$63+$/7�3$9(0(17

35(&$67�3$5.,1*�%/2&.

&85%�75$16,7,21�$7�'5,9(:$<�$3521

'80367(5�3$'�'(7$,/

&21&5(7(�6,'(:$/.�'(7$,/ &21&5(7(�6,'(:$/.�'(7$,/

AutoCAD SHX Text

1:12 SLOPE

AutoCAD SHX Text

1:12 SLOPE

AutoCAD SHX Text

1:12 SLOPE

AutoCAD SHX Text

48" MIN.

AutoCAD SHX Text

LINE OF BUILDING, PLANTED AREA, FENCE, ETC.

AutoCAD SHX Text

IF DIMENSION "B" IS LESS THAN 48" AND PEDESTRIANS MUST WALK ACROSS THE CURB CUT, THEN SIDE FLARES SHALL HAVE A 1:12 MAXIMUM SLOPE

AutoCAD SHX Text

ACCESSIBLE ROUTE CROSSES OVER CURB CUT AND SIDE FLARES

AutoCAD SHX Text

NTS

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

DETECTABLE WARNING DOMES

AutoCAD SHX Text

DETECTABLE WARNING DOMES, PER NCDOT 848.05/848.06, SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN.

AutoCAD SHX Text

OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP.

AutoCAD SHX Text

B

AutoCAD SHX Text

DETECTABLE WARNING DOMES SECTION "A-A"

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

2"

AutoCAD SHX Text

PRECAST CLASS "B" CONCRETE

AutoCAD SHX Text

A=0.9" TO 1.4" B=0.65" MIN. C=0.20" D=1.6" TO 2.4"

AutoCAD SHX Text

DOME BASE DIAMETER: 0.45"R TO 0.70"R

AutoCAD SHX Text

DOME TOP DIAMETER OF NO LESS THAN 50% TO NO MORE THAN 60% OF THE BASE DIAMETER

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AS SHOWN ON PLANS

AutoCAD SHX Text

CURB CUT WIDTH

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

1/2 " EXPANSION JOINT

AutoCAD SHX Text

AS SHOWN ON PLANS

AutoCAD SHX Text

2' GUTTER

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

HANDICAPPED PARKING STALL

AutoCAD SHX Text

PARKING STALL PAVEMENT MARKINGS (TYP.)

AutoCAD SHX Text

FACE OF 6" CURB

AutoCAD SHX Text

DIMENSIONAL RELATIONSHIP TO PARKING STALL.

AutoCAD SHX Text

TO BE INSTALLED AT REQUIRED HEIGHT AND

AutoCAD SHX Text

STANDARD HANDICAPPED PARKING SIGN

AutoCAD SHX Text

8.0 FT. WHEELCHAIR ACCESS AISLE/RAMP

AutoCAD SHX Text

(W/ STANDARD HANDICAPPED SYMBOL)

AutoCAD SHX Text

A.D.A. STANDARD HANDICAPPED PARKING SIGN

AutoCAD SHX Text

84" WITHIN PEDESTRIAN AREAS

AutoCAD SHX Text

60" OUTSIDE OF PEDESTRIAN AREAS

AutoCAD SHX Text

GS 20-37.6

AutoCAD SHX Text

$250

AutoCAD SHX Text

PENALTY

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

BOTTOM EDGE OF SIGN

AutoCAD SHX Text

CLEARANCE:

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

8'

AutoCAD SHX Text

1:20 SLOPE

AutoCAD SHX Text

10' RAMP @

AutoCAD SHX Text

8'

AutoCAD SHX Text

ON

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

AS DIM'D.

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

PROVIDE FLARED SIDES

AutoCAD SHX Text

@ 1:10 MAX. SLOPE

AutoCAD SHX Text

OR HANDRAILS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

VAN ACCESSIBLE

AutoCAD SHX Text

PLAN VIEW OF PARKING STALL(S) - SEE SITE PLAN FOR SITE SPECIFIC DIMENSIONS

AutoCAD SHX Text

3"R

AutoCAD SHX Text

3"R

AutoCAD SHX Text

NTS

AutoCAD SHX Text

6"

AutoCAD SHX Text

12"

AutoCAD SHX Text

24"

AutoCAD SHX Text

6"

AutoCAD SHX Text

7"

AutoCAD SHX Text

MIN. 6" ABC UNDER C&G (TYP)

AutoCAD SHX Text

1/2" EXPANSION JOINTS WILL BE REQUIRED AT 75' INTERVALS WHEN CURB IS MACHINE INSTALLED AND 80' INTERVALS WHEN INSTALLED USING FORMWORK AND WHERE THE CURB JOINS ANY RIGID STRUCTURE. CONTRACTION JOINTS SHALL BE PLACED AT 15' INTERVALS WHEN CURB IS MACHINE INSTALLED AND AT 10' INTERVALS WHEN INSTALLED USING FORMWORK.

AutoCAD SHX Text

SEE PAVEMENT SECTION DETAIL

AutoCAD SHX Text

3500 PSI CONCRETE

AutoCAD SHX Text

6"

AutoCAD SHX Text

18"

AutoCAD SHX Text

6"

AutoCAD SHX Text

4"

AutoCAD SHX Text

NTS

AutoCAD SHX Text

2" RAD.

AutoCAD SHX Text

PLACE A TOOLED CONTROL JOINT 1" DEEP WITH 1/8" RADII IN THE SIDEWALK AT ±5'INTERVALS. INTERVALS SHALL BE ADJUSTED AS NECESSARY SUCH THAT NO SECTION IS MORE THAN 6' OR LESS THAN 4'. A 1/2" EXPANSION JOINT WILL BE REQUIRED AT 30' INTERVALS AND WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE, INCLUDING BUILDINGS, SIDEWALKS, STEPS, ETC.

AutoCAD SHX Text


AutoCAD SHX Text

SLOPE 1/4" PER FOOT

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

NTS

AutoCAD SHX Text


AutoCAD SHX Text

4" THICK 3500 PSI CONCRETE SIDEWALK (WIDTH PER PLANS)

AutoCAD SHX Text

1"R

AutoCAD SHX Text

PLACE A TOOLED CONTROL JOINT 1" DEEP WITH 1/8" RADII IN THE SIDEWALK AT ±5' INTERVALS.INTERVALS SHALL BE ADJUSTED AS NECESSARY SUCH THAT NO SECTION IS MORE THAN 6' OR LESS THAN 4'. A 1/2" EXPANSION JOINT WILL BE REQUIRED AT 30' INTERVALS AND WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE, INCLUDING BUILDINGS, SIDEWALKS, STEPS, ETC.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

2" TYPE SF 9.5A ASPHALT MIX

AutoCAD SHX Text

8" ABC STONE

AutoCAD SHX Text

12" OFFSITE SELECT BORROW

AutoCAD SHX Text

COMPACTED SUBGRADE 100% OF ASTM D698

AutoCAD SHX Text

NTS

AutoCAD SHX Text

6'

AutoCAD SHX Text

9"

AutoCAD SHX Text

2' #5 RE-BAR

AutoCAD SHX Text

5"

AutoCAD SHX Text

CHAMFERED EDGES

AutoCAD SHX Text

SEE PAVEMENT SECTION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FRONT EDGE

AutoCAD SHX Text

FLOW LINE

AutoCAD SHX Text

FRONT EDGE

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

NOSE DOWN CURB AT BACK OF APRON

AutoCAD SHX Text

34" HOLE 1- " DEEP, 12" DEEP, PLACE " PVC 34" PVC SLEEVE TO RECEIVE PINS

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

NTS

AutoCAD SHX Text

1/2" RADIUS

AutoCAD SHX Text

LAP SIDING TO MATCH BUILDING DUMPSTER SCREEN

AutoCAD SHX Text

8' STEEL FRAME GATE WITH LAP SIDING TO MATCH BUILDING, MOUNT TO STEEL FRAME USING STAINLESS STEEL NUTS, BOLTS & WASHER.

AutoCAD SHX Text

6" GALVANIZED PIPE, FILL WITH CONCRETE (TYP)

AutoCAD SHX Text

12" STEEL CANE PIN

AutoCAD SHX Text

6x6x WWF1010 WWF

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

6" THICK 3000 PSI CONCRETE SLAB

AutoCAD SHX Text

CONCRETE PIPE BOLLARD

AutoCAD SHX Text

NTS

AutoCAD SHX Text

4" THICK 3500 PSI CONCRETE SIDEWALK (WIDTH PER PLANS)

AutoCAD SHX Text

SLOPE 1/4" PER FOOT

AutoCAD SHX Text

8"

AutoCAD SHX Text

6"

AutoCAD SHX Text

6"

AutoCAD SHX Text

4"

AutoCAD SHX Text

FOR USE ADJACENT TO PAVEMENT

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text


AutoCAD SHX Text

PER PAVEMENT SECTION DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

4" THICK 3500 PSI CONCRETE SIDEWALK

AutoCAD SHX Text

SLOPE 1/4" PER FOOT

AutoCAD SHX Text

4"

AutoCAD SHX Text

(WIDTH PER PLANS)

AutoCAD SHX Text

FOR USE IN GRASS/LANDSCAPE AREAS

AutoCAD SHX Text


SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C90

1

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

7/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74S

ITE

DE

TAIL

S

NTS

6723�6,*1�'(7$,/75((�3/$17,1*�'(7$,/ 6+58%�3/$17,1*�'(7$,/

AutoCAD SHX Text

STOP

AutoCAD SHX Text

SHOULDER WIDTH - 2' MIN.

AutoCAD SHX Text

EMBEDMENT DETAIL

AutoCAD SHX Text

NOTES: 1. SIGN SHALL BE ERECTED WITH THE BOTTOM OF SIGN ASSEMBLY 6 FT. SIGN SHALL BE ERECTED WITH THE BOTTOM OF SIGN ASSEMBLY 6 FT. ABOVE THE EDGE OF THE TRAVEL LANE ON FREEWAYS AND 5 FT. ON OTHER ROUTES. THE VERTICAL CLEARANCE SHALL BE 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC AND/OR PARKED VEHICLES, OR A 6FT.+, MINIMUM CLEARANCE TO THE SIDEWALK OR WALKING SURFACE. 2. THE VERTICAL DIMENSIONS BETWEEN MOUNTING HOLE CENTERS SHALL BE THE VERTICAL DIMENSIONS BETWEEN MOUNTING HOLE CENTERS SHALL BE 30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES SHALL BE TO THE WHOLE INCH. SIGN SHALL HAVE A A MINIMUM OF 2 BOLTS PER SUPPORT. 3. BOLT THREADS SHALL BE DEFORMED WITH PUNCH AND CHISEL AFTER BOLT THREADS SHALL BE DEFORMED WITH PUNCH AND CHISEL AFTER INSTALLATION SUFFICIENTLY TO REDUCE REMOVAL BY VANDALS.

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NOTE: THIS DETAIL HAS BEEN PROVIDED TO THE CONTRACTOR TO SHOW BASIC DIMENSIONS ONLY. REFER TO NCDOT STANDARD DRAWING 904.50.

AutoCAD SHX Text

30"X30" HIGH INTENSITY REFLECTIVE STOP SIGN

AutoCAD SHX Text

3'-6"

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TWO-PLY REINFORCED RUBBER HOSE WITH CABLE OR GALVANIZED WIRE AT 12C INTERVALS

AutoCAD SHX Text

TURN DOWN TOP 1/3 OF BURLAP

AutoCAD SHX Text

3" MULCH LAYER

AutoCAD SHX Text

6' DIAMETER EARTH SAUCER

AutoCAD SHX Text

TAMPED SETTING BED

AutoCAD SHX Text

ORIGINAL GRADE

AutoCAD SHX Text

WOOD STAKE

AutoCAD SHX Text

PREPARED PLANTING SOIL

AutoCAD SHX Text

PRUNE AS PER HORTICULTURAL PRACTICES

AutoCAD SHX Text

LEADER SHOULD NOT BE CUT OR DAMAGED

AutoCAD SHX Text

NOTE: : IF SHRUBS AND TREES ARE TO BE COLLECTIVELY LOCATED WITHIN A LANDSCAPING BED, OR IN A CONTINUOUS LAYOUT, WITH SPACING LESS THAN OR EQUAL TO 6' O.C., MULCH SHALL COVER THE ENTIRETY OF THE LANDSCAPING BED OR CONTINUOUS LAYOUT

AutoCAD SHX Text

NTS

AutoCAD SHX Text

ROOT CROWN TO BE AT FINISH GRADE OR 1-2" ABOVE GRADE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

TILLED OR BROKEN UP SOIL (MIN. 12" DEEP)

AutoCAD SHX Text

3" SETTLED LAYER OF MULCH (1-2" ABOVE ROOTBALL)

AutoCAD SHX Text

REMOVE BURLAP FROM TOP THIRD OF ROOTBALL

AutoCAD SHX Text

NOTE: : IF SHRUBS AND TREES ARE TO BE COLLECTIVELY LOCATED WITHIN A LANDSCAPING BED, OR IN A CONTINUOUS LAYOUT, WITH SPACING LESS THAN OR EQUAL TO 6' O.C., MULCH SHALL COVER THE ENTIRETY OF THE LANDSCAPING BED OR CONTINUOUS LAYOUT

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C90

2

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

8/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74D

RA

INA

GE

&E

&S

CO

NTR

OL

DE

TAIL

S

NTS

7(0325$5<�*5$9(/�&216758&7,21�(175$1&(

6,/7��)(1&(��'(7$,/

6((',1*�6&+('8/(

(526,21�&21752/�0($685(6

6((',1*��08/&+,1*

&216758&7,21�6(48(1&,1*

,1/(7�3527(&7,21*(27(;7,/(�)$%5,&

%/2&.�$1'�*5$9(/�,1/(7�3527(&7,21

&+(&.�'$0�'(7$,/

67$1'$5'�&85%��,1/(7

AutoCAD SHX Text

ADJOINING ROADWAY

AutoCAD SHX Text

12 FT.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

50 FT. MINIMUM

AutoCAD SHX Text

5 FT. RAD. MIN.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

20 FT. RAD.

AutoCAD SHX Text

PREFERRED

AutoCAD SHX Text

A. NCDOT CLASS 'A' STONE SHALL BE USED. STONE SHALL BE INSTALLED AT 6" MINIMUM DEPTH. NCDOT CLASS 'A' STONE SHALL BE USED. STONE SHALL BE INSTALLED AT 6" MINIMUM DEPTH. B. PAD SHALL BE MINIMUM OF 50' MIN. IN LENGTH. WITH SHALL BE 12' MINIMUM OR FULL WIDTH OF PAD SHALL BE MINIMUM OF 50' MIN. IN LENGTH. WITH SHALL BE 12' MINIMUM OR FULL WIDTH OF DRIVEWAY, WHICHEVER IS GREATER. C. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED. D. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. E. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. F. AFTER EACH RAINFALL EVENT, INSPECT AND CLEAN AS NECESSARY. AFTER EACH RAINFALL EVENT, INSPECT AND CLEAN AS NECESSARY. G. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CONSTRUCTION 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN THE FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH AND A 6 MONTH UV PROTECTION RATING. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

AutoCAD SHX Text

8' MAX

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STEEL POST

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STEEL POST

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

UPSLOPE

AutoCAD SHX Text

4" MINIMUM

AutoCAD SHX Text

6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WIRE FENCE

AutoCAD SHX Text

8" DOWN & 4" FORWARD ALONG THE TRENCH

AutoCAD SHX Text

8' MAX. STANDARD STRENGTH FILTER FABRIC WITH WIRE FENCE

AutoCAD SHX Text

GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL

AutoCAD SHX Text

GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL

AutoCAD SHX Text

18-24"

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

STEEL POST

AutoCAD SHX Text

STEEL FENCE POST 5' - 0.85 LB. FT. T-TYPE

AutoCAD SHX Text

BACKFILL TRENCH AND COMPACT THOROUGHLY

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

6" X 32" WIRE FENCE

AutoCAD SHX Text

8" BLACK ZIPTIE OR ALUMINUM TIE WITH UV PROTECTION

AutoCAD SHX Text

8" MINIMUM

AutoCAD SHX Text

6" X 32" WIRE FENCE

AutoCAD SHX Text

18"-24" HEIGHT

AutoCAD SHX Text

SEEDING MIXTURE RATE (LB/ACRE) TALL FESCUE 80 80 PENSACOLA BAHIAGRASS 50 50 SERICEA LESPEDEZA 30 30 KOBE LESPEDEZA 10 10 SEEDING NOTES 1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED 2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE. NURSE PLANTS BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN). SEEDING DATES BEST POSSIBLE POSSIBLE EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30 FEB. 15-MAR. 20 FEB. 15-APR. 30 FEB. 15-APR. 30 FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 SEPT. 1-OCT. 31

AutoCAD SHX Text

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS AND HQW ZONES), AND SLOPES NO STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50' IN LENGTH, FOR HIGH QUALITY WATER (HWQ) ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES. PROVIDE GROUNDCOVER (TEMPORARY OR PERMANENT) ON ALL EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING CLEARING; SHALL CONTINUE DURING CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, CATCH BASINS, NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.

AutoCAD SHX Text

SEEDBED PREPARATION

AutoCAD SHX Text

THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS

AutoCAD SHX Text

TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE

AutoCAD SHX Text

SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.

AutoCAD SHX Text

CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY

AutoCAD SHX Text

THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN

AutoCAD SHX Text

THE SOIL IS FROZEN OR EXTREMELY WET.

AutoCAD SHX Text

SOIL AMENDMENTS

AutoCAD SHX Text

APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND

AutoCAD SHX Text

AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.

AutoCAD SHX Text

MULCHING

AutoCAD SHX Text

APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR

AutoCAD SHX Text

STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.

AutoCAD SHX Text

A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS

AutoCAD SHX Text

OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM

AutoCAD SHX Text

THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.

AutoCAD SHX Text

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) 2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT OFF SITE SEDIMENTATION. 3. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION. 4. INSTALL SITE IMPROVEMENTS PER THE APPROVED & PERMITTED PLANS. INSTALL SITE IMPROVEMENTS PER THE APPROVED & PERMITTED PLANS. 5. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS AND HQW ZONES), AND SLOPES NO STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50' IN LENGTH, FOR HIGH QUALITY WATER (HWQ) ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES. 6. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES AND REPAIR AS NECESSARY. 7. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL

AutoCAD SHX Text

18" OF FABRIC IS TO BE WRAPPED AROUND WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.

AutoCAD SHX Text

GEOTEXTILE FABRIC, TYPE FF

AutoCAD SHX Text

WOOD 2" X 4" EXTENDS 8" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES.

AutoCAD SHX Text

GENERAL NOTES: 1. MANUFACTURED ALTERNATIVES CAN BE SUBSTITUTED MANUFACTURED ALTERNATIVES CAN BE SUBSTITUTED UPON APPROVAL OF ENGINEER. 2. WHEN REMOVING OR MAINTAINING INLET PROTECTION, WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY.

AutoCAD SHX Text

INSTALLATION NOTES: 1. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. 2. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET.

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

TEMPORARY SEDIMENT POOL

AutoCAD SHX Text

2:1 SLOPE (TYP)

AutoCAD SHX Text

CONSTRUCTION SPECIFICATIONS: 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE BLOCK FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS. 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. 3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. NCDOT #57 WASHED STONE IS RECOMMENDED.

AutoCAD SHX Text

CONCRETE BLOCK

AutoCAD SHX Text

DEWATERING

AutoCAD SHX Text

GRAVEL FILTER - NCDOT #57 WASHED STONE

AutoCAD SHX Text

INLET WITH GRATE

AutoCAD SHX Text

GRAVEL FILTER - NCDOT #57 WASHED STONE

AutoCAD SHX Text

HARDWARE CLOTH - GEOTEX 2130 OR APPROVED EQUAL TO BE PLACED 6" OUTSIDE THE BOUNDARIES OF DRAINAGE BLOCK.

AutoCAD SHX Text

CONCRETE BLOCK

AutoCAD SHX Text

2:1 SLOPE (TYP)

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

TOP OF DITCH BANK

AutoCAD SHX Text

TOP OF DITCH BANK

AutoCAD SHX Text

BOTTOM OF DITCH

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

GRASS IS ESTABLISHED IN BOTTOM OF DITCH

AutoCAD SHX Text

FILTER DAM IS TO BE IN PLACE UNTIL

AutoCAD SHX Text

SUFFICIENT TO PREVENT EROSION

AutoCAD SHX Text

2:1

AutoCAD SHX Text

2:1

AutoCAD SHX Text

6"

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

,

AutoCAD SHX Text

CLASS B STONE

AutoCAD SHX Text

LAYER OF #5 WASHED STONE 12" THICK

AutoCAD SHX Text

CLASS B STONE

AutoCAD SHX Text

REMOVE SEDIMENT WHEN IT ACCUMULATES TO 1/3 THE HEIGHT OF THE DAM

AutoCAD SHX Text

SEE PLANS FOR

AutoCAD SHX Text

CULVERT TYPE & SIZE

AutoCAD SHX Text

C.I. STEPS FOR INSIDE

AutoCAD SHX Text

PRECAST CONCRETE

AutoCAD SHX Text

SET CULVERT FLUSH

AutoCAD SHX Text

SEE PLANS FOR SLOPE

AutoCAD SHX Text

W/ 6x6x10/10 WWM

AutoCAD SHX Text

3000 PSI CONCRETE FOOTING

AutoCAD SHX Text

8"

AutoCAD SHX Text

INV. IN.

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

SEE PLANS FOR INVERT & RIM ELEVATIONS

AutoCAD SHX Text

COMPACT SUBGRADE TO

AutoCAD SHX Text

SHALL BE EQUAL TO THE

AutoCAD SHX Text

LARGEST CULVERT DIAM. PLUS

AutoCAD SHX Text

16" IN EACH DIM.

AutoCAD SHX Text

INSIDE DIMENSIONS:

AutoCAD SHX Text

MEET MIN. SPECIFICATIONS OF NCDOT

AutoCAD SHX Text

NOTE: ALL MATERIAL AND INSTALLATION TO

AutoCAD SHX Text

AND STRUCTURES", LATEST EDITION.

AutoCAD SHX Text

"STANDARD SPECIFICATIONS FOR ROADS

AutoCAD SHX Text

RIM ELEV.

AutoCAD SHX Text

(SEE PLANS)

AutoCAD SHX Text

6"

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DEPTH GREATER THAN 4'

AutoCAD SHX Text

WITH INSIDE WALL

AutoCAD SHX Text

95% OF ASTM D 698

AutoCAD SHX Text

INV. OUT

AutoCAD SHX Text

PARGE INVERT W/ CONCRETE -- SLOPE TO CULVERT INVERT.

AutoCAD SHX Text

C.I. FRAME AND GRATE SHALL CONFORM TO NCDOT STANDARD DRAWING 840.03 (USF 5181-6420 BY US FOUNDRY AND MANUFACTURING CORPORATION, MODEL NO. 28403 BY GENERAL FOUNDRIES, INC. OR APPROVED EQUAL)

SH

EE

T TI

TLE

:

SH

EE

T N

UM

BE

R:

C90

3

Pro

ject

#:

Dra

win

g #:

Dra

wn:

Che

cked

:A

ppro

ved:

Dat

e:S

heet

#:

Sca

le:

RE

VIS

ION

S:

NU

M.

DA

TED

ES

CR

IPTI

ON

CIT

Y O

F E

LIZA

BE

TH C

ITY

- P

AS

QU

OTA

NK

CO

UN

TYN

OR

TH C

AR

OLI

NA

(1*,1

((5,1

*��3&

($67(51

&$52/,1$

1

�ŶŐŝŶĞ


��ͼ��


ĂŐĞŵ

ĞŶƚ


ĂĞŶŐ

ŝŶĞĞ

ƌŝŶŐ͘ĐŽŵ

WŚŽŶ

Ğ͗�ϮϱϮ

Ͳϯϯϱ

Ͳϭϴϴ


ϱϮͲϯϯϭ

ͲϮϯϵ


Ϯ

ϭϱϰ�h^

�,ǁǇ�ϭϱ

ϴ��Ă

Ɛƚ͕��

ĂŵĚĞ

Ŷ͕�E��Ϯϳ

ϵϮϭ

1700

74 S

ite.d

wg

101

MIL

L E

ND

CO

UR

T

BO

ON

E D

EN

TIS

TRY

PERM

IT SE

TDO

NOT

USE

FOR

CONS

TRUC

TION,

SALE

S, OR

RECO

RDAT

ION.

DO N

OT U

SE F

OR CO

NSTR

UCTIO

N,SA

LES,

OR RE

CORD

ATIO

N.

RELE

ASED

9/9

KD

HK

DH

KD

H12

/7/2

017

12/7

/201

7

1700

74U

TILI

TYD

ETA

ILS

NTS

��72��:$7(5�6(59,&(�&211(&7,21�'(7$,/

6$1,7$5<��6(:(5��&/($1�287

��%$&.)/2:��35(9(17(5��(1&/2685(

3/$1�87,/,7<�/$<287

AutoCAD SHX Text

NTS

AutoCAD SHX Text

12-GAUGE TRACER WIRE

AutoCAD SHX Text

EOP

AutoCAD SHX Text

CHECK VALVE AS APPROVED

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

R/W

AutoCAD SHX Text

METER (INSTALLED BY CITY)

AutoCAD SHX Text

10"W x 20"L x 12"H METER BOX. (USE HDPE BOX WITH FULL CAST IRON LID IF IN GRASS, USE CAST IRON BOX WITH CAST IRON LID IN DRIVEWAYS. NO READER LID ALLOWED)

AutoCAD SHX Text

LOCK WING ANGLE VALVE

AutoCAD SHX Text

McDONALD HINGED TAPPING SADDLE (MODEL #3985)

AutoCAD SHX Text

McDONALD BRASS NL SERVICE FITTING FOR COMPRESSION CONNECTION (MODEL #74754T)

AutoCAD SHX Text

HDPE SDR 9 CTS "ENDOPUR" TUBING SERVICE LINE

AutoCAD SHX Text

McDONALD NL PLUG-STYLE CORPORATION STOP (MODEL #74701T)

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

McDONALD BRASS ADAPTER FOR COMPRESSION CONNECTION (MODEL #74753T)

AutoCAD SHX Text

METER SETTER (McDONALD MODEL #720-207WDDD 33, FORD MODEL #VBHH92-7W-11-33-NL, OR APPROVED EQUAL)

AutoCAD SHX Text

3"-4" #57 OR #67 STONE

AutoCAD SHX Text

3/4" OR 1" x 6" NIPPLE WITH CAP (SERVICE LINE BY OWNER)

AutoCAD SHX Text

NOTE: : PROVIDE RIGID PLASTIC INSERT FOR ALL CTS FITTINGS

AutoCAD SHX Text

INSTALL 1/2"x12" PVC STABILIZER THROUGH SETTER

AutoCAD SHX Text

SANITARY TEE (SIZE PER PLANS)

AutoCAD SHX Text

SANITARY TEE (SIZE PER PLANS)

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

24" X 6" PRECAST CONCRETE DONUT AND TOP OF CLEANOUT INSTALLED FLUSH WITH FINISH GRADE

AutoCAD SHX Text

IN PAVEMENT OR CONCRETE

AutoCAD SHX Text

IN GRADED AREA

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NECESSARY

AutoCAD SHX Text

4" PVC AS

AutoCAD SHX Text

4" THREADED

AutoCAD SHX Text

FITTING

AutoCAD SHX Text

4" THREADED

AutoCAD SHX Text

PLUG

AutoCAD SHX Text

CO

AutoCAD SHX Text

DI CLEANOUT

AutoCAD SHX Text

COVER

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

NECESSARY

AutoCAD SHX Text

4" PVC AS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

4" THICK 3000 PSI CONCRETE 41" x 27" PAD

AutoCAD SHX Text

1" 90° BENDS (TYP)

AutoCAD SHX Text

1" UNION (TYP)

AutoCAD SHX Text

GFI, WEATHER-PROOF COVER 110V OUTLET

AutoCAD SHX Text

1" REDUCED PRESSURE ZONE ASSEMBLY (FOR TOXIC SERVICE) WATTS #009, DOUBLE-CHECK DETECTOR ASSEMBLY WATTS #909, OR APPROVED EQUAL

AutoCAD SHX Text

HOT BOX POLETHYLENE DROP OVER ENCLOSURE HPEZ1 (OR APPROVED EQUAL)

AutoCAD SHX Text

GFI, WEATHER-PROOF COVER 110V OUTLET

AutoCAD SHX Text

HOT BOX POLETHYLENE DROP OVER ENCLOSURE HPEZ1 (OR APPROVED EQUAL)

AutoCAD SHX Text

4" THICK 3000 PSI CONCRETE 41" X 27" PAD

AutoCAD SHX Text

4" SCH 40 PVC SLEEVE

AutoCAD SHX Text

4" SCH 40 PVC SLEEVE

AutoCAD SHX Text

PIPE AND FITTINGS SHALL BE BRASS FROM 90° BEND TO 90° BEND

AutoCAD SHX Text

STREET 90°

AutoCAD SHX Text

1"x36" BRASS NIPPLE

AutoCAD SHX Text

1"x12" BRASS NIPPLE

AutoCAD SHX Text

1"x12" BRASS NIPPLE

AutoCAD SHX Text

INSTALL HEAT TRACE TAPE (HOT BOX C001266 OR APP. EQUAL)

AutoCAD SHX Text

A. CITY OF ELIZABETH CITY UTILITY EASEMENT 1. A UTILITY EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF PUBLIC SERVICES SUCH AS ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION SHALL BE DESIGNATED ALONG THE ROAD FRONTAGE OF ALL PROPERTY. THE WIDTH OF SUCH EASEMENT SHALL BE A MINIMUM OF TWENTY (20) FEET. 2. A UTILITY EASEMENT FOR THE INSTALLATION, MAINTENANCE AND OPERATING OF SERVICES SHALL BE DESIGNATED ALONG THE SIDES OF EACH PROPERTY WITH A MINIMUM WIDTH OF FIVE (5) FEET AND ALONG THE BACK OF EACH PROPERTY WITH A MINIMUM WIDTH OF TEN (10) FEET. 3. THE EASEMENT SHALL BE OUTSIDE OF ALL SIDEWALKS, CURB, GUTTERS, ETC. AND BE PARALLEL AND CONTIGUOUS WITH THE APPLICABLE ROAD RIGHT-OF-WAY OR PROPERTY LINE. 4. THE INSTALLATION OF UNDERGROUND SERVICE LINES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. THE OWNER, CONTRACTOR, OR DEVELOPER SHALL CONTACT THE SERVICE SUPPLIER PRIOR TO THE INSTALLATION OF ANY SERVICE, TEMPORARY OR PERMANENT. THE SUPPLIER OF SAID SERVICE SHALL THEREAFTER BE DEEMED TO HAVE A DEFINITE AND PERMANENT EASEMENT ON THE PROPERTY CONSISTING OF A FIVE (5) FOOT STRIP EXTENDING TWO AND ONE HALF (2.5) FEET ON EACH SIDE OF THE SERVICE LINE. THIS EASEMENT WILL EXTEND FROM THE SERVICE EQUIPMENT TO THE SERVICE ENTRANCE AT THE STRUCTURE. THE PURPOSE OF THIS EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, AND REPAIR OF SERVICE EQUIPMENT. B. INSTALLATION 1. WATER LINES, SEWER LINES, AND STORM DRAINAGE SHALL BE INSTALLED WITHIN THE ROAD RIGHT-OF-WAY AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REQUIREMENTS OF THE STATE OF NORTH CAROLINA AND THE CITY OF ELIZABETH CITY. 2. ELECTRIC POWER, NATURAL GAS, CABLE TELEVISION, AND TELEPHONE LINES SHALL BE INSTALLED WITHIN THE TWENTY (20) FOOT EASEMENT IN ACCORDANCE WITH THE PLAN UTILITY LAYOUT AS SHOWN HEREON, WITH THE EXCEPTION OF ROAD CROSSINGS. THE OWNER, DEVELOPER, OR CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE NECESSARY ROAD CROSSINGS WITH THE UTILITY COMPANIES. ROAD CROSSINGS SHALL BE INSTALLED PRIOR TO THE COMPLETION OF THE FINAL ROAD BED. THE FINAL COMPACTED ROAD IS THE RESPONSIBILITY OF THE ROAD CONTRACTOR. 3. ALL CABLES, CONDUITS, PIPES, AND TUBING FOR THE SERVICE OF ELECTRIC POWER, NATURAL GAS, TELEPHONE, OR CABLE TELEVISION SHALL BE UNDERGROUND OR AS AGREED UPON BY THE SERVICE PROVIDER AND THE CUSTOMER. THE SERVICE EQUIPMENT SHALL BE ABOVE GROUND. SOME EXAMPLES OF SERVICE EQUIPMENT ARE AS FOLLOWS, BUT NOT LIMITED TO: A. ELECTRIC DISTRIBUTION TRANSFORMERS, SECONDARY PEDESTALS, METER PEDESTALS, SWITCH GEAR, STREET LIGHTING POLES, TRAFFIC SIGNAL POLES AND EQUIPMENT, TELEPHONE PEDESTALS, CABLE TELEVISION PEDESTALS, RADIO ANTENNAE, VALVES. B. SERVICE CONNECTIONS SUCH AS GAS AND ELECTRIC METERS, TELEPHONE AND CABLE TELEVISION TERMINATION ENCLOSURES. C. TEMPORARY EQUIPMENT FOR EMERGENCY SERVICE OR RELATED TO A CONSTRUCTION PROJECT. D. EXISTING EQUIPMENT ABOVE GROUND PRIOR TO THE NEW SUBDIVISION SHALL REMAIN ABOVE GROUND AND THE SUPPLIER HAS THE RIGHT TO MAINTAIN AND REPAIR SAID EQUIPMENT.

AutoCAD SHX Text

4. ALL PROPERTY CORNERS SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO THE INSTALLATION ALL PROPERTY CORNERS SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO THE INSTALLATION OF ANY UTILITIES. LOT NUMBERS SHALL ALSO BE SHOWN AS A REFERENCE FOR THE PLACEMENT OF SERVICE EQUIPMENT. 5. THE UTILITY EASEMENT SHALL BE MARKED OR SUFFECIENT REFERENCE POINTS BE INSTALLED IN THE UTILITY EASEMENT SHALL BE MARKED OR SUFFECIENT REFERENCE POINTS BE INSTALLED IN ORDER THAT EACH UILITY WILL BE CAPABLE OF DETERMINING THEIR ASSIGNED SPACE WITH THE EASEMENT. C. ENCROACHMENTS: ENCROACHMENTS: 1. LAWNS AND LANDSCAPING SHALL BE PERMITTED ON THE EASEMENTS. LANDSCAPING SHALL LAWNS AND LANDSCAPING SHALL BE PERMITTED ON THE EASEMENTS. LANDSCAPING SHALL CONSIST ONLY OF LOW GROWING PLANTS OR ORNAMENTAL SHRUBBERY. TREES THAT ARE EXPECTED TO GROW TO A HEIGHT OF MORE THAN SIX (6) FEET ARE NOT PERMITTED. TREES OR VEGETATION REQUIRING HEAVY MECHANICAL EQUIPMENT TO INSTALL SHALL NOT BE PERMITTED. THE UTILITY COMANIES SHALL NOT BE HELD RESPONSIVLE FOR DAMAGE TO LAWNS OR UTILITY COMANIES SHALL NOT BE HELD RESPONSIVLE FOR DAMAGE TO LAWNS OR LANDSCAPING ON THIS EASEMENT DURING NORMAL MAINENANCE OR EMERGENCY SERVICE RESTORATION. 2. NO BUILDING, STRUCTURE OR PART THEREOF SHALL ENCROACH UPON THE UTILITY EASEMENT. NO BUILDING, STRUCTURE OR PART THEREOF SHALL ENCROACH UPON THE UTILITY EASEMENT. 3. NO OFF STREET PARKING AREAS OF PAVEMENT OR CONCRETE SHALL BE PERMITTED ON THE NO OFF STREET PARKING AREAS OF PAVEMENT OR CONCRETE SHALL BE PERMITTED ON THE UTILITY EASEMENT WITHOUT PRIOR WRITTEN APPROVAL OF ALL UTILITY COMPANIES THAT WILL UTILIZE THE EASEMENT. 4. THE EASEMENT SHALL NOT BE OBSTRUCTED IN ANY WAY AS WITH THE STORAGE OR STOCK PILING THE EASEMENT SHALL NOT BE OBSTRUCTED IN ANY WAY AS WITH THE STORAGE OR STOCK PILING OF MATERIALS SUCH AS DIRT, GRAVEL, STONE, ETC. 5. NO TREES, SHRUBBERY, OR VEGETATION OF ANY KIND SHALL BE ALLOWED WITHIN A TEN (10) NO TREES, SHRUBBERY, OR VEGETATION OF ANY KIND SHALL BE ALLOWED WITHIN A TEN (10) FOOT RADIUS OF ANY SERVICE EQUIPMENT. D. GENERAL: GENERAL: 1. THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE UNDERGROUND THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE UNDERGROUND FACILITIES LOCATED INSIDE THE EASEMENT ON HIS PROPERTY. THEY SHALL PREVENT ANY SUBSTANTIAL CHANGE OF GRADE OR ELEVATION AND CONSTRUCTION OF ANY KIND THAT MAY DAMAGE THE UTILITIES WITHIN THE EASEMENT. 2. DAMAGE CAUSED BY THE NEGLIGENCE OF THE OWNER OR HIS AGENTS SHALL BE THE DAMAGE CAUSED BY THE NEGLIGENCE OF THE OWNER OR HIS AGENTS SHALL BE THE RESPONSIBILITY OF THE OWNER. HE SHALL PAY FOR THE REPAIR, REPLACEMENT, OR RELOCATION OF THE DAMAGED FACILITY. 3. EACH UTILITY COMPANY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR UNDERGROUND EACH UTILITY COMPANY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR UNDERGROUND FACILITY. 4. EACH UTILITY CONPANY THROUGH IT'S EMPLOYEES, CONTRACTORS, OR AGENTS SHALL AT ANY EACH UTILITY CONPANY THROUGH IT'S EMPLOYEES, CONTRACTORS, OR AGENTS SHALL AT ANY AND ALL TIMES HAVE ACCESS TO THE EAEMENTS FOR THE PURFOSE OF INSPECTING, INSTALLING, REMOVING, REPAIRING, OR REPLACING THEIR FACILITY OR ANY PROTION THEROF. 5. THE FINALLY APPROVED PLAT SHALL SHOW ALL EASEMENTS AND SHALL INCLUDE A STATEMENT THE FINALLY APPROVED PLAT SHALL SHOW ALL EASEMENTS AND SHALL INCLUDE A STATEMENT STIPULATING RESTRICTIONS OF SAID EASEMENTS. THE STTEMENT SHALL ALSO INCLUDE THE INGRESS AND EGRESS RIGHTS ASSIGNED TO THE UTILITY CONPANIES FOR ACCESS TO THEIR FACILITIES AT ALL TIMES FOR REPAIRS AND MAINTENANCE.

AutoCAD SHX Text

A. ANY CHANGES TO THE PLAT SUBSEQUENT TO THE GOVENING AUTHORITY'S APPROVAL ANY CHANGES TO THE PLAT SUBSEQUENT TO THE GOVENING AUTHORITY'S APPROVAL SHALL BE SUBMITTED TO THAT AUTHORITY IN WRITING AND CHANGES MADE TO THE PLAT BEFORE RECORDING. B. THE INDIVIDUAL UTILITY COMPANY AT IT'S OPTION MAY REQUIRE THE EXECUTION OF THEIR THE INDIVIDUAL UTILITY COMPANY AT IT'S OPTION MAY REQUIRE THE EXECUTION OF THEIR STANDARD EASEMENT AGREEMENT. 6. THE FINALLY APPROVED PLAT SHALL BE DULY RECORDED IN THE PROPER COUNTY REGISTER OF THE FINALLY APPROVED PLAT SHALL BE DULY RECORDED IN THE PROPER COUNTY REGISTER OF DEEDS OFFICE AND BE MADE A PART OF THE LAND RECORDS OF THE APPROPRIATE TOWN OR CITY, COUNTY, AND STATE. 7. EACH UTILITY COMPANY RESERVED THE RIGHT NOT TO SUPPLY UNDERGROUND SERVICE WHEN, IN EACH UTILITY COMPANY RESERVED THE RIGHT NOT TO SUPPLY UNDERGROUND SERVICE WHEN, IN ITS JUDGEMENT, IT IS IMPRACTICAL OR CONTRARY TO SOUND OPERATING OR ENGINEERING PROCTICES TO DO SO. EXAMPLES MAY INCLUDE INUSUALLLY ROUGH TERRAIN, WET LANDS, UNUSUAL LOT LAYOUTS IN THE SUBDIVISION, LARGE QUANTITIES OF ROCK, OR UNSUITABLE DIGGING CONDITIONS. 8. IT IS IMPORTANT THAT CLOSE COORDINATION EXIST BETWEEN THE DEVELOPER OR OWNER AND THE IT IS IMPORTANT THAT CLOSE COORDINATION EXIST BETWEEN THE DEVELOPER OR OWNER AND THE DIFFERENT UTILITIES. IT IS THE RESPONSIBILITY OF THE DEVELOPER OR OWNER TO NOTIFY AND COORDINATE THE INSTALLATION OF THE UTILITIES TO ACCOMOLISH AN ORDERLY CONSTRUCTION OF THE NEW SUBDIVISION. 9. ALL FACILITIES SHALL BE INSTALLED AND CONSTRUCTED TO COMPLY WITH ALL APPLICABLE LOCAL, ALL FACILITIES SHALL BE INSTALLED AND CONSTRUCTED TO COMPLY WITH ALL APPLICABLE LOCAL, COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS.

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

ROAD RIGHT OF WAY VARIES

AutoCAD SHX Text

GAS

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

CATV

AutoCAD SHX Text

CATV

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

3 FT.

AutoCAD SHX Text

3 FT.

AutoCAD SHX Text

3 FT.

AutoCAD SHX Text

3 FT.

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

4 FT.

AutoCAD SHX Text

4 FT.

AutoCAD SHX Text

SITE CONTRACTOR SHALL COORDINATE WITH CITY OF ELIZABETH CITY ELECTRICAL DEPARTMENT TO ENSURE THAT ELECTRICAL CONDUITS ARE INSTALLED PRIOR TO PLACEMENT OF ANY CURB & GUTTER, ABC STONE OR PAVEMENT

1' (&$52/,1$ · nc grid nad 83. ex. 4' sidewalk ... existing curb inlet existing...

Documents