OVERFLOW PARKING PROJECT for PORT CITYprotrak.wilmingtonnc.gov/PTDocuments/Uploads/... · OVERFLOW...

OWNER:

250 VISION DRIVE

INDEX

OVERFLOW PARKING PROJECTfor

PORT CITYCOMMUNITY CHURCH

DEVELOPER:

PORT CITY COMMUNITY CHURCH

250 VISION DRIVE

WILMINGTON, NC 28403

PHONE: 910-202-8800

Wilmington, North Carolina

PORT CITY COMMUNITY CHURCH

250 VISION DRIVE


PHONE: 910-202-8800

DESIGNER:

Coastal Land Design,PLLCCivil Engineering / Landscape Architecture

Land Planning / Construction Management

P.O.Box 1172

Wilmington, NC 28402

Phone: 910-254-9333

Fax: 910-254-0502

NCBELS Firm License No: P-0369

www.cldeng.com

General Notes:

1. Prior to any clearing, grading, or construction activity, tree protection fencing will be installed around protected

trees or groves of trees and no construction workers, materials, or vehicles are permitted within the tree protection

fencing.

2. All pavement markings in public rights-of-way and for driveways are to be thermoplastic and meet City and/or

NCDOT stamdards.

3. Once streets are open to traffic, contact Traffic Engineering to request installation of traffic and street name signs.

Proposed street names must be approved prior to installation of street name signs.

4. Traffic control devices (including signs and pavement markings) in areas open to public traffic are to meet MUTCD

(Manual on Uniform Traffic Control Devices) standards.

5. Contact Traffic Engineering at 341-7888 to ensure that all traffic signals facilities and equipment are shown on the

plan. Add a note to call Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the

right-of-way.

6. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced.

7. Contact TRAFFIC ENGINEERING at 341-7888 to discuss street lighting options.

8. Project shall comply with the CFPUA Cross Connection Control requirements. Water meter(s) cannot be released

until all requirements are met and the State has given their Final Approval. Call 332-6419 for information.

9. If the contractor desires CFPUA water for construction he shall apply in advance for this service and must provide

a reduced pressure zone (RPZ) backflow prevention device on the developer's side of the water meter box.

10. Any irrigation system supplied by CFPUA water shall comply with the CFPUA's Connection Control regulations.

Call 332-6419 for information.

11. Any backflow prevention devices required by the CFPUA will need to be on the list of approved devices for

USCFCCCHR or ASSE.

12. A Landscaping Plan indicating the location of required street trees shall be submitted to the City of Wilmington Traffic Engineering Division and the Parks and Recreation Department for review and approval prior to the

recording of the final plat.

13. Permitting of business identification signage is a separate process. NCDOT/City of Wilmington will not allow obstructions within the righ of way.

14. Prior to any clearing, grading or construction activity, tree protection fencing will be installed around protected trees or groves of trees and no construction workers, tools, materials or vehicles are permitted within the tree protection fencing.15. All traffic control signs and markings off the right-or-way are to be maintained by the property owner in accordance with MUTCD standards.

1. THE APPLICANT SHALL FULLY COMPLY WITH ALL OF THE SPECIFIC REQUIREMENTS STATED IN THE LAND DEVELOPMENT CODE FOR THE PROPOSED USE AS WELL AS ANY ADDITIONAL CONDITIONS STATED BELOW.2. IF ANY SECTION, SUBSECTION, PARAGRAPH, SENTENCE, CLAUSE, PHRASE OR PORTION OF THIS PERMIT IS FOR ANY REASON HELD INVALID OR UNCONSTITUTIONAL BY ANY COURT OF COMPETENT JURISDICTION, THIS SPECIAL USE PERMIT SHALL BE NULL AND VOID AND OF NO EFFECT.3. THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY SHALL BE IN ACCORDANCE WITH THE PLAN RECEIVED ON 7/25/14.4. THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY SHALL COMPLY WITH ALL OTHER SUPPLEMENTAL REGULATIONS AND REQUIREMENTS IMPOSED BY THE LAND DEVELOPMENT CODE OR ANY OTHER APPLICABLE FEDERAL, STATE OR LOCAL LAW, ORDINANCE OR REGULATION. IN THE EVENT OF A CONFLICT, THE MORE STRINGENT OR HIGHER STANDARD SHALL APPLY.5. DURING TIMES OF VEHICULAR STORAGE IN THE GRASSED AREAS, THE PARKING AISLES SHALL BE DELINEATED.6. TREE CLEARING SHALL BE LIMITED TO ESSENTIAL SITE IMPROVEMENTS WITHIN THE PROJECT LIMITS AS SHOWN ON THE APPROVED SITE PLAN. MITIGATION OF PERSERVED TREES WILL BE ENFORCED. TREES OUSIDE THE PROJECT LIMITS OF DISTURBANCE WILL BE PROTECTED DURING THIS PHASE OF CONSTRUCTION.7. THE SITE SHALL BE DEVELOPED IN ACCORDANCE WITH THE APPROVED SITE PLAN.8. ALL SIGNAGE FOR THE PROJECT SHALL BE NON-ILLUMINATED.9. ALL OUTDOOR LIGHTING SHALL BE INSTALLED SO AS NOT TO SHINE OR REFLECT DIRECTLY ONTO SURROUNDING PROPERTIES.10. A PORTION OF VISION DRIVE THAT BISECTS THE PROPERTY SHALL BECOME A PUBLIC THROUGH-STREET TO BRING THE DEVELOPMENT INTO COMPLIANCE WITH THE 500 FEET AND 800 FEET LENGTH LIMITS AS SPECIFIED IN THE TECHNICAL STANDARDS.11. ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE MET.12. ALL TECHNICAL REVIEW COMMITTEE COMMENTS SHALL BE FOLLOWED.

OF THE PROPOSED 291 PARKING SPACES, AT LEAST 50 PERCENT OF THOSE SPACESMUST BE OF PERVIOUS MATERIAL. DRIVE AISLES WITHIN THE PROPOSED PARKINGLOT CAN BE PAVED WITH IMPERVIOUS MATERIALS.

NORTH CAROLINA

ILMINGTONWCITY OF

SU-8-106-M909-M1014

NORTH CAROLINA

ILMINGTONWCITY OF

16. Install reflectors per City and NCDOT standards. Traffice Engineering must approve of pavement marking layout prior to actual striping.

17. All parking stall markings and lane arrows within parking areas shall be white.

[email protected]

S

S

S

S

S

S

S

S

S

S OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

207 Cardinal Extension Dr.

Emma G. Cusick, Trustee

PIN R05010-008-012-000


Margaret E & Timothy J Murphy

PIN R05010-008-011-000


Mary Louise Breslin

PIN R05010-008-010-000


Christopher A. & Sandy S Huchens

PIN R05010-008-009-000


Jennifer H. Hodges

PIN R05010-008-008-000


Albert B. Walls

PIN R05010-008-007-000


Crystal D. Liniger

PIN R05010-008-006-000


Ed M. & Jeanne L. Corbin

PIN R05010-008-005-000


John C. Hunter

PIN R05010-008-004-000


James Frank Efird, Jr.

PIN R05010-008-003-000


Kathy L & Edgar C Dove

PIN R05010-008-002-000


James Walter Corbett

PIN R05010-008-001-000


David A. Williams

PIN R05010-003-080-000


Patricia A. Ross

PIN R05010-003-079-000


James & Ursula Fagan

PIN R05010-003-078-000


Marie F. Nelson, Heirs

PIN R05010-003-0077-000


Danny Robert Steele

PIN R05010-003-076-000


Annette O. & Peter L. Wilson

PIN R05010-003-075-000


Jenny Ruggiero, Etal

PIN R05010-003-074-000


George R. & Julia C. Huntley

PIN R05010-003-073-000


Delores U. Mayo

PIN R05010-003-072-000


Peter L. & Annette Wilson , Etal

PIN R05010-003-071-000


Gregory George Gallas

PIN R05010-003-070-000


Deborah A Packer

PIN R05014-015-019-000


David W. Hammond

PIN R05014-015-020-000


William J Dail

PIN R05014-015-018-000

PROJECT

LIMITS

PROJECT

LIMITS

PROJECT

LIMITS



P.O.Box 1172


Phone: 910-254-9333Fax: 910-254-0502


www.cldeng.com

GATE

DRAINAGE EASEMENT

BK 53 PG 295-296

DRAINAGE EASEMENT BK 53 PG 295-296

DRAINAGE EASEMENT

NOT FOR CONSTRUCTION

PRIVATE SECTION OF VISION DRIVE

TO BE DEDICATED AS A PUBLIC STREET

1 CONCEPT TRC COMMENTS 8/6/14

ADDITIONAL OVERFLOW, 2WAY DRIVE

(146 SPACES IMPERVIOUS - 145 SPACES PERVIOUS)

EX DRIVEWAY

EX DRIVEWAY

DEPRESSED

LANDSCAPE

ISLANDS

DEPRESSED

LANDSCAPE

ISLANDS

PROJECT

LIMITS

TO BE REMOVED

NORTH CAROLINA

ILMINGTONWCITY OF

SEPARATE TRC APPROVAL REQUIRED

FOR FUTURE ACCESS ROAD

TWO WAY TRAFFIC

TW

O W

AY T

RAFFIC

TWO WAY TRAFFIC

TW

O W

AY T

RAFFIC

TW

O W

AY T

RAFFIC

TWO W

AY TRA

FFIC

TWO W

AY TR

AFFIC

TWO W

AY TR

AFFIC

NO INTERSECTING STREETS WITHIN 250'

NO TRAFFIC SIGNALS WITHING 500'







NORTH CAROLINA

ILMINGTONWCITY OF

GATE

W/KNOX LOCK

GATE

W/KNOX LOCK

GATE

W/KNOX LOCK

INLAND GREENSDRIVE

CHESTER STREET

INLA

ND G

REEN

S

DRIV

E

GEO

RGE TR

ASK

DRIV

E

2 TRC COMMENTS 6/18/15

TREE REMOVAL, TREE PROTECTION, HC PARKING SUMMARY,TRAFFIC FACILITY INVENTORY, SW APPROVAL STAMP.

1/04/16

S

S

S

WoSe

Mu

Mu

Se

To

SOILS BOUNDARY

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

THE TREES TO BE REMOVED ARE WITHIN PLANNED ROADWAYS, DRAINAGE

WAYS, STORMWATER POND, PARKING AREA, OR CONSTRUCTION ACTIVITY AREAS.

TREE REMOVAL JUSTIFICATION

Mu Murville fine sand

SE Seagate fine sand

To Torhunta loamy fine sand

Wo Woodington fine sandy loam

SOILS DATA

VISION DRIVE (PRIVATE)

VISION DRIVE NOTE

VISION DRIVE TO TO DEDICATED

TO THE CITY AS A PUBLIC STREET

EXISTING UTILITY EASEMENT

MB 53 PG 295-296

EXISTING TREE

REMOVED TREE

EXISTING PARKING

EXISTING STORMWATER

POND

EXISTING

PC3 CHURCH

50' R/WNOT FOR CONSTRUCTION



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

TREE PROTECTION

FENCING

EX DRIVEWAY

EX DRIVEWAY

TREE REMOVAL PHASINGTO ALLOW CONTINUOUS USE OF PROPERTY, TREES SHALL BE

REMOVED AS CONSTRUCTION PROGRESSES. TREE PROTECTION

FENCING SHALL BE INSTALLED PRIOR TO THE START OF WORK

WITHIN THE AFFECTED PHASE.

DETAIL SHEET SD-8

NORTH CAROLINA

ILMINGTONWCITY OF

PROJECT

LIMITS

PROJECT

LIMITS

PROJECT

LIMITS

TREE REMOVAL

CONSTRUCTION AND STORMWATER AREAS

REGULATED TREES 81 TREES

SIGNIFICANT TREES 0 TREES

(NO MITIGATION REQUIRED)

ACTIVITY FIELD/EVENT OVERFLOW PARKING

REGULATED TREES 77 TREES

SIGNIFICANT TREES 0 TREES

(MITIGATION REQUIRED)

& CONSTRUCTED PARKING ABOVE MID RANGE

REGULATED TREES TO BE REMOVEDLOBLOLLY PINE

QTY SIZE PERCENT MITIGATION INCHES

1 21" 50 10.5

2 19" 50 19

4 17" 50 34

1 16" 50 8

5 15" 50 37.5

11 14" 50 77

21 13" 50 136.5

1 8" 100 8

2 10" 100 20

1 13" 100 13

OAK TREE

1 10" 75 7.5

1 11" 75 8.25

1 13" 75 9.75

1 14" 75 10.5

SWEET GUM

24 12" 50 144

TOTAL MITIGATION INCHES 543.5

TOTAL MITIGATION INCHES 543.5/3=182 TREES REQUIRED

LOBLOLLY PINE

QTY SIZE CREDIT

2 22" 8

1 19" 4

4 18" 16

1 16" 3

10 15" 30

25 14" 75

33 13" 99

2 8" 4

1 10" 2

1 14" 3

OAK TREE

1 10" 2

2 12" 6

1 17" 3

SWEET GUM

13 12" 39

1 21" 4

1 19" 4

1 9" 2

1 14" 3

1 16" 3

MAPLE

CYPRESS

QTY SIZE CREDIT

1 9" 2

1 10" 2

2 11" 4

2 13" 6

1 18" 4

TOTAL RETAINED TREE CREDITS 334 TREES

6 4" 6

PROPOSED NEW TREES 46 TREES

TOTAL TREES FOR MITIGATION 380 TREES

RETAINED AND PROPOSED TREES FOR MITIGATION

CONSTRUCTION AND

STORMWATER AREAS

ACTIVITY/EVENTS OVERFLOW PARKING

AND CONSTRUCTED PARKING ABOVE

THE MID-RANGE

NORTH CAROLINA

ILMINGTONWCITY OF



1/04/16

S

S

S

S

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

FUTURE DRIVE

ONE WAY

GATE

CULVERT

WITH TREE OVERLAY



P.O.Box 1172


Phone: 910-254-9333Fax: 910-254-0502


www.cldeng.com

NOT FOR CONSTRUCION

HC PARKING

TO BE ADDED

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF





1/04/16

SEE SHEET SD-8

S

S

S

S

S

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

FUTURE DRIVE



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

INV=36.25

INV=36.15

INV=33.0

REMOVE EX. CURB AND SIDEWALK SECTION

REPLACED WITH DEPRESSED CURB AND SIDEWALK

NORTH CAROLINA

ILMINGTONWCITY OF

CONSTRUCTION AND

STORMWATER AREAS

ACTIVITY/EVENTS OVERFLOW PARKING

AND CONSTRUCTED PARKING ABOVE

THE MID-RANGE

EXISTING TREE

REMOVED TREE

TREE PROTECTION

FENCING

DETAIL SHEET SD-8

SEE SHEET SD-2

FOR TREE REMOVAL CALCULATIONS



NORTH CAROLINA

ILMINGTONWCITY OF



1/04/16

S

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

MATCH LINE

MATCH LINE



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

DRAINAGE EASEMENT

CULVERT

W/END WALLS

GATE

NOT FOR CONSTRUCTION

DRAINAGE EASEMENT

GRASSEDFIELD

A

A

A

A

MATCH LINE

BB

MATCH LINE

BB

PROPOSED 5' SIDEWALK

PROPOSED

PEDESTRIAL EASEMENT

TIE TO EXISTING

SIDEWALK

EX. VISION DRIVE

EX. V

ISIO

N DRIV

E

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF







1/04/16

S

S

S

S

S

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

FUTURE DRIVE



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

REMOVE EX. CURB AND SIDEWALK SECTION

REPLACED WITH DEPRESSED CURB AND SIDEWALK

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF





1/04/16

S

S

S

S

622SF

622SF

330SF

635SF

733SF

540SF

804SF

755SF

726SF

3 BC

1 ZK

2 LE

1 ZK

1 LE

20 AG12 IH

1 CP3 LO

18 AG24 IH

8 LO

4 BC

18 IH2 CM

2 ZK5 LO

4 LO

1 LO1 CP2 LO

1 CP2 BC

1 LO

1 ZK

8 AG

17 IH

778 SF

1285 SF

400 SF

315 SF

1 CP

6 SM

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

STREET YARD CALCULATIONS OVERFLOW PARKING

REQUIRED STREETYARD = 49LF X 25 = 1,225 SF

(FRONTAGE - RB ZONING)

PROVIDED STREETYARD = 1,336 SF

REQUIRED TREES = 1/600 SF = 2 TREES

REQUIRED SHRUBS = 6/600 SF = 12 SHRUBS

PROVIDED TREES = 2 TREES

PROVIDED SHRUBS = 12 SHRUBS

SITE TREES CALCULATIONS

DISTURBED AREA = 10.71 AC.

REQUIRED SITE TREES = 10.71 AC X 15 = 161 TREES

TOTAL REQUIRED SITE TREES = 161 TREES

PRESERVED TREE CREDITS = 184 TREES*

PROPOSED TREE PLANTINGS = 49 TREES

TOTAL PROVIDED SITE TREES = 233 TREES

*SEE SHEET SD-4

STREET YARD CALCULATIONS OVERFLOW PARKING

REQUIRED STREETYARD = 435LF X 12 = 5,220 SF

(FRONTAGE - R-10 ZONING)

PROVIDED STREETYARD = 5,708 SF

REQUIRED TREES = 1/600 SF = 9 TREES

REQUIRED SHRUBS = 6/600 SF = 53 SHRUBS

PROVIDED TREES = 9 TREES (7 EXISTING)

PROVIDED SHRUBS = 68 SHRUBS

PK-SY: PARKING-STREETYARD SY: STREETYARD PARKING: INTERIOR AND SCREENING



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

OFFSET PLANTS

5' FROM BOC

GRASSED FIELDEXISTINGDRIVEWAY

EXISTINGDRIVEWAYTO BE REMOVED

PROPOSEDDRIVEWAY

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF

QTY COMMON NAME BOTANICAL NAME CALIPER SIZE COMMENT CODE LOCATION

LARGE TREES

20 LIVE OAK QUERCUS VIRGINIANA 2.5 B-B LO Parking

9 BALDCYPRESS TAXODIUM DISTICHUM 2.5 B-B BC Parking

5 ZELKOVA ZELKOVA SERRATA 2.5 B-B ZK Parking

4 CHINESE PISTACHE PISTACIA CHINENSIS 2.5 B-B CP Parking

6 SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA 2.5 B-B SM Parking

3 LACEBARK ELM ULMUS PARVIFOLIA 'ALLEE' 2.5 B-B LE PK-SY

SMALL TREES

2 CRAPE MYRTLE LAGERSTROEMIA 'NATCHEZ' 8-10' CM SY

SHRUBS

46 ABELIA ABELIA GRANDIFLORA 36"HT AG Parking

71 INDIAN HAWTHORN RHAPHIOLEPIS INDIA "ELEANOR TABER" 36" HT IH SY

PLANT LIST





1/04/16

S

S

NTSSHRUB

LARGE TREE-2.5" CALIPER OR LARGER

NTS

TREE SHADING CALCULATIONS - PARKING AREA1. PARKING AREA IMPERVIOUS = 80,239.00 SF

SHADING PROVIDED:

PROPOSED ISLAND TREES: 38@707 SF = 26,866 SF

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

TREE

SHADING

GRASSED FIELD

NORTH CAROLINA

ILMINGTONWCITY OF

PROPOSED PERIMETER TREES: 12@208 SF = 2,496 SF

NORTH CAROLINA

ILMINGTONWCITY OF

Overflow HC Spaces are being located at the Building Entrances per ADA Code.



1/04/16

WHEEL CHAIR RAMPSSD 11-11

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900

ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

DATE:

DRAWN:

DECEMBER, 2010

PB/JSR

CHECKED: DEC

SD 3-07SCALE NOT TO SCALE

STANDARD DETAIL

SD3-08

DATE:

DRAWN:

CHECKED:

SCALE NOT TO SCALE

STANDARD DETAIL

SHEET 1 OF 2DEPRESSED CURBS

DATE:

DRAWN BY

2/29/2008

J. RHYNE

CHECKED BY AMS, P.E.

SD 8-10SCALE NOT TO SCALE

STANDARD DETAIL

GUIDELINES FOR

WHEELCHAIR RAMPS &

SHEET 2 OF 2DEPRESSED CURBS

GUIDELINES FOR

WHEELCHAIR RAMPS &

SD 8-10

DATE:

DRAWN BY

2/29/2008

J. RHYNE

CHECKED BY AMS, P.E.

SCALE NOT TO SCALE

STANDARD DETAIL

PERPENDICULAR CURB RAMP

ADJACENT TO PLAZA

DECEMBER, 2010

PB/JSR

DEC

PERPENDICULAR CURB

RAMP

ADJACENT TO WALKING

SURFACE

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF

SIGNS

1. All signs shall meet the requirements of MUTCD and City Traffic Engineering in effect at the time of construction.

2. All Traffic Control Signs including multi-use paths shall be fabricated with 0.080 inch aluminum blanks using high intensity prismatic reflective sheeting Type IV or better. STOP signs shall be a minimum of 30"x30".

3. SPECIAL DESIGNATION signs by location and type shall adhere to City of Wilmington signage plan (ie. downtown, historic, cross-city trail, parks, riverfront, scenic by-way, parking, etc. ) and all associated policies.

4. POST MOUNTED STREET NAME SIGNS shall be fabricated with 9” extruded aluminum street name sign blanks using a standard cut-out. Minimum sign length is 18” long and increasing in 6” increments to 54” maximum as dictated by the number of letters in the name. The color scheme shall be white letters on a green background without a border. Generally, in the downtown and historic areas or as designated in the City of Wilmington signage plan the background shall be blue and contain a topper.

5. Decorative sign posts shall consist of the NEX sign support system, 2" octagonal tube, 14 gauge, powder coated glossy black and include cap, post, base and wedge.

6. All other sign posts shall be u-channel posts made of galvanized steel with 8' posts 2lbs/ft or 12' posts 3lbs/ft. Galvanized NEX post may be substituted with approval from the City Signs and Markings Engineer.

7. OVERHEAD STREET NAME SIGNS shall be fabricated with 0.080 inch aluminum flat sign blanks 18” in height using a standard cut-out. Sign length will be dictated by the number of letters in the name. For mast-arm type traffic signal supports and other overhead support systems refer to the design plans for maximum sign length.

8. All sign lettering, colors and fonts shall adhere to the MUTCD in effect at the time of construction. Florescent Yellow-Green shall be used on signs, in place of Yellow, when listed as an optional color in the MUTCD. Generally, the font will be FHWA series fonts (Highway Gothic.) Other font types require prior City Signs and Markings Engineer approval .

LOCATION

9. Sign locations depend on the edge of road condition. Generally, signs shall be a minimum 2' from face of a vertical curb, 4' from front of slope face curb, and 6' from edge of pavement without curb. Signs shall not be located more than 12' from any of these locations.

10. Sign posts installed in dirt shall be buried a minimum of 36”. Octagonal posts shall utilize an anti-spin device, 6" in length minimum. Sign posts installed in concrete or brick shall utilize a base cast in concrete 24" x 12" diameter.

11. Street name signs shall be installed 8'-6" from the ground to the bottom of the sign. Street name signs co-located with STOP signs shall be installed above the STOP sign. A 6” space shall be maintained between the STOP sign and a Street name sign that is parallel to the STOP sign face. All other signs should be mounted per MUTCD guidelines for Urban Areas.

NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10'

NORTH CAROLINA

ILMINGTONWCITY OF



1/04/16

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

SHEET 1 OF 2 SHEET 2 OF 2

NORTH CAROLINA

ILMINGTONWCITY OF

NOT TO SCALE

DOWEL

#4 BAR

12

"6"

4"

8"

4"

6"6"

3"3"

Varies

DOWEL

6"

8"

6" Solid Block6"

Varies

PLANPLANSHOWING POSITION OF BOLTSWITH GRATE & FRAME REMOVED

3"3"

Varies

6"

6"

Varie

s

2" WEEP HOLES

WEEP HOLE.

GENERAL NOTES:

FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.

TWO 2" PIPE WEEP HOLES TO BE PLACED AS SHOWN

CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH

A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE

#4 BAR DOWELS AT 12" CENTER

OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR

CLASS "B" CONCRETE TO BE USED THROUGHOUT

10-3/8" DIA. X 8" LG. WELDED

PIGGYBACK STUD ANCHORS

Varies

Varie

s

6"6"(min.) (min.)

Concrete Base(3000 psi) or Precast

Va

ries

Varies

Varies

or Precast Box

NORTH CAROLINA

ILMINGTONWCITY OF



1/04/16

OWNER:

PORT CITY

COMMUNITY CHURCH

250 VISION DRIVE


PHONE: (910) 202-8800

FAX: (910) 202-8900



P.O.Box 1172


Phone: 910-254-9333

Fax: 910-254-0502


www.cldeng.com

NORTH CAROLINA

ILMINGTONWCITY OF

NORTH CAROLINA

ILMINGTONWCITY OF



1/04/16

OR CITY OF WILMINGTON REGULATIONS.

Customer approval__________________________________ Date_____________

PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE

OVERFLOW PARKING PROJECT for PORT CITYprotrak.wilmingtonnc.gov/PTDocuments/Uploads/... · OVERFLOW...

Documents

Transcript of OVERFLOW PARKING PROJECT for PORT CITYprotrak.wilmingtonnc.gov/PTDocuments/Uploads/... · OVERFLOW...