W EDENTON STN

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Zoning:CAC:

Drainage Basin:Acreage:

Sq. Ft./units:

DX-20-SHNorth CentralPigeon House1.01578,676/ 220

0 280140 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636BR HillsboroughPartners, LLC910-420-1700

¯400 HSR-9-2017

!

6/16/17 SR-9-17, 400H 1

AA# 3619 Case File: SR-9-17, 400H

Administrative Action Administrative Site Review

Case File / Name: SR-9-17, 400H General Location: This site is located on the southwest corner of the intersection of West Edenton

Street and North Harington Street and is within the city limits. CAC: North Central Request: Development of a 1.01 acre tract zoned DX-20-SH into a 20 story, 244 ft. tall

mixed use (residential, retail, and office) building.

Cross- Reference: TR# 501332

SR-0-17, Location Map

City of Raleigh Development Plans Review Center

One Exchange Plaza Raleigh, NC 27602

(919) 996-2626 www.raleighnc.gov

6/16/17 SR-9-17, 400H 2

AA# 3619 Case File: SR-9-17, 400H

SR-9-17, Preliminary Site Plan

6/16/17 SR-9-17, 400H 3

AA# 3619 Case File: SR-9-17, 400H

Public Works Design Adjustment

6/16/17 SR-9-17, 400H 4

AA# 3619 Case File: SR-9-17, 400H

6/16/17 SR-9-17, 400H 5

AA# 3619 Case File: SR-9-17, 400H

6/16/17 SR-9-17, 400H 6

AA# 3619 Case File: SR-9-17, 400H

Code Conformance:

Code Section(s)

Zoning District: DX-20-SH 3.1

Overlay District: NA 5.1

Parking: Required Parking (207 residential units x 1 space/unit) – (16 residential units x 1 space/unit) = 191 spaces (143,351 s.f. office x 1 space/500 s.f.) = 287 spaces (16,926 s.f. retail x 0 (DX exemption)) = 0 spaces Total required spaces = 478 spaces Proposed = 298 (on site) + 670 (Remote parking - Power House Parking Deck which consists of 294 existing spaces and 376 proposed spaces) = 968 Total proposed = 968 spaces (on site in deck, and remote in deck) Off- site parking is proposed in the nearby Power House Parking Deck with renovations to be done under separate permit Required Bicycle Parking Short Term = 15 (office) + 4 (retail) + 11 (residential) = 30 short term spaces. Long Term = 30 (office) = 30 long term spaces

7.1.2

Street Type(s): Hillsborough St is classified as an Avenue 3-Lane Parallel street, which requires 62' b-b with center turn lane on 90' r/w. West St is classified as a Main Street, Parallel Parking which requires 41' b-b on73' of r/w. 1/2 of 73' r/w required to be dedicated. N Harrington St is classified as a Main Street, Parallel Parking which requires 41' b-b on73' of r/w. 1/2 of 73' r/w required to be dedicated. W Edenton St is classified as an Avenue 4-Lane Divided street (UDO 8.4.6.A), which requires 1/2 the 122' r/w, b-b pavement, and street section.

8.4

6/16/17 SR-9-17, 400H 7

AA# 3619 Case File: SR-9-17, 400H

The existing 62' r/w is sufficient. Public Works Design Adjustment – As the development is within the City of Raleigh Christmas Plan, the right of way and property boundaries are to be allowed to remain as existing.

Streetscape: Main Street 8.5

Setbacks/Frontage: Primary Street = 3’ Side streets = 3’

3.4, 3.2, 2.2

Neighborhood Transitions:

NA 3.5

Transitional Protective Yards:

NA 7.2.4

Stormwater: Site is subject to Stormwater Control Regulations under Article 9.2 of the UDO. The site is claiming an exemption to runoff control requirements under 9.2.2.E.2.b as proposed development of the site will result in a less than 10% increase in runoff for the 2 yr, 10 yr, and 25 yr storm events. Site will address water quality with an underground sand filter. No buffers or floodplain exist on the site.

9.2

Tree Conservation: This site is less than two acres in size and therefore exempt from Article 9.1, Tree Conservation.

9.1

Variances, Design Adjustments,

Administrative Alternates:

Public Works Design Adjustment – As the development is within the City of Raleigh Christmas Plan, the right of way and property boundaries are to be allowed to remain as existing. Admin. Alternate (AAD- 9-17) – approval of an alternative design regarding the building massing requirements along three of the four streets. Admin. Alternate (AAD-9-17) – Approval of an alternate design regarding the 0/15’ “Build To” requirement along West Street.

Other: It is anticipated that the off- site parking agreement or easement will be with the nearby Powerhouse Square Parking Deck. Proposed renovations to this parking deck will be permitted under separate permit. A Certificate of Occupancy for the Powerhouse Parking Deck project is required prior to the issuance of a certificate of occupancy for this project (SR-9-17).

6/16/17 SR-9-17, 400H 8

AA# 3619 Case File: SR-9-17, 400H

OFFICIAL ACTION: Approval with conditions CONDITIONS OF APPROVAL: Prior to issuance of a mass land disturbing permit for the site:

1. That in accordance with Part 10A Section 9.4.4, a surety equal to of the cost of clearing, grubbing and reseeding a site, shall be paid to the City;

Prior to the issuance of any site permits, infrastructure construction plans or concurrent review process, whichever is applicable;

1. That a stormwater control plan including a soil boring and seasonal high water table report at the location of the proposed stormwater device, and a stormwater operations and maintenance manual and budget shall be approved by the Stormwater Engineer in compliance with Article 9.2 of the Unified Development Ordinance, prior to grading or the approval of construction drawings whichever event comes first;

2. That a nitrogen offset payment must be made to a qualifying mitigation bank;

Prior to issuance of building permits:

3. That the Private Drainage Easement as shown on the preliminary plan is recorded on plat.

4. That in accordance with Part 10A Section 9.2.2, a surety equal to 125% of the cost of construction of a stormwater device shall be paid to the City;

5. That approval by the North Carolina Department of Transportation is required prior to the installation of street trees along West Edenton Street;

6. That the developer shall pay to the City a stormwater facility replacement fund payment equal to twenty-four percent (24%) of the estimated cost of constructing all stormwater control facilities shown on the development plans;

7. That a tree impact permit is obtained from the City of Raleigh;

8. That in accordance with Part 10A Section 8.1.3, a surety equal to 125% of the cost of development related improvements, including streetscape trees on Hillsborough, West, North Harrington, and West Edenton Streets is paid to the Development Services Department;

9. That an encroachment agreement for any plantings, planters, awnings or stormwater drainage

systems that carry private drainage to be located within the public right-of-way is approved by the City Council by separate action. An application for encroachment into the public right of way for the landscaping located within the right of way as indicated on the preliminary plan, shall be submitted to the City’s Encroachment Coordinator in the Development Services Department for review, and that the City Council approve the encroachment request. Following City Council approval of the encroachment, an encroachment agreement, prepared in accordance with Raleigh City Code Sections 12-1001 and 12-1021(a), shall be filed with the Development Services Department, and the encroachment agreement is to be recorded with the Wake County Register of Deeds. Maintenance of the encroachment shall be the responsibility of the owner;

6/16/17 SR-9-17, 400H 10

AA# 3619 Case File: SR-9-17, 400H

4-Year Completion Date: Within four years after issuance of the first building permit for the site plan, the construction of the entire site plan must be completed unless an applicant has been granted vested rights. Failure to complete construction within this specified time frame shall automatically void the approved site plan for which no building permits have been issued.

WHAT NEXT?: • MEET ALL CONDITIONS OF APPROVAL.

• COMPLETE INFRASTRUCTURE CONSTRUCTION DRAWINGS FOR ANY PUBLIC IMPROVEMENTS Streets, Utility lines to be owned and maintained by the City.

• HAVE A REGISTERED SURVEYOR PREPARE FINAL PLATS FOR RECORDING. These also must be submitted to the City for authorization signature prior to recording with the Wake County Register of Deeds.

• MEET THE REQUIREMENTS OF THE EXPIRATION THRESHOLDS AS NOTED ABOVE.

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400 H

VICINITY MAP

SCALE: 1" = 400'

CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE

APPLICANT/OWNER

ARCHITECTS

STEWART INC. - LANDSCAPE ARCHITECTURE

CONTACT: MARK SHAWL, PLA, LEED AP + BDC

LANDSCAPE ARCHITECT

919.866.4775 (T)

919.380.8752 (F)

MSHAWL@STEWARTINC.COM

BR HILLSBOROUGH PARTNERS LLC

104 LAKE CLIFF COURT

CARY, NC 27513

919-460-9786

CONTACT: GREGG SANDREUTER

919-460-9786(T)

GSANDREUTER@NC.RR.COM

STEWART INC. - CIVIL

CONTACT: JOE PUCKETT, PE, LEED AP

PROJECT MANAGER

919.866.4829 (T)

919.380.8752 (F)

JPUCKETT@STEWARTINC.COM

NORTH

SITE

GENSLER

530 HILLSBOROUGH ST

919.239.7828

CONTACT: SCOTT LAGSTROM

919.239.7846(T)

919.239.7828(M)

LAGSTROM@GENSLER.COM

400 HILLSBOROUGH STREET

RALEIGH, NC 27603

SUBMITTED ON JANUARY 20, 2017

REVISED ON FEBRUARY 24, 2017

REVISED ON APRIL 19, 2017

CITY OF RALEIGH

ADMINISTRATIVE SITE SUBMITTAL

TRANSACTION #501332 - SR-9-17

SITE DATA

PROJECT NAME: 400 H

SITE ADDRESS: 400 HILLSBOROUGH ST

COUNTY: WAKE

PARCEL PIN #:

1703591309, 1703591364, 1703591476,

1703592333, 1703592431 & 1703592436

PARCEL OWNER:

BR HILLSBOROUGH PARTNERS LLC & TIE

ONE LLC

PARCEL AREA: 1.01 ACRES

TOTAL DISTURBED/ PROJECT AREA:65,655 S.F. / 1.507 AC

CURRENT ZONING: DX-20-SH

EXISTING LAND USE: RETAIL

PROPOSED USE: MIXED USE RESIDENTAIL/RETIAL/OFFICE

RIVER BASIN: NEUSE RIVER

CONSTRUCTION TYPE: CONCRETE - STEEL

MAX BUILDING HEIGHT: 20 STORIES / 250'

PROPOSED BUILDING HEIGHT: 20 STORIES / 244'

EXISTING IMPERVIOUS AREA:52,394 S.F. / 1.20 AC

PROPOSED IMPERVIOUS AREA:55,166 S.F. / 1.27 AC

UTILITIES IMPROVEMENTS QTY

PUBLIC SEWER

8" SEWER 156 LF

PUBLIC WATER

6" HYDRANT LEG 10 LF

OVERALL PARKING SUMMARY

PARKING PROVIDED ON-SITE

POWERHOUSE

PARKING DECK

TOTAL

EXISTING SPACES TO REMAIN 0 294 294

NEW REGULAR SPACES 236 291 527

NEW COMPACT SPACES 52 69 121

NEW REGULAR ACCESSIBLE SPACES 7 12 19

NEW VAN ACCESSIBLE SPACES 3 4 7

TOTAL SPACES 298 670 968

(NEW & EXISTING)

TOTAL NEW PARKING 674

Br Hillsborough

Partners LLC

NOTES:

1. PROJECT IS UNDER TWO (2) ACRES, MAKING

IT EXEMPT FROM TCA REQUIREMENTS.

REFER TO CITY OF RALEIGH UDO SECTION

9.1.2, TREE CONSERVATION APPLICATION.

2. PROPERTY OWNER WILL USE PRIVATE TRASH

COLLECTION SERVICES FOR THE SUBJECT

PROPERTY.

3. THE PROPOSED PLANS CONFORM TO THE

CITY OF RALEIGH SOLID WASTE SERVICES

MANUAL.

101 N. TRYON ST., SUITE 1400

CHARLOTTE, NC 28202

T 704.334.7925

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16111

C0.00

Sheet:

Z1.101 MIXED USE BUILDING PARKING PLANS

Z1.102 MIXED USE BUILDING PARKING PLANS

Z1.103 MIXED USE BUILDING PLANS

Z1.201 BUILDING ELEVATIONS

Z1.202 BUILDING ELEVATIONS

Z3.101 ZONING ADMIN ALTERNATE FINDINGS - STEPBACKS

BIKE PARKING SUMMARY

REQUIRED PROVIDED

SHORT

TERM

LONG

TERM

SHORT

TERM

LONG

TERM

OFFICE 15 30

RETAIL 4 0

RESIDENTIAL 11 0

TOTAL 30 30 30 30

VEHICULAR PARKING REQUIRED

S.F./UNITS DX REDUCTIONS ALLOCATED REQUIRED

RESIDENTIAL 207 UNITS

(16)

191 UNITS 211

OFFICE143,351 S.F.

0143,351 S.F.

287

RETAIL16,926 S.F. (30,000)

0 0

TOTAL PARKING REQUIRED 498

PARKING RATIO (MIN. REQUIREMENTS):

VEHICULAR SPACE - 1 PER 500 S.F. OF NON-RESIDENTIAL SPACE, 1 PER RESIDENTIAL UNIT NO MORE THAN 2 PER UNIT

BIKE SPACE (SHORT TERM) - 1 PER 20 RESIDENTIAL UNITS, BIKE SPACE (LONG TERM) - NONE

BIKE SPACE (SHORT TERM) - 1 PER 10,000 SF OFFICE, BIKE SPACE (LONG TERM) - 1 PER 5,000 SF OFFICE, MIN 4

BIKE SPACE (SHORT TERM) - 1 PER 5,000 SF RETAIL, BIKE SPACE (LONG TERM) - NONE

SHEET INDEEX

SHEET # SHEET NAME

C0.00 COVER SHEET

C1.00 OVERALL EXISTING CONDITIONS PLAN

C1.01 EXISTING CONDITIONS PLAN ENLARGEMENT

C2.00 DEMOLITION PLAN

C3.00 OVERALL SITE PLAN

C3.01 SITE PLAN ENLARGEMENT

C3.20 AMENITY AREA PLAN

C5.00 GRADING AND DRAINAGE PLAN

C5.01 BMP DETAILS

C6.00 UTILITIES PLAN

C9.00 SITE DETAILS

C9.01 SITE DETAILS

C9.02 SITE DETAILS

C9.03 SITE DETAILS

C9.04 SITE DETAILS

L1.00 LANDSCAPE PLAN

L2.00 PLANTING DETAILS

L2.01 PLANTING DETAILS

APPLICATION

(MANAGER)

(MANAGER)

498 674

ADMINISTRATIVE SITE REVIEW NOTES:

1. The required parking for the development will be accommodated through a combination of the required 211 proposed parking spaces on site andthe required 287 off-site parking spaces in the nearby Powerhouse Square parking deck (property PIN #1703498754).

2. The development anticipates providing more parking than the minimum required, for a total of 298 on-site parking spaces and 376 off-sitePowerhouse Square parking deck parking spaces. The new 376 off-site Powerhouse Square parking spaces do not require an administrative siteplan approval or a rezoning.

3. Staff reviewed the applicant's first submittal dated January 20, 2017 which included the three (3) level 376 parking space Powerhouse Squareparking deck expansion and determined in Staff's Review Cycle #1 Response dated February 8, 2017 that the Powerhouse Square parking deckexpansion qualifies as a renovation of an existing structure and therefore requires only that the applicant submit construction documents to theCity of Raleigh Inspections Department to receive a building permit.

4. No separate staff approval or other City of Raleigh authorization for the Powerhouse Square parking deck expansion is required.

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FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16111

101 N. TRYON ST., SUITE 1400

CHARLOTTE, NC 28202

T 704.334.7925

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

400 H

SR-9-17

TRANS# 501332

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:

BEACON PARTNERS

104 LAKE CLIFF COURT

CARY, NC 27513

T: 919-460-9786

F: 919-460-9878

PRELIMINARY - DO NOT

USE FOR CONSTRUCTION

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02.24.17 ADMIN. SITE RESUBMITTAL1

04.18.17 ADMIN. SITE RESUBMITTAL2

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CONDITIONS PLAN

C1.00

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2017.04.19

LAP

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SURVEY STATEMENTOF ENCROACHMENTS

NOTES CORRESPONDING TO SCHEDULEB-SEC. II OF COMMITMENT No. 2016-00280(Revision #1 on February 3, 2016)

1

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SURVEY FLOOD NOTE

SURVEY GENERAL NOTES

SURVEY MISCELLANEOUS NOTES

SURVEY LEGEND

SEE SHEET C2.01

FOR ENLARGEMENT

SEE SHEET C2.01

FOR ENLARGEMENT

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FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16111

101 N. TRYON ST., SUITE 1400

CHARLOTTE, NC 28202

T 704.334.7925

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

400 H

SR-9-17

TRANS# 501332

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:

BEACON PARTNERS

104 LAKE CLIFF COURT

CARY, NC 27513

T: 919-460-9786

F: 919-460-9878

PRELIMINARY - DO NOT

USE FOR CONSTRUCTION

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EXISTING

CONDITIONS PLAN

ENLARGEMENT

C1.01

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2017.04.19

LAP/RS

JWP

SURVEY STATEMENTOF ENCROACHMENTS

OHE

SURVEY LEGEND

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RAMP DOWN TO

PARKING BELOW

RAMP UP

UP

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45

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PEDESTRIAN ROUTE FROM OFF-SITE PARKING

STRUCTURE TO PROPOSED BUILIDING 177'

33.00'

ROW

43.10'

B-B

36

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0'

RO

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8'

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33.00'

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B-B

49

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60

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2'

B-B

GENERAL NOTES:

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR,

AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL

STANDARDS AND SPECIFICATIONS.

2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART , UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT

LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS

THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE

STARTED WITHOUT ALL UTILITIES BEING LOCATED.

4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION

GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION

AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST

BE MET UNDER THIS CONTRACT.

7. THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, VALVE AND MANHOLE

CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS

REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING.

8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND

REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE

WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY THE

CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.

11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE

PLANS.

12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS (85,000 LBS) DURING ALL PHASES OF CONSTRUCTION

ONCE VERTICAL CONSTRUCTION HAS BEGUN.

SITE NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION LAYDOWN AREA, PERIMETER FENCE, AND

ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND

ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY SPECIFICATIONS NEAR BUILDINGS AND IN

COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND HARDSCAPE PER DETAILS OR AS INDICATED ON LANDSCAPE/HARDSCAPE PLAN

SHEETS.

OR

THE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS, JOINTS AND INLAY SPECIFICATIONS NEAR THE BUILDING AND

COURTYARD. THE CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS EVERY TEN (10) FEET MAXIMUM, OR AS INDICATED ON ARCHITECTURAL PLANS

SHEETS.

3. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM ______ UNLESS OTHERWISE APPROVED IN WRITING FROM THE OWNER'S REPRESENTATIVE FOR AN

ALTERNATE POINT OF ACCESS.

4.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.

5. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO

ANY CONSTRUCTION.

7. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.

8. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR

TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS.

9. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

10. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN

11. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL TIMES PRIOR TO AND DURING

CONSTRUCTION.

12. ALL CURB TAPERS ARE SIX (6') FEET LONG UNLESS OTHERWISE SHOWN ON PLAN.

13. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE OF THE EXISTING WALK FOR PLACEMENT OF

DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.

14. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAY SHALL BE A MINIMUM 6.5' WIDE AS MEASURED FROM THE FACE OF

CURB.

15. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND CROSS SLOPES CANNOT BE GREATER THAN 1:48. HANDICAP

SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS.

16. SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLES.

17. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY OR PROJECT APPROVAL

18. HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION OF THE NC BUILDING CODE AND ANSI 117.11 WITH DETECTABLE WARNING DOMES WITH A

COLOR CONTRAST OF 70% MINIMUM. SEE DETAILS AND GRADING SPOT ELEVATIONS, IF THE EXISTING CONDITIONS PRECLUDE THE ABILITY TO PROVIDE A

MAXIMUM SLOPE 1/12 FOR 6-FEET OR A MAXIMUM CROSS SLOPE OF 1:48 AND A 36” MINIMUM LANDING, THE CONTRACTOR SHALL NOTIFY ENGINEER OR

OWNER REPRESENTATIVE PRIOR TO INSTALLATION.

19. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT AND CONTRACTOR CERTIFICATION MEMO TO NCDOT FOR ALL ROADWAY

IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.

SIGNAGE, STRIPING, AND MARKING NOTES:

1. ALL INTERNAL SIGNAGE SHALL BE COORDINATED WITH OWNER FOR ACTUAL LOCATION AT TIME OF INSTALLATION. SIGNAGE LEADING ONTO PUBLIC

THOROUGHFARE SHALL BE INSTALLED AT RIGHT OF WAY PER DOT STANDARDS

2. ALL PAVEMENT STRIPING (EXCEPT INDIVIDUAL PARKING BAY STRIPING) SHALL BE THERMOPLASTIC REFLECTIVE PAINT. MATERIALS AND DIMENSIONS SHALL

CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. PARKING BAY STRIPING SHALL BE WHITE REFLECTIVE PAINT.

3. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO

INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE

ROADWAY / DRIVE LANE.

4. ADA SYMBOLS SHOWN THESE DRAWINGS ARE FOR LOCATION PURPOSES ONLY AND NOT INTENDED TO BE PAINTED. CONTRACTOR RESPONSIBLE FOR INSTALLING

ALL REQUIRED ADA SIGNAGE

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16111

101 N. TRYON ST., SUITE 1400

CHARLOTTE, NC 28202

T 704.334.7925

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

400 H

SR-9-17

TRANS# 501332

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:

BEACON PARTNERS

104 LAKE CLIFF COURT

CARY, NC 27513

T: 919-460-9786

F: 919-460-9878

PRELIMINARY - DO NOT

USE FOR CONSTRUCTION

N W

ES

T S

T

W EDENTON ST

HILLSBOROUGH ST

N H

AR

RIN

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CS

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NORTH

02.24.17 ADMIN. SITE RESUBMITTAL1

04.18.17 ADMIN. SITE RESUBMITTAL2

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OVERALL SITE PLAN

C3.00

C16111

2017.04.19

LAP/MDS

JWP

0 15 30 60

1"= 30'SCALE:

NORTH

PROPOSED BUILDING

PROPOSED CONCRETE SIDEWALK

PROPOSED BRICK SIDEWALK

PROPOSED MODULAR PAVING

PROPOSED TREE/TRENCH GRATE

PROPOSED CURB & GUTTER

PROPOSED CROSSWALK

PROPOSED 6' WIDE STANDARD CROSSWALK

PROPOSED 10' WIDE HIGH VISIBILITY CROSSWALK

PROPOSED SIGN

PROPOSED LIGHT

PROPOSED BIKE RACK

PROPOSED BOLLARD

LIMITS OF DISTURBANCE

SITE LEGEND

SEE SHEET C3.01

FOR ENLARGEMENT

SEE SHEET C2.01

FOR ENLARGEMENT

Sheet:

PROPOSED STAIR

ADMINISTRATIVE SITE REVIEW NOTES:

1. The required parking for the development will be accommodated through a combination of the required 211 proposedparking spaces on site and the required 287 off-site parking spaces in the nearby Powerhouse Square parking deck (propertyPIN #1703498754).

2. The development anticipates providing more parking than the minimum required, for a total of 298 on-site parking spaces and376 off-site Powerhouse Square parking deck parking spaces. The new 376 off-site Powerhouse Square parking spaces do notrequire an administrative site plan approval or a rezoning.

3. Staff reviewed the applicant's first submittal dated January 20, 2017 which included the three (3) level 376 parking spacePowerhouse Square parking deck expansion and determined in Staff's Review Cycle #1 Response dated February 8, 2017 thatthe Powerhouse Square parking deck expansion qualifies as a renovation of an existing structure and therefore requires onlythat the applicant submit construction documents to the City of Raleigh Inspections Department to receive a building permit.

4. No separate staff approval or other City of Raleigh authorization for the Powerhouse Square parking deck expansion isrequired.

W EDENTON ST

WE

ST

S

T

HILLSBOROUGH ST

PUBLIC R/W

(PRIMARY STREET)

N H

AR

RIN

GT

ON

S

T

H

Y

D

H

Y

D

RAMP DOWN TO

PARKING BELOW

RAMP UP

ADA RAMP PER

CITY OF RALEIGH

STD. 20.11 (TYP.)

PARKING

GARAGE

ENTRANCE

27.28'

DR

IV

EW

AY

10.00' CLEAR

PRIMARY STREET

ENTRANCE (TYP.)

RETAIL USE

SH (BUILD-TO)

BOUNDARY

SH (BUILD-TO) BOUNDARY

HILLSBOROUGH STREET

83% LOT WIDTH W/ FACADE

UP

GR

AD

E A

T +

4%

: 1

45

'

DO

WN

GR

AD

E A

T -4%

: 165'

DO

WN

GR

AD

E A

T -3%

: 160'

UP

GR

AD

E A

T +

1.5%

: 155

ADA RAMP PER

CITY OF RALEIGH

STD. 20.11 (TYP.)

ADA RAMP PER

CITY OF RALEIGH

STD. 20.11 (TYP.)

PRIMARY STREET

ENTRANCE (TYP.)

PRIMARY STREET

ENTRANCE (TYP.)

PRIMARY STREET

ENTRANCE (TYP.)

PRIMARY STREET

ENTRANCE (TYP.)

PRIMARY STREET

ENTRANCE (TYP.)

ADA RAMP PER

CITY OF RALEIGH

STD. 20.11 (TYP.)

RETAIL USE

RETAIL USE

24.88'

DR

IV

EW

AY

TREE GRATE PER

CITY OF RALEIGH

STANDARD (TYP.)

MODULAR PAVING

(TYP.)

CONCRETE PAVING

(TYP.)

TREE GRATE PER

CITY OF RALEIGH

STANDARD (TYP.) W/

TRENCH DRAIN

MODULAR PAVING

(TYP.)

CONCRETE PAVING

(TYP.)

TREE GRATE PER

CITY OF RALEIGH

STANDARD (TYP.)

CONCRETE PAVING

(TYP.)

TREE GRATE PER

CITY OF RALEIGH

STANDARD (TYP.)

CONCRETE PAVING

(TYP.)

BRICK PAVING

(TYP.)

CONCRETECURB

AND GUTTER (TYP.)

CONCRETE CURB AND GUTTER

(TYP.)

TREE GRATE PER

CITY OF RALEIGH

STANDARD (TYP.)

CONCRETE STEPS (TYP.)

HANDRAIL (TYP.)

6.00'

CONCRETE SEAT WALL

(TYP.)

MONUMENTAL CONCRETE

SEATING (TYP.)

15.00' B

UILD

-T

O

10.50' C

LE

AR

7.00'

(T

YP

.)

10.00' CLEAR

6.00'

12.00' C

LE

AR

6.00'

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

25 CU YD CMPCTR

25 CU YD CMPCTR 12' X 30' LOADING BERTH

12' X 30' LOADING BERTH

12' X 30' LOADING BERTH

33.00'

ROW

43.10'

B-B

36.00'

RO

W

38.88'

B-B

33.00'

ROW

42.22'

B-B

49.50'

RO

W

60.62'

B-B

42.38'

DR

IV

EW

AY

2.50'

(T

YP

.)

10.00'

2.50'

(T

YP

.)

10.00'

20.00'

(TYP.)

30.00'

PLANTING AREA

(TYP.)

10.50'10.00'

6.00'

BIKE RACKS (TYP.)

CAPACITY (6)

BIKE RACKS

CAPACITY (6)

(TYP.)

SH (BUILD-TO) BOUNDARY

N. HARRINGTON STREET

100% LOT WIDTH W/ FACADE

SH (BUILD-TO)

BOUNDARY

SH (BUILD-TO) BOUNDARY

WEST STREET 0% LOT WIDTH

W/ FACADE (DESIGN ADJUSTMENT

UNDER REVIEW)

22'

(TYP.)

8'

(T

YP

.)

22'

(T

YP

.)

8'

(TYP.)

3.50' PUBLIC ACCESS

SIDEWALK EASEMENT

3.50' PUBLIC

ACCESS SIDEWALK

EASEMENT

NOTES:

1. SEE SHEET C3.00 FOR GENERAL AND SITE NOTES.

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16111

101 N. TRYON ST., SUITE 1400

CHARLOTTE, NC 28202

T 704.334.7925

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

400 H

SR-9-17

TRANS# 501332

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:

BEACON PARTNERS

104 LAKE CLIFF COURT

CARY, NC 27513

T: 919-460-9786

F: 919-460-9878

PRELIMINARY - DO NOT

USE FOR CONSTRUCTION

N W

ES

T S

T

W EDENTON ST

HILLSBOROUGH ST

N H

AR

RIN

GTO

N S

W MORGAN ST

CS

X R

AILR

OA

D

W JONES ST

S D

AW

SO

N S

T

W HARGETT ST

GLE

NW

OO

D A

VE

S M

cD

OW

ELL S

T

NORTH

02.24.17 ADMIN. SITE RESUBMITTAL1

04.18.17 ADMIN. SITE RESUBMITTAL2

Q

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SITE PLAN

ENLARGEMENT

C3.01

C16111

2017.04.19

MDS/RS

JWP

0 10 20 40

1"= 20'SCALE:

NORTH

PROPOSED BUILDING

PROPOSED CONCRETE SIDEWALK

PROPOSED BRICK SIDEWALK

PROPOSED MODULAR PAVING

PROPOSED TREE/TRENCH GRATE

PROPOSED CURB & GUTTER

PROPOSED CROSSWALK

PROPOSED 6' WIDE STANDARD CROSSWALK

PROPOSED 10' WIDE HIGH VISIBILITY CROSSWALK

PROPOSED SIGN

PROPOSED LIGHT

PROPOSED BIKE RACK

PROPOSED BOLLARD

LIMITS OF DISTURBANCE

SITE LEGEND

15.00'

H

Y

D

H

Y

D

W EDENTON ST

WE

ST

S

T

HILLSBOROUGH ST

PUBLIC R/W

(PRIMARY STREET)

N H

AR

RIN

GT

ON

S

T

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SSSSSSSS

S

S

S

S

S

S

S

S

SSSSSSSS

D

MH-02

RIM ELEV = 336.19

INV IN = 332.66

INV IN = 331.66

INV OUT = 331.66

TRAP-01

RIM ELEV = 337.26

INV IN = 333.38

INV OUT = 332.42

7

1

L

F

8

"

P

V

C

@

5

.

7

4

%

6 LF 8" PVC @ 1.00%

34 LF 8" PVC @ 2.25%

6 LF 8" PVC @ 1.74%

29 LF 8" PVC @ 11.49%

39 LF 8" PVC @ 6.50%

WM

WM

W

W

W

BUILDING CONNECTION

CITY OF RALEIGH APPROVED

RPZ BACKFLOW IN BUILDING

BUILDING CONNECTION

CITY OF RALEIGH APPROVED

RPDA BACKFLOW IN BUILDING

16"X8" TEE AND VALVE

16"X6" TEE AND VALVE

8" D

IP

6" D

IP

CITY OF RALEIGH 4" WATER

METER AND METER VAULT

(TYP)

8" FIRE SUPPRESSION

WATERLINE

6" DIP

6"X6" TS&V

8" CORE AND BOOT

CONNECTION TO

EXISTING MANHOLE

8" CORE AND BOOT

CONNECTION TO

EXISTING MANHOLE

8" CORE AND BOOT

CONNECTION TO

EXISTING MANHOLE

D

D

D

D

EX MH-01

RIM ELEV = 336.31

INV IN = 327.59

PROPOSED

FIRE HYDRANT

EXISTING FIRE HYDRANT TO REMAIN

FIRE FLOW TEST ON 09/20/16 WITH

FIRE MARSHALL STEVE BERRY

FLOW = 1035 GPM

EXISTING FIRE HYDRANT TO REMAIN

FIRE FLOW TEST ON 09/20/16 WITH

FIRE MARSHALL STEVE BERRY

STATIC = 60 PSI

RESIDUAL = 57 PSI

EXISTING FIRE

HYDRANT TO REMAIN

FDC

FDC

FIRE DEPARTMENT

CONNECTION (TYP)

ABANDON UTILITY STUBS

PER CITY OR RALEIGH PUBLIC

UTILITY DEPARTMENT PROCEDURES

(TYP)

ABANDON UTILITY STUBS

PER CITY OR RALEIGH PUBLIC

UTILITY DEPARTMENT PROCEDURES

(TYP)

WW

W WW

W WW W

WW W

WW W

WW W

W WW

16" DIP

16"X8" TEE AND VALVE

16" BUTTERFLY VALVE

INSTALLED IN 5' MANHOLE (TYP)

8"X8" TS&V

16"X8" TEE

8"X8" TS&V

16"X8" TEE

BLIND FLANGE

BLIND FLANGE

BUILDING CONNECTION

CITY OF RALEIGH APPROVED

RPDA BACKFLOW IN BUILDING

8" D

IP

8" FIRE SUPPRESSION

WATERLINE

D

S

S

S

S

S

S

S

S

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C16111

101 N. TRYON ST., SUITE 1400

CHARLOTTE, NC 28202

T 704.334.7925

Client:

Vicinity map:

Issued for:

Title:

Sheet:Project number:

Date:

Drawn by:

Approved by:

Project:

400 H

SR-9-17

TRANS# 501332

Date Description

ADMINISTRATIVE SITE

REVIEW

No.

Seal:

BEACON PARTNERS

104 LAKE CLIFF COURT

CARY, NC 27513

T: 919-460-9786

F: 919-460-9878

PRELIMINARY - DO NOT

USE FOR CONSTRUCTION

N W

ES

T S

T

W EDENTON ST

HILLSBOROUGH ST

N H

AR

RIN

GTO

N S

W MORGAN ST

CS

X R

AILR

OA

D

W JONES ST

S D

AW

SO

N S

T

W HARGETT ST

GLE

NW

OO

D A

VE

S M

cD

OW

ELL S

T

NORTH

02.24.17 ADMIN. SITE RESUBMITTAL1

04.18.17 ADMIN. SITE RESUBMITTAL2

NORTH

UTILITY LEGEND

EXISTING WATER LINE

PROPOSED WATER LINE

EXISTING SANITARY SEWER LINE

PROPOSED SANITARY SEWER LINE

PROPOSED FIRE HYDRANT

PROPOSED WATER VALVE

EXISTING SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED CLEANOUT

PROPOSED FDC

PROPOSED BACKFLOW METER

PROPOSED POST INDICATOR VALVE (PIV)

GREASE INTERCEPTOR

300' HYDRANT COVERAGE CIRCLE

LIMITS OF DISTURBANCE

FDC

CO

H

Y

D

PIV

S

W

SS

WATER NOTES:

1. AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350 OR SOFT COPPER TYPE K PIPE PER ASTM B88. IF PVC WATERLINE IS INDICATED ON

THE PLANS IT SHALL MEET THE REQUIREMENTS OF AWWA C-900; CLASS 200.

2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.

3. TESTING NOTES:

PRESSURE:

LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN AWWA C 600. MINIMUM TEST PRESSURE SHALL BE 150 PSI FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.

BACTERIOLOGICAL:

TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION IS INDICATED, THEN THE DISINFECTION PROCEDURE AND TESTING SHALL BE REPEATED UNTIL

SATISFACTORY RESULTS ARE OBTAINED.

4. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTORS SHALL NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM MAINS PRIOR

TO DISCHARGE OR TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE FOR PROPER DISPOSAL.

5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO MEET THE LOCAL JURISDICTIONAL REQUIREMENTS.

SEWER NOTES:

1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS.

2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.

3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR

WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION

SHALL HAVE WATERTIGHT, BOLTED LIDS.

4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:

4" SEWER SERVICE - 2.00% SLOPE

6" SEWER SERVICE - 1.00% SLOPE

8" SEWER SERVICE - 0.50% SLOPE

5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING

BETWEEN CLEANOUTS SHALL BE 75 FEET.

6. SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH GREATER THAN 3 FEET OF COVER SHALL BE AS

NOTED BELOW:

4" SEWER SERVICE - SCH 80

6" SEWER SERVICE - SCH 80

8" SEWER SERVICE - SDR-35

7. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL

PLUG SHALL BE UTILIZED BOTH IMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN THE EXISTING

SYSTEM. EXISTING STRUCTURES, PIPING AND APPURTENANCES SHALL BE PROTECTED FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW

CONSTRUCTION CONNECTING TO OR IN THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND PLUG PRIOR TO OCCUPANCY.

8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.

UTILITY NOTES:

1. REFER TO SHEET C3.00 FOR GENERAL NOTES.

2. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE-CAST CONCRETE STRUCTURES.

3. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL, GAS, OR OTHER) FOR

THIS PROJECT WITH THE BUILDING PLANS. THE UTILITY CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES TO

WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION POINT.

4. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTH

TRANSITION BETWEEN DISCIPLINES.

5. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'S REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO

BEGINNING WORK.

6. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALL APPLICABLE

NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING

ALL WORK INSIDE THE PUBLIC RIGHTS OF WAY.

7. THE CONTRACTOR SHALL NOT RE-USE ANY FIRE HYDRANT REMOVED AS PART OF THIS PROJECT. ANY FIRE HYDRANT SHOWN TO BE REMOVED OR

RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT MEETING THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.

8. ALL EXISTING SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY

INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXISTING

UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE

AND MATERIAL OF ANY AND ALL SUB-SURFACE CONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.

9. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING UTILITY

CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES ARE EXPOSED,

THEIR LOCATIONS AND ELEVATIONS SHALL ALSO BE REPORTED TO THE ENGINEER.

10. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF PARKING AREA, DRIVES, CURB AND GUTTER OR

CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS (ASPHALT / CONCRETE)

CONDUIT SHALL BE INSTALLED FOR THE “FUTURE” UTILITY INSTALLATION.

11. AS-BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM LOCAL JURISDICTION OR ENGINEER THE CONTRACTOR SHALL PROVIDE AS-BUILT

DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD / PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR SHOWING ALL UTILITY

INSTALLATION. HORIZONTAL AND VERTICAL INFORMATION SHALL BE PROVIDED FOR WATER, SEWER, STORM INCLUDING ALL STRUCTURES, VALVES,

HYDRANTS, AND OTHER APPURTENANCES.

PROPOSED UTILITY SEPARATION:

1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS

PREVENT A 10-FOOT HORIZONTAL SEPARATION IN WHICH CASE;

a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF

THE SEWER; OR

b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH,

AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER.

2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT

SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR

BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS

MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF

CROSSING.

3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND

THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET

ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.

SEPARATION OF SANITARY SEWERS AND STORM SEWERS:

1. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR BOTH THE SANITARY AND THE STORM LINES

SHALL BE CONSTRUCTED OF FERROUS MATERIALS.

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UTILITIES PLAN

C6.00

C16111

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