SR-116-18 Glenlake VII Administrative Action Development ...

SR-116-18, Glenlake VII 1

City of Raleigh Development Services Department

One Exchange Plaza Raleigh, NC 27602

(919) 996-2495 [email protected]

www.raleighnc.gov

Administrative Approval Action

AA #3930 / SR-116-18, Glenlake VII Transaction# 579203

LOCATION: This site is located on the west side of Parklake Avenue, between the

intersections of Parklake Avenue and Glen Eden Drive, and Parklake Avenue and Edwards Mill Road. The site is located at 4131 Parklake Avenue.

REQUEST: Development of 6.04 acre tract zoned OX-7-UL CU (Z-40-06) with the addition

of 130,125 square foot office building and the expansion of an existing parking deck. The total office square footage (existing and proposed) on site equals 302,225 square feet.

DESIGN ADJUSTMENT(S)/ ALTERNATES, ETC: One Design Adjustment has been approved for this project, noted below. (DA-8-

19)

1. Due to existing and environmental conditions, a Design Adjustment has been approved waiving the block perimeter and cross access requirement (8.3).

A hardship variance has been granted by the Board of Adjustment for this project, for the following, noted below. (A-4-19) 1. Reduction of required outdoor amenity area from 10% to 4.94% (1.5.3 D) 2. Granting relief from the primary entrance requirement (3.4.7 E 2)

FINDINGS: City Administration finds that this request, with the below conditions of approval

being met, conforms to the Unified Development Ordinance. This approval is based on a preliminary plan dated 18 February 2019, by Piedmont Land Design, LLP.

CONDITIONS OF APPROVAL and NEXT STEPS: This document must be applied to the second sheet of all future submittals except for final plats. This is a preliminary plan and as such no permits have been issued with this approval. To obtain permits and/or completion of the project, the following steps are required:

☐ CONCURRENT SITE REVIEW NOT REQUIRED AT THIS TIME – However, plan revisions or further

development that includes land disturbance of 12,000 square feet or greater, public or private infrastructure, shared stormwater devices, etc. will require concurrent site review.

☒ CONCURRENT SITE REVIEW - For land disturbance of 12,000 square feet or greater, public or

private infrastructure, shared stormwater devices, etc. Concurrent Site Review may be submitted upon receipt of this signed approval document.





www.raleighnc.gov



The following items are required prior to approval of Concurrent Site Review plans: Engineering

1. A right-of-way obstruction permit must be obtained from Right-of-way Services prior to the commencement of any construction activities within the right-of-way.

Stormwater

2. A 100-year floodplain analysis shall be submitted and approved by the Engineering Services

Department prior to the issuance of any grading or site permit (UDO 9.3).

3. The State of North Carolina shall approve any proposed disturbance within the riparian buffer

prior to the issuance of any grading or site permit (UDO 9.2.3.E).

4. A stormwater control plan showing how the site complies with impervious assumptions per approved subdivision and previous site plan shall be approved (UDO 9.2).

5. A surety equal to the cost of clearing, grubbing and reseeding a site, shall be paid to the City (UDO 9.4.4).

☒ LEGAL DOCUMENTS - Email to [email protected]. Legal documents must be

approved, executed, and recorded prior to or in conjunction with the recorded plat on which the associated easements are shown. Copies of recorded documents must be returned to the City within one business day of recording to avoid withholding of further permit issuance.

☐ City Code Covenant ☐ Slope Easement

☐ Stormwater Maintenance Covenant

☐ Transit Easement

☒ Utility Placement Easement ☒ Cross Access Easement

☐ Sidewalk Easement ☐ Public Access Easement

☐ Other:

☒ RECORDED MAP(S) - Submit plat to record new property lines, easements, tree conservation areas,

etc.). Plats may be submitted for review when the Concurrent Site Review plans, if required, have been deemed ready for mylar signature. The following items must be approved prior to recording the plat:

Engineering

1. A 5’ general utility easement and associated deed of easement shall be approved by the City and the location of the easement shall be shown on the map approved for recordation. The deed of

mailto:[email protected]





www.raleighnc.gov



easement shall be recorded at Wake County Register of Deeds within one day of recordation of the recorded plat. A recorded copy of these documents must be provided to the Development Services Department within one day from authorization of lot recordation. If recorded copies of the documents are not provided, further recordings and building permit issuance will be withheld.

2. The proposed waterline easement shall be dedicated to the City of Raleigh as shown on the

preliminary plan and be shown on all plats for recording.

☒BUILDING PERMITS – For buildings and structures shown on the approved plans. Commercial

building permit plans must include the signed, approved Concurrent Site Review plans attached, if applicable. Permit sets may be reviewed prior to the recordation of required plats, but cannot be approved. The following items must be approved prior to the issuance of building permits: General 1. Comply with all conditions of Z-40-2006.

2. Provide fire flow analysis.

Engineering

3. A fee-in-lieu for 3’ of sidewalk across your property frontage shall be paid to the City of Raleigh (UDO

8.1.10). 4. A cross access agreement among the lots identified as PINs 0795189797 (subject site) and

0795199134 (adjacent site to the north) shall be approved by the Development Services Department

for recording in the Wake County Registry, and a copy of the recorded cross access easement shall

be returned to the Development Services Department within one day of plat recordation. If a recorded

copy of the document is not provided, further recordings and building permit issuance will be withheld.

5. A right-of-way obstruction permit shall be obtained from Right-of-way Services for any construction activity within the right-of-way.

Stormwater 19. All stormwater control measures and means of transporting stormwater runoff to and from any

nitrogen and stormwater runoff control measures shall be shown on all plats for recording as private

drainage easements (UDO 9.2).

Urban Forestry 20. A tree impact permit must be obtained for the installation of tree protection fence in the right of way.

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ADMINISTRATIVE SITE REVIEW PLANS

FOR:

GENERAL NOTES

CITY OF RALEIGH SITE PLAN INFORMATION

LEGEND

DRAWING INDEX

(SR-116-2018 & TRANS # 579203 & A-4-2019)4123 & 4137 PARKLAKE AVENUERALEIGH, NORTH CAROLINA

NORTH

DWG. NO.

CHECKED BY:

DRAWN BY:

PROJECT:

REVISIONS:

ISSUED:

CRPRPH

HWDPB7

COVER

PA.1

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PIEDMONT LAND DESIGN, LLP

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NOT FOR CONSTRUCTIONPRELIMINARY

SHEET

SOLID WASTE COMPLIANCE STATEMENT:

75.95'

31.67/20' deck

access may be required.

BOARD OF ADJUSTMENT APPROVAL (A-4-19):

TREE CONSERVATION NOTE:

PENDING DESIGN ADJUSTMENTS:

1066

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EXIST. VARIABLE WIDTH PUBLIC R/W

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B.M. 2002, PGS. 322-323

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PROPOSED 5-STORY OFFICE BUILDING

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PROPOSED 3 & 4-LEVEL PARKING DECK EXPANSION

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EXISTING PARKING DECK

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EXISTING OFFICE BUILDING

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EXISTING 4-LEVEL PARKING DECK

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EXISTING 6-STORY OFFICE BUILDING

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3 LEVEL 4 LEVEL

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THIS DEVELOPMENT SHALL CONFORM TO ZONING CONDITIONS FOR Z-40-2006.

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6.

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5.

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ALL CONSTRUCTION SHALL CONFORM TO NORTH CAROLINA STATE BUILDING AND HANDICAPPED ACCESSIBILITY CODE AND A.D.A. STANDARDS.

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4.

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BOUNDARY, SURVEY, AND HORIZONTAL/VERTICAL DATUM INFORMATION IS TAKEN FROM SURVEY BY JOHN A. EDWARDS & CO. VERTICAL DATUM FROM NAVD 88. HORIZONTAL DATUM FROM NAD 83.

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3.

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CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXIST. UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.

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2.

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CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXIST. UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

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1.

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ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.

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ALL SITE LIGHTING SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH ZONING ORDINANCE.

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7.

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8. MAXIMUM BUILDING HEIGHT:

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1. DEVELOPMENT NAME:

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2. STREET ADDRESS:

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PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL: YES NO

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5. TOTAL AREA:

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4. TOTAL NUMBER OF LOTS:

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3. WAKE COUNTY P.I.N.:

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6. ZONING:

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7. BUILDING GROSS FLOOR AREA & USE:

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18. DEVELOPER:

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12. INSIDE CITY LIMITS:

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14. INSIDE FALLS LAKE OR SWIFT CREEK DRAINAGE AREA:

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13. INSIDE FLOOD HAZARD BOUNDARY:

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15. DEDICATED STREET RIGHT OF WAY:

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11. TOTAL IMPERVIOUS SURFACE AREA:

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X

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WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) FEET AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBING EXISTS.

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8.

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PA.1 COVER SHEET COVER SHEET PA.1.01 ZONING CONDITIONS & OUTDOOR AMENITIES PLAN ZONING CONDITIONS & OUTDOOR AMENITIES PLAN PA.2 EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN PA.3 STAKING PLAN STAKING PLAN PA.4 GRADING AND STORM DRAINAGE PLAN GRADING AND STORM DRAINAGE PLAN PA.5 UTILITY PLAN UTILITY PLAN PA.6 LANDSCAPE PLAN LANDSCAPE PLAN A5-01 ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS A5-02 ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS A5-03 ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS A5-10 ARCHITECTURAL SECTIONS ARCHITECTURAL SECTIONS AP1-0B PARKING DECK PLAN-BASEMENT PARKING DECK PLAN-BASEMENT AP1-01 PARKING DECK PLAN-FIRST FLOOR PARKING DECK PLAN-FIRST FLOOR AP1-02 PARKING DECK PLAN-SECOND FLOOR PARKING DECK PLAN-SECOND FLOOR AP1-03 PARKING DECK PLAN-THIRD FLOOR PARKING DECK PLAN-THIRD FLOOR AP4-01 PARKING DECK ELEVATIONS PARKING DECK ELEVATIONS

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9.

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WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH RALEIGH ENGINEERING STANDARD DRAWING STD #T-20.01. WHERE SIDEWALK IS NOT REQUIRED ALONG THE PUBLIC ROW, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS SHOWN ON STD #T-20.01.

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BC - BACK OF CURB - BACK OF CURB BACK OF CURB CB - CATCH BASIN - CATCH BASIN CATCH BASIN CS - CENTER OF STRUCTURE - CENTER OF STRUCTURE CENTER OF STRUCTURE DI - DROP INLET - DROP INLET DROP INLET DIP - DUCTILE IRON PIPE - DUCTILE IRON PIPE DUCTILE IRON PIPE EP - EDGE OF PAVEMENT - EDGE OF PAVEMENT EDGE OF PAVEMENT FES - FLARED END SECTION - FLARED END SECTION FLARED END SECTION FH - FIRE HYDRANT - FIRE HYDRANT FIRE HYDRANT ICV - IRRIGATION CONTROL VALVE - IRRIGATION CONTROL VALVE IRRIGATION CONTROL VALVE LP - LIGHT POLE - LIGHT POLE LIGHT POLE RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RP - RIP RAP - RIP RAP RIP RAP S - SIGN - SIGN SIGN SSMH- SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STMH - STORM SEWER MANHOLE - STORM SEWER MANHOLE STORM SEWER MANHOLE UV - UTILITY VAULT - UTILITY VAULT UTILITY VAULT WM - WATER METER - WATER METER WATER METER WMH - WATER MANHOLE - WATER MANHOLE WATER MANHOLE WV - WATER VALVE- WATER VALVEWATER VALVE

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c/o RON HENDRICKS

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[email protected] (E-MAIL)

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(919) 845-7703 (FAX)

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(919) 845-7600 (PHONE)

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RALEIGH , NORTH CAROLINA 27615

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8522-204 SIX FORKS ROAD

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BUILDING - 75.69' AND PARKING DECK - 31.67'

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RALEIGH, NORTH CAROLINA

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GLENLAKE OFFICE BUILDING VII

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4123 (BLDG) & 4137 (PARKING DECK) PARKLAKE AVENUE

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NO

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NO

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YES

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172,101 SF. EXISTING OFFICE

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OX-7-UL-CU (Z-40-2006)

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0795-18-9797

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1

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6.04 ACRES (263,182 SF.)

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NONE

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RALEIGH, NC 27604

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(919) 872-4924 (PHONE)

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2.82 ACRES +/- (EXIST.)

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[email protected] (E-MAIL)

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(919) 876-4200 (FAX)

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HIGHWOODS PROPERTIES, INC.

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9. PARKING SUMMARY: PARKING SUMMARY: BASIS OF DETERMINATION:

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1 SPACE PER 500 SF.

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TOTAL REQUIRED:

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434 SPACES

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TOTAL PROVIDED:

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NEW VEHICULAR SURFACE AREA:

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TOTAL HANDICAPPED SPACES:

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1,066 SPACES (INCLUDES HC SPACES)

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1,068 S.F.

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22 SPACES INCLUDING 4 VAN SPACES

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13,676 SF. PROVIDED

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3100 SMOKETREE COURT, SUITE 600

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1" = 1,000'

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VICINITY MAP

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BLUE RIDGE ROAD

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EDWARDS MILL

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SITE

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GLEN EDEN DRIVE

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EDWARDS MILL ROAD/CREEDMOOR ROAD

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GLENWOOD AVE

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BELTLINE - 440

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19. CONTACT PERSON:

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*

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PARKLAKE

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AVENUE

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17. MINIMUM REQUIRED BUILDING SETBACKS:

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SIDE LOT LINE - 0 OR 6'

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REAR LOT ADJACENT TO STOUGH ELEMENTARY

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ZONE 1-A - 30' SETBACK FOR PARKING STRUCTURES

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PRIMARY STREET- 0'

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SIDE STREET - 0'

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1.49 ACRES +/- (NEW)

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4.31 ACRES +/- (TOTAL)

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1 4 DEC 2018

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-

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8522-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX FIRM LICENSE #F-0843

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0

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SCALE IN FEET

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40

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80

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120

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REAR LOT LINE - 0 OR 6'

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ALLEYWAY - 5'

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SOLID WASTE WILL BE HANDLED WITH AN ONSITE DUAL RECYCLING COMPACTOR (MODEL: RAMJET DRCII). THE OWNER WILL USE A PRIVATE HAULER.

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%%U130,125 SF.%%U PROPOSED OFFICE

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302,226 SF. TOTAL OFFICE (75.6%%% INCREASE)

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26,560 SF. (10.09%%%) PROVIDED

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ISSUED FOR CITY REVIEW

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10. BICYCLE PARKING SUMMARY:

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BASIS OF DETERMINATION:

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1 SHORT TERM SPACE/10,000 GSF 1 LONG TERM SPACE/5,000 GSF 30 SPACES MAXIMUM

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PARKING SPACES REQUIRED/PROVIDED:

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10 SHORT TERM AND 20 LONG TERM SPACES

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16. AMENITY AREA (BOARD OF ADJUSTMENT VARIANCE AMENITY AREA (BOARD OF ADJUSTMENT VARIANCE GRANTED ON JAN. 14, 2019):

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2 17 JAN 2019

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10.

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A FEE-IN-LIEU OF CONSTRUCTION FOR 3' OF SIDEWALK ON PARKLAKE AVENUE SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERMITS.

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ON 1-14-2019, THE BOARD OF ADJUSTMENT GRANTED A VARIANCE TO THE PEDESTRIAN ACCESS REQUIREMENT AND THE OUTDOOR AMENITY AREA REQUIREMENT OF THE UDO.

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TREE CONSERVATION AREAS HAVE BEEN PROVIDED WITH APPROVAL OF S-89-06 AND RECORDED IN BOOK 2007 PAGES 1288-1290

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ZONE 2 - 100' SETBACK FOR 4-STORY BUILDINGS

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<25' TALL FROM STOUGH PROPERTY LINE

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ZONE 3 - 250' SETBACK FOR 6-STORY BUILDINGS

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1. BLOCK PERIMETER BLOCK PERIMETER 2. CROSS-ACCESSCROSS-ACCESS

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REVISED PER CITY COMMENTS

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3 18 FEB 2019

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ZONINGCONDITIONS &

PA.1.01

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OFFICE SQUARE FOOTAGE ALLOCATION TABLE

OUTDOOR AMENITY AREA PLAN & SOLID WASTE APPARATUS ROUTE PLAN

OUTDOOR AMENITIES PLAN

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B.M. 2002, PGS. 322-323

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EXISTING 8 TABLES WITH 4 CHAIRS EACH

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OUTDOOR AMENITY AREA (13,676 SF.)

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SOLID WASTE APPARATUS ROUTE. 16' WIDE WITH 28' MINIMUM INSIDE RADII

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3 LEVEL 4 LEVEL

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TRACT A TRACT B

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TRACT A TRACT B

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30' PROTECTIVE YARD/2 STORY SETBACK/25' HEIGHT PARKING DECK SETBACK LINE (ZONE 1-A)

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100' 4 STORY SETBACK/60' HEIGHT SETBACK LINE (ZONE 2)

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DASHED LINE DENOTES LOT WIDTH = 843.90'. 818.39' OF LOT WIDTH HAS 2 STORY OR LARGER BUILDING FACING THE STREET, THEREFORE 97% OF LOT WIDTH HAS A 2 STORY OR LARGER BUILDING FACING THE STREET WHICH EXCEEDS THE 75% MIN. REQUIRED IN UDO SECTION 3.3.2.B.B3

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818.39'

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1 17 JAN 2019

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0

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50

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100

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150

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LOT NO.

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BLDG SF

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19,000

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LOT 1

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LOT 2

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165,900

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126,380

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LOT 3

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165,900

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LOT 5

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LOT 6

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302,226

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LOT 9

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10,000

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TOTAL

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789,406

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985,000 SF IS ALLOWED, THEREFORE 195,594 SF IS REMAINING FOR FUTURE DEVELOPMENT.

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LOT 4 HAS BEEN REZONED (Z-25-17) AND IS NO LONGER INCLUDED IN OFFICE SQUARE FOOTAGE ALLOCATION FOR Z-40-06.

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2 12 FEB 2019

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3 18 FEB 2019

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CONDITIONS PLAN

PA.2

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WAKE COUNTY BOARD OF EDUCATION STOUGH ELEMENTARY SCHOOL D.B. 13625, PG. 1724 B.M. 2001, PG. 1512 P.I.N. 0795.05-19-3132 ZONED: R-4 USE: SCHOOL

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HRLP RALEIGH, L.P. D.B.13659, PG. 1416 LOT 5 B.M. 2002 PG. 389 P.I.N. 0795.05-19-9134 ZONED: OX-7-UL-CU USE: OFFICE

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N/F GLEN LAKE SOUTH MASTER OWNERS ASSN INC PIN 0795.05-28-2219 DB 13938, PG 1809 BM 2006, PG 668 ZONED: R-4-CU USE: COMMON AREA

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N/F HIGHWOODS REALTY LTD PTNRP AP SOUTHEAST PORTFOLIO PTNR LP PIN 0795.06-29-5042 DB 12490, PG 442 BM 2006, PG 2252 ZONED: OX-7-UL-CU USE: OFFICE

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BFP

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TF

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BFP

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BFP

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TF

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FH

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VAULT

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EMH

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EMH

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EMH

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EMH

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CB

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FH

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YI

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FH

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ICV

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WMH

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ICV

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ICV

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VAULT

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VAULT

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CANOPY

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EIP

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DRILL HOLE

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EMAG

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DRILL HOLE

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EIP

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EIP

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SIGN

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EXISTING 20' DRAINAGE EASEMENT BM2007, PG 1289 BM 2013, PG 900

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EXISTING 20' DRAINAGE EASEMENT BM 2007, PG 1289

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VAULT

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FDC

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LOT 6 BM 2007, PG 1289 263182 S.F. (6.0418 AC.)

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EX 5.5' SIDEWALK EASEMENT BM 2002, PG 322

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EX 10' DRAINAGE EASEMENT BM 2013, PG 1523

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EXISTING 30' BUFFER ZONE (1-A) BM 2007, PG 1289

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CB RIM=318.03' IN=314.19' OUT=310.17'

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CB RIM=318.14' IN=310.61' OUT=310.58'

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CB RIM=317.85' IN=310.14' OUT=310.03'

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STMH RIM=318.53' IN=309.26' OUT=309.14'

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CB RIM=318.05' IN(N)=311.25' IN(E)=308.85' OUT=303.71'

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DI RIM=317.51' IN=312.09' OUT=311.87'

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DI RIM=318.81' IN=313.78' OUT=313.72'

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DI RIM=322.55' IN=317.40' OUT=317.28'

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THROATED STORM INLET RIM=332.00' NO ACCESS TO INVERTS

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DI RIM=329.15' IN=324.87' OUT=324.60'

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STMH RIM=332.36' IN(W)=323.41' IN(N)=325.48 OUT=323.28'

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STMH RIM=332.37' IN=322.57' OUT=322.44'

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DI RIM=328.63' IN=321.88' OUT=321.77'

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CB RIM=329.48' IN(N)=323.10' IN(S)=320.87' IN(W)=320.38 OUT=320.05'

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CB RIM=329.81' IN=314.01' OUT=313.68'

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EXISTING SSMH RIM=322.29' IN=304.62' OUT=304.28'

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CB RIM=318.05' IN=305.28' OUT=305.20'

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CB RIM=315.70' IN(N)=309.70' IN(S)=309.95' OUT=309.57'

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CB RIM=315.69' IN=310.48' OUT=310.32'

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CB RIM=317.49' OUT=312.48'

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DI RIM=314.58' IN=310.13' OUT=309.88'

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DI RIM=324.24' IN=311.14' OUT=310.97'

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STMH RIM=324.45' IN(N)=318.34' IN(W)=311.86 OUT=311.73'

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CB RIM=323.15' IN=313.18' OUT=312.85'

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CB RIM=319.27' IN=313.77' OUT=313.58'

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CB RIM=326.46' IN=320.36' OUT=320.02'

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CB RIM=328.55' IN=321.11' OUT=320.86'

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CB RIM=327.86' IN=321.68' OUT=321.56'

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CB RIM=327.84' IN=322.33' OUT=322.27'

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DI RIM=327.70' OUT=323.15'

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EXISTING 18" PVC PIPE TERMINUS UNKNOWN

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92.8

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FDC

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CO

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RIPRAP(TYP.)

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PROGRESS ENERGY CAROLINAS EASEMENT DB 15054, PG 281

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EIP

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TF

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MAGS

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MAGS IN DRILL HOLE

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MAGS

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IPS

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EIP

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EXIST. 12" DI WATERLINE

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EXIST. 8" SAN. SEWER

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EXIST. DUCTBANK

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TELE.

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ELEC.

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CDB

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~

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EXISTING 5' WIDE CONCRETE SIDEWALK

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B.M. 2002, PGS. 322-323

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N/F GLENLAKE GARDENS PROPERTY OWNERS ASSOCIATION PIN 0795.05-18-5619 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: COMMON AREA

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N/F THU LE PIN 0795.05-18-6720 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F STEPHEN & DENIELLE NIXON PIN 0795.05-18-6657 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F PHILLIP & JANICE EYCKE PIN 0795.05-18-6673 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F LAURA & MICHAEL ANDREWS PIN 0795.05-18-7600 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F EMILY FINKLESTEIN PIN 0795.05-18-7527 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F JOSEPH CAMESANO PIN 0795.05-18-7544 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F NATHANIEL & YOUNG KIM PIN 0795.05-18-7552 BM 2013, PG 901 ZONED: R-10-CU USE: TOWNHOME

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N/F JAMES SPIRKO PIN 0795.05-18-7497 BM 2013, PG 901 ZONED: R-10-CU R-10-CU USE: TOWNHOME

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N/F GABRIEL & KAREN CHIRIBOGA PIN 0795.05-18-8424 BM 2013, PG 901 ZONED: R-10-CU USE: TOWNHOME

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N/F GLENLAKE GARDENS PROPERTY OWNERS ASSOCIATION PIN 0795.05-18-8441 BM 2013, PG 901 ZONED: R-10-CU USE: TOWNHOME

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EXISTING CHAIN-LINK FENCE SHALL REMAIN

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EXIST. DUCTBANK

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EXISTING SSMH TOP=330.14' OUT=296.19'

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EXISTING CANOPY

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EXISTING 4" WATER SERVICE

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EXISTING 8" FIRE LINE

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EXISTING PLAZA

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EXIST. 6" SAN. SEWER SERVICE

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EXIST. 8" WATER STUB

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EXIST. 6" DI FIRE/SPRINKLER LINE

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EXIST. 1" WATER SERVICE

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30' PROTECTIVE YARD/2 STORY SETBACK/25' HEIGHT PARKING DECK SETBACK LINE (ZONE 1-A)

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DI RIM=326.73

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MH RIM=335.74

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EXIST. CONDITIONS/DEMOLITION NOTES

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LINE TABLE

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LINE

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BEARING

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DISTANCE

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L1

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S 31°19'11" E

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43.88'

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L2

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S 29°19'24" E

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104.95'

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CURVE TABLE

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CURVE

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RADIUS

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ARC LENGTH

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CHORD LENGTH

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CHORD BEARING

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DELTA ANGLE

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TANGENT

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C1

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350.00'

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549.77'

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494.97'

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S 15°40'34" W

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89°59'56"

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349.99'

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1 4 DEC 2018

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-

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0

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SCALE IN FEET

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30

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60

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90

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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR RELOCATING ALL UTILITIES AND CONTRACTOR IS RESPONSIBLE FOR REMOVING OR RELOCATING ALL UTILITIES AND IRRIGATION IN CONFLICT WITH NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO DISTURBANCE. 5. PHASING OF ALL REMOVALS SHALL BE COORDINATED WITH INSTALLATION OF NEW PHASING OF ALL REMOVALS SHALL BE COORDINATED WITH INSTALLATION OF NEW IMPROVEMENTS SO THAT THERE IS NO INTERRUPTION IN SERVICES OR LACK OF PROPER DRAINAGE OR EROSION CONTROL. 6. ALL TREE PROTECTION FENCE AND SILT FENCE WITH TREE PROTECTION SIGNAGE SHALL ALL TREE PROTECTION FENCE AND SILT FENCE WITH TREE PROTECTION SIGNAGE SHALL BE INSTALLED PRIOR TO BEGINNING DEMOLITION. 7. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH ALL LOCAL AND CONTRACTOR SHALL DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS.

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2 17 JAN 2019

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REVISED PER TOWN COMMENTS

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CHECKED BY:

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PROJECT:

REVISIONS:

ISSUED:

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UTILITYPLAN

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B.M. 2002, PGS. 322-323

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EXISTING SSMH RIM=322.59' IN(N)=302.30' IN(W)=311.19' IN(E)=312.45' OUT=300.22'

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EXISTING 20' DRAINAGE EASEMENT BM2007, PG 1289 BM 2013, PG 900

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EX 5.5' SIDEWALK EASEMENT BM 2002, PG 322

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THROATED STORM INLET RIM=332.00' NO ACCESS TO INVERTS

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PROGRESS ENERGY CAROLINAS EASEMENT DB 15054, PG 281

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TELE.

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ELEC.

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CDB

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CDB

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CDB

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CDB

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EDB

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TDB

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~

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EDB

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CDB

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CDB

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CDB

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CDB

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S

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EXIST. 8" SEWER LINE (TYP.)

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EXISTING 4" WATER SERVICE TO BUILDING V

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REMOVE AND REPLACE EXISTING ASPHALT AND CURB & GUTTER TO INSTALL SERVICE

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EXISTING SAN. MANHOLE TOP = 330.14 INV. OUT = 296.19

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NEW 6" SAN. SEWER SERVICE @1.04% MIN WITH CLEANOUTS AS SHOWN

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CO

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CO

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CO

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CO

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NEW TRANSFORMER

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EXISTING GENERATOR

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EXISTING TRANSFORMER

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EXISTING 5" STORZ FDC

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EXISTING FIRE HYDRANT (TYP.)

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FH

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FH

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FH

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FH

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EXISTING 1.5" IRRIGATION METERS AND SERVICE

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EXISTING 5" STORZ FDC

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EXISTING 20' WIDE FIRE LANE (GRASSPAVE SYSTEM)

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EXISTING 12" DI WATERLINE

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FH

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EXISTING ELECTRICAL DUCTBANK

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EXISTING TELEPHONE DUCTBANK

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EXISTING COMBINATION ELEC/TELE DUCTBANK

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EXISTING 4" DI WATERLINE

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NEW 5" STORZ FIRE DEPARTMENT CONNECTION

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NEW 4" WATTS LF909 RPZ OR CITY APPROVED EQUAL SHALL BE PROVIDED IN AN ABOVE-GROUND HEATED VAULT

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NEW 8" AMES M500-GV RPZ OR CITY APPROVED EQUAL SHALL BE PROVIDED IN AN ABOVE-GROUND HEATED VAULT

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NEW 8" DI FIRELINE WITH 45° BEND ANDBLOCKING (4)

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NEW 4" DI DOMESTIC SERVICE WITH 45°BEND AND BLOCKING (4)

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EXISTING 8" DI WATERLINE STUB WITH BLOW-OFF ASSEMBLY

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EXISTING 1.5" WATER METER BOX FOR IRRIGATION SERVICE. INSTALL METER AND EXTEND IRRIGATION SERVICE AND PROVIDE WATTS 009M1QT RPZ OR CITY APPROVED EQUAL IN AN ABOVE GROUND INSULATED VAULT WITHIN 50' OF PIPING FROM THE METER.

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NEW 8x4 TEE AND BLOCKING, 4" VALVES (2), 45° BEND & BLOCKING (2), 4" DI SERVICE,AND 4" METER WITH BYPASS AND VALVES.

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BFP

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BFP

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BFP

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EXISTING 1" WATER SERVICE TO DECK

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EXISTING 6" DI FIRE LINE

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EXIST. 8" SAN. SEWER

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EXIST. DUCTBANK

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3 LEVEL 4 LEVEL

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250' HOSE LENGTH

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33'± BEYOND 250' HOSE LENGTH(MEASURED ALONG WALL)

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EXISTING DIRECTIONAL SIGN TO BE RELOCATED

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NEW "FIRE APPARATUS ACCESS ONLY" SIGN

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NEW RATED STAIRWELL WITH HOSE CONNECTION FROM SPRINKLER SYSTEM ON EACH LEVEL.

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TREE PROTECTION FENCE & SIGNAGE

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NEW DIESEL GENERATOR 200 KV WITH 600 GALLON BELLY TANK

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NEW 12x8 TAPPING SLEEVE AND VALVE ASSEMBLY

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REMOVE AND REPLACE EXISTING ASPHALT, CURB AND GUTTER, AND SIDEWALK TO INSTALL SERVICE

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NEW SIGN "FIRE LANE-DO NOT BLOCK" AT 50' O/C

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NEW SIGN "END OF FIRE LANE"

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NEW CITY OF RALEIGH WATERLINE EASEMENT FOR METER

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NEW 5'x5' CONCRETE PAD

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LINE TABLE

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LINE

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BEARING

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DISTANCE

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L1

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S 31°19'11" E

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43.88'

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L2

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S 29°19'24" E

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104.95'

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CURVE TABLE

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CURVE

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RADIUS

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TANGENT

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C1

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350.00'

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549.77'

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494.97'

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S 15°40'34" W

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89°59'56"

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349.99'

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UTILITY NOTES

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1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN MATERIALS & CONSTRUCTION METHODS SHALL BE IN MATERIALS & CONSTRUCTION METHODS SHALL BE IN & CONSTRUCTION METHODS SHALL BE IN & CONSTRUCTION METHODS SHALL BE IN CONSTRUCTION METHODS SHALL BE IN CONSTRUCTION METHODS SHALL BE IN METHODS SHALL BE IN METHODS SHALL BE IN SHALL BE IN SHALL BE IN BE IN BE IN IN IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT (REFERENCE: CORPUD HANDBOOK, CURRENT (REFERENCE: CORPUD HANDBOOK, CURRENT CORPUD HANDBOOK, CURRENT CORPUD HANDBOOK, CURRENT HANDBOOK, CURRENT HANDBOOK, CURRENT CURRENT CURRENT EDITION) 2. UTILITY SEPARATION REQUIREMENTS: UTILITY SEPARATION REQUIREMENTS: A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY OF 100' SHALL BE MAINTAINED BETWEEN SANITARY OF 100' SHALL BE MAINTAINED BETWEEN SANITARY 100' SHALL BE MAINTAINED BETWEEN SANITARY 100' SHALL BE MAINTAINED BETWEEN SANITARY SHALL BE MAINTAINED BETWEEN SANITARY SHALL BE MAINTAINED BETWEEN SANITARY BE MAINTAINED BETWEEN SANITARY BE MAINTAINED BETWEEN SANITARY MAINTAINED BETWEEN SANITARY MAINTAINED BETWEEN SANITARY BETWEEN SANITARY BETWEEN SANITARY SANITARY SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE PRIVATE OR PUBLIC WATER SUPPLY SOURCE PRIVATE OR PUBLIC WATER SUPPLY SOURCE OR PUBLIC WATER SUPPLY SOURCE OR PUBLIC WATER SUPPLY SOURCE PUBLIC WATER SUPPLY SOURCE PUBLIC WATER SUPPLY SOURCE WATER SUPPLY SOURCE WATER SUPPLY SOURCE SUPPLY SOURCE SUPPLY SOURCE SOURCE SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF AN IMPOUNDED RESERVOIR USED AS A SOURCE OF AN IMPOUNDED RESERVOIR USED AS A SOURCE OF IMPOUNDED RESERVOIR USED AS A SOURCE OF IMPOUNDED RESERVOIR USED AS A SOURCE OF RESERVOIR USED AS A SOURCE OF RESERVOIR USED AS A SOURCE OF USED AS A SOURCE OF USED AS A SOURCE OF AS A SOURCE OF AS A SOURCE OF A SOURCE OF A SOURCE OF SOURCE OF SOURCE OF OF OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT WATER. IF ADEQUATE LATERAL SEPARATION CANNOT WATER. IF ADEQUATE LATERAL SEPARATION CANNOT IF ADEQUATE LATERAL SEPARATION CANNOT IF ADEQUATE LATERAL SEPARATION CANNOT ADEQUATE LATERAL SEPARATION CANNOT ADEQUATE LATERAL SEPARATION CANNOT LATERAL SEPARATION CANNOT LATERAL SEPARATION CANNOT SEPARATION CANNOT SEPARATION CANNOT CANNOT CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE FERROUS SANITARY SEWER PIPE SHALL BE FERROUS SANITARY SEWER PIPE SHALL BE SANITARY SEWER PIPE SHALL BE SANITARY SEWER PIPE SHALL BE SEWER PIPE SHALL BE SEWER PIPE SHALL BE PIPE SHALL BE PIPE SHALL BE SHALL BE SHALL BE BE BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. & INSTALLED TO WATERLINE SPECIFICATIONS. & INSTALLED TO WATERLINE SPECIFICATIONS. INSTALLED TO WATERLINE SPECIFICATIONS. INSTALLED TO WATERLINE SPECIFICATIONS. TO WATERLINE SPECIFICATIONS. TO WATERLINE SPECIFICATIONS. WATERLINE SPECIFICATIONS. WATERLINE SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN THE MINIMUM SEPARATION SHALL NOT BE LESS THAN THE MINIMUM SEPARATION SHALL NOT BE LESS THAN MINIMUM SEPARATION SHALL NOT BE LESS THAN MINIMUM SEPARATION SHALL NOT BE LESS THAN SEPARATION SHALL NOT BE LESS THAN SEPARATION SHALL NOT BE LESS THAN SHALL NOT BE LESS THAN SHALL NOT BE LESS THAN NOT BE LESS THAN NOT BE LESS THAN BE LESS THAN BE LESS THAN LESS THAN LESS THAN THAN THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL WATER &/OR SEWER MAINS, THE HORIZONTAL WATER &/OR SEWER MAINS, THE HORIZONTAL &/OR SEWER MAINS, THE HORIZONTAL &/OR SEWER MAINS, THE HORIZONTAL SEWER MAINS, THE HORIZONTAL SEWER MAINS, THE HORIZONTAL MAINS, THE HORIZONTAL MAINS, THE HORIZONTAL THE HORIZONTAL THE HORIZONTAL HORIZONTAL HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS BETWEEN UTILITIES SHALL BE 10'. IF THIS BETWEEN UTILITIES SHALL BE 10'. IF THIS UTILITIES SHALL BE 10'. IF THIS UTILITIES SHALL BE 10'. IF THIS SHALL BE 10'. IF THIS SHALL BE 10'. IF THIS BE 10'. IF THIS BE 10'. IF THIS 10'. IF THIS 10'. IF THIS IF THIS IF THIS THIS THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CANNOT BE MAINTAINED DUE TO EXISTING CANNOT BE MAINTAINED DUE TO EXISTING BE MAINTAINED DUE TO EXISTING BE MAINTAINED DUE TO EXISTING MAINTAINED DUE TO EXISTING MAINTAINED DUE TO EXISTING DUE TO EXISTING DUE TO EXISTING TO EXISTING TO EXISTING EXISTING EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A THE VARIATION ALLOWED IS THE WATER MAIN IN A THE VARIATION ALLOWED IS THE WATER MAIN IN A VARIATION ALLOWED IS THE WATER MAIN IN A VARIATION ALLOWED IS THE WATER MAIN IN A ALLOWED IS THE WATER MAIN IN A ALLOWED IS THE WATER MAIN IN A IS THE WATER MAIN IN A IS THE WATER MAIN IN A THE WATER MAIN IN A THE WATER MAIN IN A WATER MAIN IN A WATER MAIN IN A MAIN IN A MAIN IN A IN A IN A A A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN TRENCH WITH THE ELEVATION OF THE WATER MAIN TRENCH WITH THE ELEVATION OF THE WATER MAIN WITH THE ELEVATION OF THE WATER MAIN WITH THE ELEVATION OF THE WATER MAIN THE ELEVATION OF THE WATER MAIN THE ELEVATION OF THE WATER MAIN ELEVATION OF THE WATER MAIN ELEVATION OF THE WATER MAIN OF THE WATER MAIN OF THE WATER MAIN THE WATER MAIN THE WATER MAIN WATER MAIN WATER MAIN MAIN MAIN AT LEAST 18” ABOVE THE TOP OF THE SEWER & MUST BE LEAST 18” ABOVE THE TOP OF THE SEWER & MUST BE LEAST 18” ABOVE THE TOP OF THE SEWER & MUST BE 18” ABOVE THE TOP OF THE SEWER & MUST BE 18” ABOVE THE TOP OF THE SEWER & MUST BE ABOVE THE TOP OF THE SEWER & MUST BE ABOVE THE TOP OF THE SEWER & MUST BE THE TOP OF THE SEWER & MUST BE THE TOP OF THE SEWER & MUST BE TOP OF THE SEWER & MUST BE TOP OF THE SEWER & MUST BE OF THE SEWER & MUST BE OF THE SEWER & MUST BE THE SEWER & MUST BE THE SEWER & MUST BE SEWER & MUST BE SEWER & MUST BE & MUST BE & MUST BE MUST BE MUST BE BE BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES PUBLIC UTILITIES DIRECTOR. ALL DISTANCES PUBLIC UTILITIES DIRECTOR. ALL DISTANCES UTILITIES DIRECTOR. ALL DISTANCES UTILITIES DIRECTOR. ALL DISTANCES DIRECTOR. ALL DISTANCES DIRECTOR. ALL DISTANCES ALL DISTANCES ALL DISTANCES DISTANCES DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR TO OBTAIN PROPER SEPARATION, OR TO OBTAIN PROPER SEPARATION, OR OBTAIN PROPER SEPARATION, OR OBTAIN PROPER SEPARATION, OR PROPER SEPARATION, OR PROPER SEPARATION, OR SEPARATION, OR SEPARATION, OR OR OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP A SANITARY SEWER PASSES OVER A WATERMAIN, DIP A SANITARY SEWER PASSES OVER A WATERMAIN, DIP SANITARY SEWER PASSES OVER A WATERMAIN, DIP SANITARY SEWER PASSES OVER A WATERMAIN, DIP SEWER PASSES OVER A WATERMAIN, DIP SEWER PASSES OVER A WATERMAIN, DIP PASSES OVER A WATERMAIN, DIP PASSES OVER A WATERMAIN, DIP OVER A WATERMAIN, DIP OVER A WATERMAIN, DIP A WATERMAIN, DIP A WATERMAIN, DIP WATERMAIN, DIP WATERMAIN, DIP DIP DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH OR STEEL ENCASEMENT EXTENDED 10' ON EACH OR STEEL ENCASEMENT EXTENDED 10' ON EACH STEEL ENCASEMENT EXTENDED 10' ON EACH STEEL ENCASEMENT EXTENDED 10' ON EACH ENCASEMENT EXTENDED 10' ON EACH ENCASEMENT EXTENDED 10' ON EACH EXTENDED 10' ON EACH EXTENDED 10' ON EACH 10' ON EACH 10' ON EACH ON EACH ON EACH EACH EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO OF CROSSING MUST BE SPECIFIED & INSTALLED TO OF CROSSING MUST BE SPECIFIED & INSTALLED TO CROSSING MUST BE SPECIFIED & INSTALLED TO CROSSING MUST BE SPECIFIED & INSTALLED TO MUST BE SPECIFIED & INSTALLED TO MUST BE SPECIFIED & INSTALLED TO BE SPECIFIED & INSTALLED TO BE SPECIFIED & INSTALLED TO SPECIFIED & INSTALLED TO SPECIFIED & INSTALLED TO & INSTALLED TO & INSTALLED TO INSTALLED TO INSTALLED TO TO TO WATERLINE SPECIFICATIONS 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN HORIZONTAL SEPARATION IS REQUIRED BETWEEN HORIZONTAL SEPARATION IS REQUIRED BETWEEN SEPARATION IS REQUIRED BETWEEN SEPARATION IS REQUIRED BETWEEN IS REQUIRED BETWEEN IS REQUIRED BETWEEN REQUIRED BETWEEN REQUIRED BETWEEN BETWEEN BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP SEWER & STORM SEWER FACILITIES, UNLESS DIP SEWER & STORM SEWER FACILITIES, UNLESS DIP & STORM SEWER FACILITIES, UNLESS DIP & STORM SEWER FACILITIES, UNLESS DIP STORM SEWER FACILITIES, UNLESS DIP STORM SEWER FACILITIES, UNLESS DIP SEWER FACILITIES, UNLESS DIP SEWER FACILITIES, UNLESS DIP FACILITIES, UNLESS DIP FACILITIES, UNLESS DIP UNLESS DIP UNLESS DIP DIP DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALL WATERMAIN & 18” MIN. VERTICAL SEPARATION AT ALL WATERMAIN & 18” MIN. VERTICAL SEPARATION AT ALL WATERMAIN & MIN. VERTICAL SEPARATION AT ALL WATERMAIN & MIN. VERTICAL SEPARATION AT ALL WATERMAIN & VERTICAL SEPARATION AT ALL WATERMAIN & VERTICAL SEPARATION AT ALL WATERMAIN & SEPARATION AT ALL WATERMAIN & SEPARATION AT ALL WATERMAIN & AT ALL WATERMAIN & AT ALL WATERMAIN & ALL WATERMAIN & ALL WATERMAIN & WATERMAIN & WATERMAIN & & & RCP STORM DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL STORM DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL STORM DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL CROSSINGS; MAINTAIN 24” MIN. VERTICAL CROSSINGS; MAINTAIN 24” MIN. VERTICAL MAINTAIN 24” MIN. VERTICAL MAINTAIN 24” MIN. VERTICAL 24” MIN. VERTICAL 24” MIN. VERTICAL MIN. VERTICAL MIN. VERTICAL VERTICAL VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN AT ALL SANITARY SEWER & RCP STORM DRAIN AT ALL SANITARY SEWER & RCP STORM DRAIN ALL SANITARY SEWER & RCP STORM DRAIN ALL SANITARY SEWER & RCP STORM DRAIN SANITARY SEWER & RCP STORM DRAIN SANITARY SEWER & RCP STORM DRAIN SEWER & RCP STORM DRAIN SEWER & RCP STORM DRAIN & RCP STORM DRAIN & RCP STORM DRAIN RCP STORM DRAIN RCP STORM DRAIN STORM DRAIN STORM DRAIN DRAIN DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE WHERE ADEQUATE SEPARATIONS CANNOT BE WHERE ADEQUATE SEPARATIONS CANNOT BE ADEQUATE SEPARATIONS CANNOT BE ADEQUATE SEPARATIONS CANNOT BE SEPARATIONS CANNOT BE SEPARATIONS CANNOT BE CANNOT BE CANNOT BE BE BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE SPECIFY DIP MATERIALS & A CONCRETE CRADLE SPECIFY DIP MATERIALS & A CONCRETE CRADLE DIP MATERIALS & A CONCRETE CRADLE DIP MATERIALS & A CONCRETE CRADLE MATERIALS & A CONCRETE CRADLE MATERIALS & A CONCRETE CRADLE & A CONCRETE CRADLE & A CONCRETE CRADLE A CONCRETE CRADLE A CONCRETE CRADLE CONCRETE CRADLE CONCRETE CRADLE CRADLE CRADLE HAVING 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & MIN. CLEARANCE (PER CORPUD DETAILS W-41 & MIN. CLEARANCE (PER CORPUD DETAILS W-41 & CLEARANCE (PER CORPUD DETAILS W-41 & CLEARANCE (PER CORPUD DETAILS W-41 & (PER CORPUD DETAILS W-41 & (PER CORPUD DETAILS W-41 & CORPUD DETAILS W-41 & CORPUD DETAILS W-41 & DETAILS W-41 & DETAILS W-41 & W-41 & W-41 & & & S-49) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & UNDERGROUND UTILITIES SHALL CROSS WATER & UNDERGROUND UTILITIES SHALL CROSS WATER & UTILITIES SHALL CROSS WATER & UTILITIES SHALL CROSS WATER & SHALL CROSS WATER & SHALL CROSS WATER & CROSS WATER & CROSS WATER & WATER & WATER & & & SEWER FACILITIES WITH 18” MIN. VERTICAL SEPARATION FACILITIES WITH 18” MIN. VERTICAL SEPARATION FACILITIES WITH 18” MIN. VERTICAL SEPARATION WITH 18” MIN. VERTICAL SEPARATION WITH 18” MIN. VERTICAL SEPARATION 18” MIN. VERTICAL SEPARATION 18” MIN. VERTICAL SEPARATION MIN. VERTICAL SEPARATION MIN. VERTICAL SEPARATION VERTICAL SEPARATION VERTICAL SEPARATION SEPARATION SEPARATION REQUIRED 3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & FIELD REVISIONS ARE SUBJECT TO REVIEW & FIELD REVISIONS ARE SUBJECT TO REVIEW & REVISIONS ARE SUBJECT TO REVIEW & REVISIONS ARE SUBJECT TO REVIEW & ARE SUBJECT TO REVIEW & ARE SUBJECT TO REVIEW & SUBJECT TO REVIEW & SUBJECT TO REVIEW & TO REVIEW & TO REVIEW & REVIEW & REVIEW & & & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE CITY OF AN AMENDED PLAN &/OR PROFILE BY THE CITY OF AN AMENDED PLAN &/OR PROFILE BY THE CITY AN AMENDED PLAN &/OR PROFILE BY THE CITY AN AMENDED PLAN &/OR PROFILE BY THE CITY AMENDED PLAN &/OR PROFILE BY THE CITY AMENDED PLAN &/OR PROFILE BY THE CITY PLAN &/OR PROFILE BY THE CITY PLAN &/OR PROFILE BY THE CITY &/OR PROFILE BY THE CITY &/OR PROFILE BY THE CITY PROFILE BY THE CITY PROFILE BY THE CITY BY THE CITY BY THE CITY THE CITY THE CITY CITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO PUBLIC UTILITIES DEPARTMENT PRIOR TO PUBLIC UTILITIES DEPARTMENT PRIOR TO UTILITIES DEPARTMENT PRIOR TO UTILITIES DEPARTMENT PRIOR TO DEPARTMENT PRIOR TO DEPARTMENT PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION 4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SHALL MAINTAIN CONTINUOUS WATER & SEWER SHALL MAINTAIN CONTINUOUS WATER & SEWER MAINTAIN CONTINUOUS WATER & SEWER MAINTAIN CONTINUOUS WATER & SEWER CONTINUOUS WATER & SEWER CONTINUOUS WATER & SEWER WATER & SEWER WATER & SEWER & SEWER & SEWER SEWER SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT EXISTING RESIDENCES & BUSINESSES THROUGHOUT EXISTING RESIDENCES & BUSINESSES THROUGHOUT RESIDENCES & BUSINESSES THROUGHOUT RESIDENCES & BUSINESSES THROUGHOUT & BUSINESSES THROUGHOUT & BUSINESSES THROUGHOUT BUSINESSES THROUGHOUT BUSINESSES THROUGHOUT THROUGHOUT THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE OF PROJECT. ANY NECESSARY SERVICE OF PROJECT. ANY NECESSARY SERVICE PROJECT. ANY NECESSARY SERVICE PROJECT. ANY NECESSARY SERVICE ANY NECESSARY SERVICE ANY NECESSARY SERVICE NECESSARY SERVICE NECESSARY SERVICE SERVICE SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE SHALL BE PRECEDED BY A 24 HOUR ADVANCE SHALL BE PRECEDED BY A 24 HOUR ADVANCE BE PRECEDED BY A 24 HOUR ADVANCE BE PRECEDED BY A 24 HOUR ADVANCE PRECEDED BY A 24 HOUR ADVANCE PRECEDED BY A 24 HOUR ADVANCE BY A 24 HOUR ADVANCE BY A 24 HOUR ADVANCE A 24 HOUR ADVANCE A 24 HOUR ADVANCE 24 HOUR ADVANCE 24 HOUR ADVANCE HOUR ADVANCE HOUR ADVANCE ADVANCE ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT 5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & COVER IS REQUIRED ON ALL WATER MAINS & COVER IS REQUIRED ON ALL WATER MAINS & IS REQUIRED ON ALL WATER MAINS & IS REQUIRED ON ALL WATER MAINS & REQUIRED ON ALL WATER MAINS & REQUIRED ON ALL WATER MAINS & ON ALL WATER MAINS & ON ALL WATER MAINS & ALL WATER MAINS & ALL WATER MAINS & WATER MAINS & WATER MAINS & MAINS & MAINS & & & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL 4.0' MINIMUM COVER IS REQUIRED ON ALL 4.0' MINIMUM COVER IS REQUIRED ON ALL MINIMUM COVER IS REQUIRED ON ALL MINIMUM COVER IS REQUIRED ON ALL COVER IS REQUIRED ON ALL COVER IS REQUIRED ON ALL IS REQUIRED ON ALL IS REQUIRED ON ALL REQUIRED ON ALL REQUIRED ON ALL ON ALL ON ALL ALL ALL REUSE MAINS 6. INSTALL 4" DUCTILE IRON* WATER SERVICES WITH METERS INSTALL 4" DUCTILE IRON* WATER SERVICES WITH METERS 4" DUCTILE IRON* WATER SERVICES WITH METERS 4" DUCTILE IRON* WATER SERVICES WITH METERS DUCTILE IRON* WATER SERVICES WITH METERS DUCTILE IRON* WATER SERVICES WITH METERS IRON* WATER SERVICES WITH METERS IRON* WATER SERVICES WITH METERS WATER SERVICES WITH METERS WATER SERVICES WITH METERS SERVICES WITH METERS SERVICES WITH METERS WITH METERS WITH METERS METERS METERS LOCATED AT ROW OR WITHIN A 5'X5' WATERLINE EASEMENT AT ROW OR WITHIN A 5'X5' WATERLINE EASEMENT AT ROW OR WITHIN A 5'X5' WATERLINE EASEMENT ROW OR WITHIN A 5'X5' WATERLINE EASEMENT ROW OR WITHIN A 5'X5' WATERLINE EASEMENT OR WITHIN A 5'X5' WATERLINE EASEMENT OR WITHIN A 5'X5' WATERLINE EASEMENT WITHIN A 5'X5' WATERLINE EASEMENT WITHIN A 5'X5' WATERLINE EASEMENT A 5'X5' WATERLINE EASEMENT A 5'X5' WATERLINE EASEMENT 5'X5' WATERLINE EASEMENT 5'X5' WATERLINE EASEMENT WATERLINE EASEMENT WATERLINE EASEMENT EASEMENT EASEMENT IMMEDIATELY ADJACENT 7. INSTALL 6” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE INSTALL 6” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE 6” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE 6” PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE SEWER SERVICES @ 1.0% MINIMUM GRADE SEWER SERVICES @ 1.0% MINIMUM GRADE SERVICES @ 1.0% MINIMUM GRADE SERVICES @ 1.0% MINIMUM GRADE @ 1.0% MINIMUM GRADE @ 1.0% MINIMUM GRADE 1.0% MINIMUM GRADE 1.0% MINIMUM GRADE MINIMUM GRADE MINIMUM GRADE GRADE GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & LOCATED AT ROW OR EASEMENT LINE & LOCATED AT ROW OR EASEMENT LINE & AT ROW OR EASEMENT LINE & AT ROW OR EASEMENT LINE & ROW OR EASEMENT LINE & ROW OR EASEMENT LINE & OR EASEMENT LINE & OR EASEMENT LINE & EASEMENT LINE & EASEMENT LINE & LINE & LINE & & & SPACED EVERY 75 LINEAR FEET MAXIMUM 8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER REDUCING VALVES ARE REQUIRED ON ALL WATER REDUCING VALVES ARE REQUIRED ON ALL WATER VALVES ARE REQUIRED ON ALL WATER VALVES ARE REQUIRED ON ALL WATER ARE REQUIRED ON ALL WATER ARE REQUIRED ON ALL WATER REQUIRED ON ALL WATER REQUIRED ON ALL WATER ON ALL WATER ON ALL WATER ALL WATER ALL WATER WATER WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED 80 PSI; BACKWATER VALVES ARE REQUIRED 80 PSI; BACKWATER VALVES ARE REQUIRED PSI; BACKWATER VALVES ARE REQUIRED PSI; BACKWATER VALVES ARE REQUIRED BACKWATER VALVES ARE REQUIRED BACKWATER VALVES ARE REQUIRED VALVES ARE REQUIRED VALVES ARE REQUIRED ARE REQUIRED ARE REQUIRED REQUIRED REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS SANITARY SEWER SERVICES HAVING BUILDING DRAINS SANITARY SEWER SERVICES HAVING BUILDING DRAINS SEWER SERVICES HAVING BUILDING DRAINS SEWER SERVICES HAVING BUILDING DRAINS SERVICES HAVING BUILDING DRAINS SERVICES HAVING BUILDING DRAINS HAVING BUILDING DRAINS HAVING BUILDING DRAINS BUILDING DRAINS BUILDING DRAINS DRAINS DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE 9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT PERMITS APPLICABLE TO THE PROJECT PERMITS APPLICABLE TO THE PROJECT APPLICABLE TO THE PROJECT APPLICABLE TO THE PROJECT TO THE PROJECT TO THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY FROM NCDWQ, USACE &/OR FEMA FOR ANY FROM NCDWQ, USACE &/OR FEMA FOR ANY NCDWQ, USACE &/OR FEMA FOR ANY NCDWQ, USACE &/OR FEMA FOR ANY USACE &/OR FEMA FOR ANY USACE &/OR FEMA FOR ANY &/OR FEMA FOR ANY &/OR FEMA FOR ANY FEMA FOR ANY FEMA FOR ANY FOR ANY FOR ANY ANY ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS WETLAND &/OR FLOODPLAIN IMPACTS WETLAND &/OR FLOODPLAIN IMPACTS &/OR FLOODPLAIN IMPACTS &/OR FLOODPLAIN IMPACTS FLOODPLAIN IMPACTS FLOODPLAIN IMPACTS IMPACTS IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 10. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY AGREEMENTS ARE REQUIRED FOR ANY AGREEMENTS ARE REQUIRED FOR ANY ARE REQUIRED FOR ANY ARE REQUIRED FOR ANY REQUIRED FOR ANY REQUIRED FOR ANY FOR ANY FOR ANY ANY ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE WORK (INCLUDING MAIN EXTENSIONS &/OR SERVICE (INCLUDING MAIN EXTENSIONS &/OR SERVICE (INCLUDING MAIN EXTENSIONS &/OR SERVICE MAIN EXTENSIONS &/OR SERVICE MAIN EXTENSIONS &/OR SERVICE EXTENSIONS &/OR SERVICE EXTENSIONS &/OR SERVICE &/OR SERVICE &/OR SERVICE SERVICE SERVICE TAPS) WITHIN STATE ROW PRIOR TO CONSTRUCTION 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING INTERCEPTOR / OIL WATER SEPARATOR SIZING INTERCEPTOR / OIL WATER SEPARATOR SIZING / OIL WATER SEPARATOR SIZING / OIL WATER SEPARATOR SIZING OIL WATER SEPARATOR SIZING OIL WATER SEPARATOR SIZING WATER SEPARATOR SIZING WATER SEPARATOR SIZING SEPARATOR SIZING SEPARATOR SIZING SIZING SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE & INSTALLATION SPECIFICATIONS SHALL BE & INSTALLATION SPECIFICATIONS SHALL BE INSTALLATION SPECIFICATIONS SHALL BE INSTALLATION SPECIFICATIONS SHALL BE SPECIFICATIONS SHALL BE SPECIFICATIONS SHALL BE SHALL BE SHALL BE BE BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR THE CORPUD FOG PROGRAM COORDINATOR PRIOR THE CORPUD FOG PROGRAM COORDINATOR PRIOR CORPUD FOG PROGRAM COORDINATOR PRIOR CORPUD FOG PROGRAM COORDINATOR PRIOR FOG PROGRAM COORDINATOR PRIOR FOG PROGRAM COORDINATOR PRIOR PROGRAM COORDINATOR PRIOR PROGRAM COORDINATOR PRIOR COORDINATOR PRIOR COORDINATOR PRIOR PRIOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT A BUILDING PERMIT. CONTACT TIM BEASLEY AT A BUILDING PERMIT. CONTACT TIM BEASLEY AT BUILDING PERMIT. CONTACT TIM BEASLEY AT BUILDING PERMIT. CONTACT TIM BEASLEY AT PERMIT. CONTACT TIM BEASLEY AT PERMIT. CONTACT TIM BEASLEY AT CONTACT TIM BEASLEY AT CONTACT TIM BEASLEY AT TIM BEASLEY AT TIM BEASLEY AT BEASLEY AT BEASLEY AT AT AT (919) 250-7825 OR [email protected] FOR 250-7825 OR [email protected] FOR 250-7825 OR [email protected] FOR OR [email protected] FOR OR [email protected] FOR [email protected] FOR [email protected] FOR FOR FOR MORE INFORMATION 12. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE CONTROL PROTECTION DEVICES ARE CONTROL PROTECTION DEVICES ARE PROTECTION DEVICES ARE PROTECTION DEVICES ARE DEVICES ARE DEVICES ARE ARE ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS ON DEGREE OF HEALTH HAZARD INVOLVED AS ON DEGREE OF HEALTH HAZARD INVOLVED AS DEGREE OF HEALTH HAZARD INVOLVED AS DEGREE OF HEALTH HAZARD INVOLVED AS OF HEALTH HAZARD INVOLVED AS OF HEALTH HAZARD INVOLVED AS HEALTH HAZARD INVOLVED AS HEALTH HAZARD INVOLVED AS HAZARD INVOLVED AS HAZARD INVOLVED AS INVOLVED AS INVOLVED AS AS AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC IN APPENDIX-B OF THE RULES GOVERNING PUBLIC IN APPENDIX-B OF THE RULES GOVERNING PUBLIC APPENDIX-B OF THE RULES GOVERNING PUBLIC APPENDIX-B OF THE RULES GOVERNING PUBLIC OF THE RULES GOVERNING PUBLIC OF THE RULES GOVERNING PUBLIC THE RULES GOVERNING PUBLIC THE RULES GOVERNING PUBLIC RULES GOVERNING PUBLIC RULES GOVERNING PUBLIC GOVERNING PUBLIC GOVERNING PUBLIC PUBLIC PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE IN NORTH CAROLINA. THESE GUIDELINES ARE IN NORTH CAROLINA. THESE GUIDELINES ARE NORTH CAROLINA. THESE GUIDELINES ARE NORTH CAROLINA. THESE GUIDELINES ARE CAROLINA. THESE GUIDELINES ARE CAROLINA. THESE GUIDELINES ARE THESE GUIDELINES ARE THESE GUIDELINES ARE GUIDELINES ARE GUIDELINES ARE ARE ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET REQUIREMENTS. THE DEVICES SHALL MEET REQUIREMENTS. THE DEVICES SHALL MEET THE DEVICES SHALL MEET THE DEVICES SHALL MEET DEVICES SHALL MEET DEVICES SHALL MEET SHALL MEET SHALL MEET MEET MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL OF SOUTHERN CALIFORNIA APPROVAL OF SOUTHERN CALIFORNIA APPROVAL SOUTHERN CALIFORNIA APPROVAL SOUTHERN CALIFORNIA APPROVAL CALIFORNIA APPROVAL CALIFORNIA APPROVAL APPROVAL APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH DEVICES SHALL BE INSTALLED AND TESTED (BOTH DEVICES SHALL BE INSTALLED AND TESTED (BOTH SHALL BE INSTALLED AND TESTED (BOTH SHALL BE INSTALLED AND TESTED (BOTH BE INSTALLED AND TESTED (BOTH BE INSTALLED AND TESTED (BOTH INSTALLED AND TESTED (BOTH INSTALLED AND TESTED (BOTH AND TESTED (BOTH AND TESTED (BOTH TESTED (BOTH TESTED (BOTH (BOTH (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE PERIODIC TESTING THEREAFTER) IN ACCORDANCE PERIODIC TESTING THEREAFTER) IN ACCORDANCE TESTING THEREAFTER) IN ACCORDANCE TESTING THEREAFTER) IN ACCORDANCE THEREAFTER) IN ACCORDANCE THEREAFTER) IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL RECOMMENDATIONS OR THE LOCAL RECOMMENDATIONS OR THE LOCAL OR THE LOCAL OR THE LOCAL THE LOCAL THE LOCAL LOCAL LOCAL CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE CONTROL PROGRAM, WHICHEVER IS MORE CONTROL PROGRAM, WHICHEVER IS MORE PROGRAM, WHICHEVER IS MORE PROGRAM, WHICHEVER IS MORE WHICHEVER IS MORE WHICHEVER IS MORE IS MORE IS MORE MORE MORE STRINGENT * EDIT TYPICAL SERVICE SIZE & MATERIAL AS APPROPRIATE

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CITY OF RALEIGH STANDARD UTILITY NOTES

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1 4 DEC 2018

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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE MATERIALS AND METHODS OF CONSTRUCTION SHALL BE MATERIALS AND METHODS OF CONSTRUCTION SHALL BE AND METHODS OF CONSTRUCTION SHALL BE AND METHODS OF CONSTRUCTION SHALL BE METHODS OF CONSTRUCTION SHALL BE METHODS OF CONSTRUCTION SHALL BE OF CONSTRUCTION SHALL BE OF CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE SHALL BE SHALL BE BE BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE WITH THE CITY OF RALEIGH AND THE STATE WITH THE CITY OF RALEIGH AND THE STATE THE CITY OF RALEIGH AND THE STATE THE CITY OF RALEIGH AND THE STATE CITY OF RALEIGH AND THE STATE CITY OF RALEIGH AND THE STATE OF RALEIGH AND THE STATE OF RALEIGH AND THE STATE RALEIGH AND THE STATE RALEIGH AND THE STATE AND THE STATE AND THE STATE THE STATE THE STATE STATE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL SHALL HAVE NORTH CAROLINA ONE CALL SHALL HAVE NORTH CAROLINA ONE CALL HAVE NORTH CAROLINA ONE CALL HAVE NORTH CAROLINA ONE CALL NORTH CAROLINA ONE CALL NORTH CAROLINA ONE CALL CAROLINA ONE CALL CAROLINA ONE CALL ONE CALL ONE CALL CALL CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES PRIOR LOCATE ALL EXISTING UTILITIES PRIOR LOCATE ALL EXISTING UTILITIES PRIOR ALL EXISTING UTILITIES PRIOR ALL EXISTING UTILITIES PRIOR EXISTING UTILITIES PRIOR EXISTING UTILITIES PRIOR UTILITIES PRIOR UTILITIES PRIOR PRIOR PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF SHALL VERIFY THE LOCATION AND DEPTH OF SHALL VERIFY THE LOCATION AND DEPTH OF VERIFY THE LOCATION AND DEPTH OF VERIFY THE LOCATION AND DEPTH OF THE LOCATION AND DEPTH OF THE LOCATION AND DEPTH OF LOCATION AND DEPTH OF LOCATION AND DEPTH OF AND DEPTH OF AND DEPTH OF DEPTH OF DEPTH OF OF OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY UTILITIES AND NOTIFY THE ENGINEER OF ANY UTILITIES AND NOTIFY THE ENGINEER OF ANY AND NOTIFY THE ENGINEER OF ANY AND NOTIFY THE ENGINEER OF ANY NOTIFY THE ENGINEER OF ANY NOTIFY THE ENGINEER OF ANY THE ENGINEER OF ANY THE ENGINEER OF ANY ENGINEER OF ANY ENGINEER OF ANY OF ANY OF ANY ANY ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING OR CONFLICTS PRIOR TO BEGINNING OR CONFLICTS PRIOR TO BEGINNING CONFLICTS PRIOR TO BEGINNING CONFLICTS PRIOR TO BEGINNING PRIOR TO BEGINNING PRIOR TO BEGINNING TO BEGINNING TO BEGINNING BEGINNING BEGINNING CONSTRUCTION. 4. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE SHALL COORDINATE THE LOCATION OF THE SHALL COORDINATE THE LOCATION OF THE COORDINATE THE LOCATION OF THE COORDINATE THE LOCATION OF THE THE LOCATION OF THE THE LOCATION OF THE LOCATION OF THE LOCATION OF THE OF THE OF THE THE THE ELECTRIC, GAS, AND TELEPHONE SERVICE WITH THE GAS, AND TELEPHONE SERVICE WITH THE GAS, AND TELEPHONE SERVICE WITH THE AND TELEPHONE SERVICE WITH THE AND TELEPHONE SERVICE WITH THE TELEPHONE SERVICE WITH THE TELEPHONE SERVICE WITH THE SERVICE WITH THE SERVICE WITH THE WITH THE WITH THE THE THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING UTILITY COMPANY PRIOR TO BEGINNING UTILITY COMPANY PRIOR TO BEGINNING COMPANY PRIOR TO BEGINNING COMPANY PRIOR TO BEGINNING PRIOR TO BEGINNING PRIOR TO BEGINNING TO BEGINNING TO BEGINNING BEGINNING BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS CONTRACTOR SHALL PROVIDE CONDUITS AS CONTRACTOR SHALL PROVIDE CONDUITS AS SHALL PROVIDE CONDUITS AS SHALL PROVIDE CONDUITS AS PROVIDE CONDUITS AS PROVIDE CONDUITS AS CONDUITS AS CONDUITS AS AS AS REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS. 5. THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE PLAN IS DIAGRAMMATIC AND REPRESENTS THE PLAN IS DIAGRAMMATIC AND REPRESENTS THE IS DIAGRAMMATIC AND REPRESENTS THE IS DIAGRAMMATIC AND REPRESENTS THE DIAGRAMMATIC AND REPRESENTS THE DIAGRAMMATIC AND REPRESENTS THE AND REPRESENTS THE AND REPRESENTS THE REPRESENTS THE REPRESENTS THE THE THE APPROXIMATE LOCATION OF UTILITIES UNLESS SPECIFICALLY LOCATION OF UTILITIES UNLESS SPECIFICALLY LOCATION OF UTILITIES UNLESS SPECIFICALLY OF UTILITIES UNLESS SPECIFICALLY OF UTILITIES UNLESS SPECIFICALLY UTILITIES UNLESS SPECIFICALLY UTILITIES UNLESS SPECIFICALLY UNLESS SPECIFICALLY UNLESS SPECIFICALLY SPECIFICALLY SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL COORDINATE THE THE CONTRACTOR SHALL COORDINATE THE THE CONTRACTOR SHALL COORDINATE THE CONTRACTOR SHALL COORDINATE THE CONTRACTOR SHALL COORDINATE THE SHALL COORDINATE THE SHALL COORDINATE THE COORDINATE THE COORDINATE THE THE THE ACTUAL AND PROPOSED LOCATION OF UTILITIES TO AVOID AND PROPOSED LOCATION OF UTILITIES TO AVOID AND PROPOSED LOCATION OF UTILITIES TO AVOID PROPOSED LOCATION OF UTILITIES TO AVOID PROPOSED LOCATION OF UTILITIES TO AVOID LOCATION OF UTILITIES TO AVOID LOCATION OF UTILITIES TO AVOID OF UTILITIES TO AVOID OF UTILITIES TO AVOID UTILITIES TO AVOID UTILITIES TO AVOID TO AVOID TO AVOID AVOID AVOID CONFLICTS. 6. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE SHALL COORDINATE THE LOCATION OF THE SHALL COORDINATE THE LOCATION OF THE COORDINATE THE LOCATION OF THE COORDINATE THE LOCATION OF THE THE LOCATION OF THE THE LOCATION OF THE LOCATION OF THE LOCATION OF THE OF THE OF THE THE THE WATER AND SEWER SERVICE TO THE BUILDINGS WITH THE AND SEWER SERVICE TO THE BUILDINGS WITH THE AND SEWER SERVICE TO THE BUILDINGS WITH THE SEWER SERVICE TO THE BUILDINGS WITH THE SEWER SERVICE TO THE BUILDINGS WITH THE SERVICE TO THE BUILDINGS WITH THE SERVICE TO THE BUILDINGS WITH THE TO THE BUILDINGS WITH THE TO THE BUILDINGS WITH THE THE BUILDINGS WITH THE THE BUILDINGS WITH THE BUILDINGS WITH THE BUILDINGS WITH THE WITH THE WITH THE THE THE BUILDING PLUMBING CONTRACTOR AND THE BUILDING PLANS. 7. ALL MANHOLE AND CLEAN-OUT FRAMES AND ALL MANHOLE AND CLEAN-OUT FRAMES AND MANHOLE AND CLEAN-OUT FRAMES AND MANHOLE AND CLEAN-OUT FRAMES AND AND CLEAN-OUT FRAMES AND AND CLEAN-OUT FRAMES AND CLEAN-OUT FRAMES AND CLEAN-OUT FRAMES AND FRAMES AND FRAMES AND AND AND COVERS/GRATES SHALL BE PAINTED BLACK SEMI-GLOSS SHALL BE PAINTED BLACK SEMI-GLOSS SHALL BE PAINTED BLACK SEMI-GLOSS BE PAINTED BLACK SEMI-GLOSS BE PAINTED BLACK SEMI-GLOSS PAINTED BLACK SEMI-GLOSS PAINTED BLACK SEMI-GLOSS BLACK SEMI-GLOSS BLACK SEMI-GLOSS SEMI-GLOSS SEMI-GLOSS ENAMEL AFTER INSTALLATION. 8. ALL CLEAN-OUTS SHALL BE PROVIDED IN CAST IRON FRAME ALL CLEAN-OUTS SHALL BE PROVIDED IN CAST IRON FRAME CLEAN-OUTS SHALL BE PROVIDED IN CAST IRON FRAME CLEAN-OUTS SHALL BE PROVIDED IN CAST IRON FRAME SHALL BE PROVIDED IN CAST IRON FRAME SHALL BE PROVIDED IN CAST IRON FRAME BE PROVIDED IN CAST IRON FRAME BE PROVIDED IN CAST IRON FRAME PROVIDED IN CAST IRON FRAME PROVIDED IN CAST IRON FRAME IN CAST IRON FRAME IN CAST IRON FRAME CAST IRON FRAME CAST IRON FRAME IRON FRAME IRON FRAME FRAME FRAME AND COVER SIMILAR TO WATER VALVE BOX. PROVIDE HEAVY COVER SIMILAR TO WATER VALVE BOX. PROVIDE HEAVY COVER SIMILAR TO WATER VALVE BOX. PROVIDE HEAVY SIMILAR TO WATER VALVE BOX. PROVIDE HEAVY SIMILAR TO WATER VALVE BOX. PROVIDE HEAVY TO WATER VALVE BOX. PROVIDE HEAVY TO WATER VALVE BOX. PROVIDE HEAVY WATER VALVE BOX. PROVIDE HEAVY WATER VALVE BOX. PROVIDE HEAVY VALVE BOX. PROVIDE HEAVY VALVE BOX. PROVIDE HEAVY BOX. PROVIDE HEAVY BOX. PROVIDE HEAVY PROVIDE HEAVY PROVIDE HEAVY HEAVY HEAVY DUTY FRAME AND COVER IN PAVED AREAS. 9. CONTRACTOR SHALL PROVIDE CONDUITS FOR IRRIGATION CONTRACTOR SHALL PROVIDE CONDUITS FOR IRRIGATION SHALL PROVIDE CONDUITS FOR IRRIGATION SHALL PROVIDE CONDUITS FOR IRRIGATION PROVIDE CONDUITS FOR IRRIGATION PROVIDE CONDUITS FOR IRRIGATION CONDUITS FOR IRRIGATION CONDUITS FOR IRRIGATION FOR IRRIGATION FOR IRRIGATION IRRIGATION IRRIGATION LINES AND SITE LIGHTING UNDER PAVED AREAS.

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2 17 JAN 2019

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3 15 FEB 2019

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S

S

S

T

PARKLAKE AVENUE


REFER TO DWG. NO. PA. 1 FOR GENERAL NOTES

NORTH

PERMANENT LAWN SEEDING:

GL

EN

LA

KE

OF

FIC

E B

UIL

DIN

G V

II4

12

3 &

41

37

PA

RK

LA

KE

AV

EN

UE

RA

LE

IGH

, NO

RT

H C

AR

OL

INA

REMARKSRO

OT

HT

.

QU

AN

.

CA

L.

COMMON NAME

BUILDING VII PLANT LIST

KE

Y

BOTANICAL NAME

TREES

SHRUBS

LANDSCAPE NOTES

SHRUB PLANTING

TREE PLANTINGDWG. NO.

CHECKED BY:

DRAWN BY:

PROJECT:

REVISIONS:

ISSUED:


PLD

23 OCT 2018

MGDRPH

HWDPB7

PRELIMINARYLANDSCAPE

PLAN

PA.6

LANDSCAPE REQUIREMENTS

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TELE.

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ELEC.

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CDB

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CDB

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CDB

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CDB

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EDB

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TDB

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~

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TDB

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TDB

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EDB

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CDB

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EDB

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EDB

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TDB

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TDB

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EDB

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TDB

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TDB

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EDB

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EDB

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T

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CDB

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CDB

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CDB

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CDB

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CDB

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CDB

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S

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3 LEVEL 4 LEVEL

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TREE PROTECTION FENCE & SIGNAGE

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CJ1-7

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FESCUE SOD

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EXIST. 30' LANDSCAPE BUFFER PER ZONING CONDITIONS TO REMAIN UNDISTURBED

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EXIST. 6' HIGH BLACK VINYL CHAIN LINK FENCE (TYP.)

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B.M. 2002, PGS. 322-323

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ASHTON RALEIGH RESIDENTIAL, LLC GLENLAKE GARDENS D.B. 14257, PG. 2201 B.M. 2012, PG. 889 P.I.N. 0795.05-18-6522 ZONED: R-10 W/ PBOD USE: TOWNHOMES

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WAKE COUNTY BOARD OF EDUCATION STOUGH ELEMENTARY SCHOOL D.B. 13625, PG. 1724 B.M. 2001, PG. 1512 P.I.N. 0795.05-19-3132 ZONED: R-4 USE: SCHOOL

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HRLP RALEIGH, L.P. D.B.13659, PG. 1416 LOT 5 B.M. 2002 PG. 389 P.I.N. 0795.05-19-9134 ZONED: NB-CUD W/ PBOD

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QH-1

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BMW-39

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INSTALL CRYPTOMERIA 8.0' FROM BACK OF WALL IN THIS AREA

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FESCUE SOD

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FESCUE SOD

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EXIST. LANDSCAPING TO REMAIN (TYP.)

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EXIST. LANDSCAPING TO REMAIN (TYP.)

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TO-5

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BMG-32

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PM-2

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MGH-6

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IC-7

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LI-2

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BT-16

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IEB-7

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TO-18

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BMG-242

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PROPOSED 4-LEVEL PARKING DECK EXPANSION

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LC-4

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LC-33

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PT-2

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CJ2-12

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PL-68

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PROVIDE MULCH RING FOR EACH INDIVIDUAL TREE/SHRUB IN TPY AREAS

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EXIST. STREET TREES TO REMAIN - 10"±

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DASHED LINE DENOTES CRITICAL ROOT ZONE (TYP.)

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0

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SCALE: 1" = 30'

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B&B

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2"

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2

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8'

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Loblolly Pine

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PT

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Pinus taeda

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6' MIN

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12

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Japanese Cryptomeria

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Cryptomeria japonica 'Radicans'

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CJ2

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B&B

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B&B

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6' MIN

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7

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Emily Brunner Holly

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IEB

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B&B

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6

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14'

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Hasse Magnolia

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MGH

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Magnolia grandiflora 'Hasse'

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B&B

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6

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6' MIN

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Tree Form Burford Holly

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IC

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Ilex cornuta 'Burford'

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CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, CONSTRUCTION ITEMS, ETC.,

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IN LANDSCAPE AREAS DISTURBED BY CONSTRUCTION. LANDSCAPE BEDS SHALL

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BE SCARIFIED TO A DEPTH OF 6" AND GRADED SMOOTH TO ALLOW FOR

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POSITIVE DRAINAGE.

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FINISHED GRADE IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT THEY

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ARE 1" LOWER THAN THE TOP OF THE SURROUNDING CURBS.

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ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND

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DISEASE.

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PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

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LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL

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UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE

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OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND

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ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH

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OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION.

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THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING

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(INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING,

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FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL THE WORK IS

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ACCEPTED IN TOTAL BY THE OWNER.

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THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR

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A PERIOD OF ONE YEAR (OR AS INDICATED IN THE LANDSCAPE SPECIFICATIONS)

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BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL

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PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE

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STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK"

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REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM

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QUALITY REQUIREMENTS FOR PLANT MATERIAL.

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SHRUB BEDS ARE TO BE COMPLETELY COVERED WITH PINE STRAW

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TO A MINIMUM DEPTH OF THREE (3) INCHES.

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GUARANTEE PERIOD.

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MINIMUM DEPTH OF FOUR (4) INCHES BY (5) FIVE FOOT DIAMETER.

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NEW TREES ARE TO BE COMPLETELY COVERED WITH PINE STRAW TO A

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ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT

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BEFORE, DURING, AND AFTER INSTALLATION.

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ALL TREES MUST BE GUYED OR STAKED PER THE DETAIL.

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ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.

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THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON

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THESE PLANS BEFORE PRICING THE WORK.

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14.

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13.

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12.

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11.

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10.

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9.

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8.

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7.

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6.

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5.

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4.

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2.

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1.

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15.

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IRRIGATION PLANS SHALL BE PREPARED BY OTHERS.

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SEASONAL COLOR AREAS SHOWN ON PLANS SHALL CONSIST OF ANNUAL FLOWERING PLANTS THAT WILL PROVIDE SEASONAL VARIETY AND COLOR. PLANT SELECTIONS SHALL BE SUITED TO SITE CONDITIONS AND CAPABLE OF THRIVING IN AREAS SHOWN ON PLANS.

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16.

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TO PROMOTE AERATION AND PERCOLATION IN

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HEAVY SOIL, PLANT ROOTBALL ABOVE EXISTING

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GRADE AS SHOWN.

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PROVIDE AN EARTH SAUCER FOR WATER

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RETENTION.

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BACKFILL WITH 80% PARENT MATERIAL AND 20%

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DECOMPOSED ORGANIC MATERIAL BY VOLUME

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WELL MIXED AS APPROVED BY THE ARCHITECT.

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PROVIDE 6" MINIMUM OF BACKFILL ON EACH SIDE

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OF ROOTBALL TO PROMOTE RAPID REESTABLISHMENT.

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PROVIDE MINIMUM 4" THICK PINE STRAW IN

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PLANTING BEDS OR AS DIRECTED ON PLAN.

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USE 2" X 2" X 6' HARDWOOD STAKES AND #9

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WIRE ENCASED IN RUBBER HOSE FOR STAKING

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WHEN NEEDED OR AS DIRECTED BY ARCHITECT.

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USE TREE WRAP UP TO FIRST WHIRL OF BRANCHES

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ON TREES ABOVE 1-1/2" CALIPER TO PREVENT

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SCALDING.

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TO PROMOTE AERATION AND PERCOLATION IN

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HEAVY SOILS, PLANT ROOTBALL ABOVE EXISTING

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GRADE AS SHOWN.

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BACKFILL WITH 80% PARENT MATERIAL AND 20%

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DECOMPOSED ORGANIC MATTER BY VOLUME

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WELL MIXED.

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PROVIDE 6" MINIMUM OF BACKFILL ON EACH

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SIDE OF ROOTBALL TO PROMOTE RAPID RE-

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ESTABLISHMENT.

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PROVIDE AN EARTH SAUCER FOR WATER

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RETENTION.

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MINIMUM 4" THICK PINE STRAW IN 5'

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DIAMETER CIRCLE OR AS SHOWN ON PLANS.

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B&B

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2"

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2

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8'

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Flowering Apricot

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PM

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Prunus mume 'Peggy Clarke'

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24"

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16

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Barberry

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BT

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Berberis thunbergii atropurpurea

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Ilex x 'Emily Bruner'

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-

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LAWN SEEDING SHALL BE AT THE

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FOLLOWING RATES:

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PER 1000 S.F. OF LAWN AREA:

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3 LBS. TURF TYPE FESCUE "TYPE A"

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3 LBS. TURF TYPE FESCUE "TYPE B"

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(TWO DIFFERENT FESCUES TO BE SELECTED FROM

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VARIETIES RECOMMENDED FOR PROJECT AREA)

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1 LB. KENTUCKY BLUE GRASS

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NOTE: CONTRACTOR SHALL PERFORM A SOIL TEST IN BOTH SEEDED LAWN AND SOD AREAS AND SUPPLEMENT SOIL WITH FERTILIZER, LIME, PEAT, COMPOST, ETC. AS RECOMMENDED BY THE SOIL ANALYSIS PRIOR TO INSTALLATION OF LAWN.

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Thuja occidentalis 'Emerald'

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TO

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Arborvitae

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23

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36" MIN

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15 GAL

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SOD SHALL BE EITHER HYBRID BERMUDA OR TALL FESCUE/BLUEGRASS BLEND. REFER TO PLANS FOR LOCATION.

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24"

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274

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BMG

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Buxus 'Green Velvet'

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Green Velvet Boxwood

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5 GAL

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24" O.C.

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17.

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NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM

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THE OWNER AND/OR THE LANDSCAPE ARCHITECT.

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CONTRACTOR SHALL ATTEMPT TO OBTAIN PLANT MATERIAL FROM REGIONAL

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NURSERIES. IF PLANTS ARE NOT AVAILABLE IN THIS REGION, CONTACT THE OWNER

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AND/OR THE LANDSCAPE ARCHITECT FOR APPROVED SUBSTITUTIONS PRIOR TO

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18.

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PURCHASING FROM REGIONS WHERE USDA PLANT HARDINESS ZONE IS 6 OR LESS.

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B&B

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8'

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2"

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1

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Laurel Oak

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Quercus hemisphaerica

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QH

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Loropetalum chinense 'Ruby'

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LC

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Chinese Witchhazel

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37

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Prunus laurocerasus 'Otto Luyken'

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PL

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Otto Luyken Laurel

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68

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10'

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7

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Japanese Cryptomeria

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Cryptomeria japonica 'Radicans'

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CJ1

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B&B

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B&B

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24"

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5 GAL

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24"

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5 GAL

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24"

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39

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BMW

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Buxus microphylla 'Wintergreen'

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Japanese Boxwood

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5 GAL

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8522-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX ENGR. FIRM LICENSE NO. F-0843

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1 4 DEC 2018

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STREETYARD REQUIREMENTS: 882 L.F. PARKLAKE AVE. 6" TREE CAL. REQ'D PER 50 LF = 882/50 x 6" = 105.8" CAL. REQUIRED 19-9" CAL. EXISTING TREES PROVIDED/EXISTING BUFFER REQUIREMENTS FOR STOUGH ELEMENTARY SCHOOL PROPERTY LINE: 2 SHADE TREES & 11 EVERGREEN TREES PER 100 L.F. REQUIRED 28 EVERGREEN SHRUBS PER 100 L.F. REQUIRED 225 L.F. = 5 SHADE TREES & 25 EVERGREEN TREES REQUIRED/5 AND 26 PROVIDED 225 L.F. = 63 EVERGREEN SHRUBS REQUIRED AND 70 PROVIDED.

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2 17 JAN 2019

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3 18 FEB 2019

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A B C D E F G H J LK

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SCHEMATIC DESIGN10/23/2018ADMINISTRATIVE SITEPLAN SUBMITTAL11/29/2018

ELEVATION LEGEND:

SYMBOLKEY MANUFACTURER DESCRIPTION

A

B

C

D

VIRACON VRE 1-38 VISION GLASS

VIRACON VP1-22 VISION GLASS

VIRACON VRE 1-38 #2HS/HS W/ V933 #4

V933-WARM GRAYVIRASPAN #4

VIRACON VP1-22 #2HS/HS W/V908 #4

V908-GRAY VIRASPAN #4

E VIRACON VE 1-2M CLEAR

F GLAZED IN PRE-FINISHED COMPOSITE ALUMINUMPANEL TO MATCH CURTAINWALL SYSTEM

DESIGN DEVELOPMENT12/14/2018

CD PROGRESS SET01/11/2019

FACADE TRANSPARENCY:

LEVEL 1 45%

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

SOUTH (PARKLAKE AVE.) ELEVATIONSEC. 3.2.5 F AND 1.5.9

51%

64%

64%

64%

ADMINISTRATIVE SITEPLAN RESUBMITTAL01/15/2019

LEVEL REQUIRED PROVIDED

33%

20%

20%

20%

20%

NOTE: USE ABOVE 75'-0" IS A MECHANICALPENTHOUSE AND MECHANICAL ENCLOSUREHOLDING PUMPS, ENERGY RECOVERY UNIT

AND COOLING TOWERS.

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0'-0"(320'-0")

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LEVEL 1

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15'-8"(335'-8")

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LEVEL 2

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30'-4"(350'-4")

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LEVEL 3

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45'-0"(365'-0")

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LEVEL 4

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T/O ROOF @ LOW POINT

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74'-4"(394'-4")

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59'-8"(379'-8")

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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AVERAGE GRADE ELEVATION

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395.58'

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TOP OF BUILDING

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0'-0"(320'-0")

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LEVEL 1

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15'-8"(335'-8")

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LEVEL 2

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30'-4"(350'-4")

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45'-0"(365'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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395.58'

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TOP OF BUILDING

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0'-0"(320'-0")

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15'-8"(335'-8")

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45'-0"(365'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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395.58'

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TOP OF BUILDING

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0'-0"(320'-0")

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LEVEL 1

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15'-8"(335'-8")

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LEVEL 2

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30'-4"(350'-4")

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LEVEL 3

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45'-0"(365'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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395.58'

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TOP OF BUILDING

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KEY PLAN

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2

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3

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SCHEMATIC DESIGN10/23/2018ADMINISTRATIVE SITEPLAN SUBMITTAL11/29/2018


CD PROGRESS SET01/11/2019ADMINISTRATIVE SITEPLAN RESUBMITTAL01/15/2018


AND COOLING TOWERS.

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0'-0"(320'-0")

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LEVEL 1

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15'-8"(335'-8")

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LEVEL 2

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30'-4"(350'-4")

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LEVEL 3

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45'-0"(365'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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395.58'

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TOP OF BUILDING

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ALUMINUM COLUMN COVERS

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GLAZED IN PRE-FINISHED COMPOSITE ALUMINUM PANEL

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PRECAST BASE

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PRECAST JOINT INDICATED WITH DASHED LINE, TYP.

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ARCHITECTURAL PRECAST CONCRETE

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SCUPPER

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SCUPPER

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SCUPPER

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T/O TYP. PARAPET EL. 77'-3 "12"

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0'-0"(320'-0")

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LEVEL 1

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15'-8"(335'-8")

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LEVEL 2

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30'-4"(350'-4")

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45'-0"(365'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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395.58'

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TOP OF BUILDING

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PRECAST BASE

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SCUPPER

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SCUPPER

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PENTHOUSE-DRAINABLE EIFS SYSTEM

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PRECAST BASE

1 2 3 4 5 6 7 8

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DIN

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S

ELEVATION LEGEND:

SYMBOLKEY MANUFACTURER DESCRIPTION

A

B

C

D

VIRACON VRE 1-38 VISION GLASS

VIRACON VP1-22 VISION GLASS

VIRACON VRE 1-38 #2HS/HS W/ V933 #4

V933-WARM GRAYVIRASPAN #4

VIRACON VP1-22 #2HS/HS W/V908 #4

V908-GRAY VIRASPAN #4

E VIRACON VE 1-2M CLEAR

F GLAZED IN PRE-FINISHED COMPOSITE ALUMINUMPANEL TO MATCH CURTAINWALL SYSTEM

SCHEMATIC DESIGN10/23/2018ADMINISTRATIVE SITEPLAN SUBMITTAL11/29/2018 ADMINISTRATIVE SITEPLAN SUBMITTAL11/29/2018




AND COOLING TOWERS.

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0'-0"(320'-0")

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LEVEL 1

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15'-8"(335'-8")

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LEVEL 2

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30'-4"(350'-4")

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LEVEL 3

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45'-0"(365'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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TOP OF HIGH PARAPET

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90'-10"(410'-10")

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319.63'

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395.58'

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TOP OF BUILDING

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PRECAST BASE

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SCUPPER

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SCUPPER

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0'-0"(320'-0")

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LEVEL 4

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74'-4"(394'-4")

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59'-8"(379'-8")

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TOP OF HIGH PARAPET

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319.63'

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395.58'

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TOP OF BUILDING

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GLAZED IN PRE-FINISHED COMPOSITE ALUMINUM PANEL

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PRECAST BASE

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3-COAT STUCCO WITH ELASTOMERIC COATING ON CMU

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SCUPPER

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1

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3A6-03

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LEVEL PB

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-10'-8"

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LEVEL P1

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0'-0"

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LEVEL P2

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11'-8"

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LEVEL P3

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22'-4"

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0'-0"

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LEVEL 1

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15'-8"

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30'-4"

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45'-0"

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74'-4"

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59'-8"

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LEVEL 5

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TOP OF HIGH PARAPET

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90'-10"

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EL. 320.00'

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LEVEL 1

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EL. 319.33'

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LEVEL PB

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MECHANICAL PENTHOUSE

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75'-7"

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ELEVATOR SHAFT

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MECHANICAL PENTHOUSE

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COOLING TOWER/ ENERGY RECOVERY UNIT ENCLOSURE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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OFFICE SPACE

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10'-0"

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10'-0"

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10'-0"

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ELEVATOR PIT

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SCREEN WALL

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SCREENWALL STRUCUTRAL KICKERS, TYP.

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WALKWAY CANOPY

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LOGGIA

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LOGGIA

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ELEVATOR OVERYHEAD

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90'-10"

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T/O HIGH PARAPET

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74'-4"

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TYP.

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TYP.

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TYP.

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SCUPPER

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INSIDE CORNER

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INSIDE CORNER

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INSIDE CORNER

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DRAINABLE EIFS

P2 P1

P5P4P3P2P1

1AP6-01

PAPBPCPDPEPF PZ PY PX PW

2AP6-01

PA PB PC PD PD.6 PEPYPXPW PZ

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P5 P4.5 P4 P3.5 P3 P2.5

P5 P4.5 P4

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SCHEMATIC DESIGN10/23/2018ADMINISTRATIVE SITEPLAN SUBMITTAL11/29/2018 ADMINISTRATIVE SITEPLAN SUBMITTAL11/29/2018


CD PROGRESS SET01/11/2019ADMINISTRATIVE SITEPLAN RESUBMITTAL01/15/2018REVISED PER CITYCOMMENTS02/14/20191

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lenlake 7 O

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, rfrankson, 1:1

AutoCAD SHX Text

324.84'

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AVERAGE GRADE

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LEVEL PB

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-10'-8"(319'-4")

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LEVEL P1

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0'-0"(330'-0")

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LEVEL P2

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11'-8"(341'-8")

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LEVEL P3

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22'-4"(352'-4")

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TOP OF BUILDING

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PAINTED CMU ENCLOSURE

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324.84'

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AVERAGE GRADE

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LEVEL PB

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-10'-8"(319'-4")

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LEVEL P1

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0'-0"(330'-0")

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LEVEL P2

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11'-8"(341'-8")

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LEVEL P3

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22'-4"(352'-4")

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TOP OF BUILDING

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NEW SPANDREL PRECAST

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EXISTING SPANDREL PRECAST BEYOND REMOVED, MODIFIED AND REINSTALLED TO ATTACH TO NEW STRUCTURE

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NEW PRECAST STAIR ENCLOSURE

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324.84'

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AVERAGE GRADE

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LEVEL PB

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-10'-8"(319'-4")

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LEVEL P1

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0'-0"(330'-0")

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LEVEL P2

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11'-8"(341'-8")

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LEVEL P3

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22'-4"(352'-4")

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TOP OF BUILDING

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EXISTING PARKING

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EXISTING PARKING

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EXISTING PARKING

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EXISTING PARKING

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NEW PARKING

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NEW PARKING

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NEW PARKING

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NEW PARKING

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SPANDREL PRECAST

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SPANDREL PRECAST BEYOND SET ON INVERTED "T" BEAM

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SHEARWALL BEYOND

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324.84'

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AVERAGE GRADE

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LEVEL PB

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-10'-8"(319'-4")

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LEVEL P1

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0'-0"(330'-0")

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LEVEL P2

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11'-8"(341'-8")

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LEVEL P3

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22'-4"(352'-4")

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TOP OF BUILDING

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ELEVATOR BEYOND

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RETAINING WALL

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NEW SPANDREL PRECAST

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EXISTING PARKING

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EXISTING PARKING

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EXISTING PARKING

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EXISTING PARKING

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NEW PARKING

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NEW PARKING

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NEW PARKING

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NEW PARKING

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324.84'

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AVERAGE GRADE

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LEVEL PB

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-10'-8"(319'-4")

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LEVEL P1

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0'-0"(330'-0")

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LEVEL P2

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11'-8"(341'-8")

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LEVEL P3

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22'-4"(352'-4")

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TOP OF BUILDING

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CANOPY LEADING TO MAIN BUILDING

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SPANDREL PRECAST

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PAINTED CMU ENCLOSURE

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EXTENTS OF PAINTED SHEARWALL, TYP. PAINT AT LEVEL P3 TO TOP OF RAMP

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%%U LEVEL 2

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11'-8"

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%%U LEVEL P3

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22'-4"

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PAINT INSIDE OF OPENINGS AT SHEARWALL TO TOP OF RAMP

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RAMP

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KEY PLAN

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4

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3

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1

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5

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SR-116-18 Glenlake VII Administrative Action Development ...

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