NCC242483_Site Plan or Location Map_20240815

GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO TOWN OF ZEBULON ENGINEERING DESIGN SPECIFICATIONS AND
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CONSTRUCTION STANDARDS,AND CITY OF RALEIGH FOR WATER AND SANITARY SEWER. 4t,
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2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL(1-800-632-4949)LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING w,_
CONSTRUCTION. e ,,,,,ELL ROAD
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3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES SITE
OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. In/
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CONSTRUCTION PLANS xri°°eta°"'TMa
4. BOUNDARY SURVEY PROVIDED BY CAWTHORNE,MOSS&PANCIERA,P.C. PROFESSIONAL LAND SURVEYORS OF WAKE FOREST NC.
5. EXISTING TOPOGRAPHY WAS PROVIDED BY GEODATA CORP DIGITAL MAPPING SERVICES OF ZEBULON NC.
6. WETLAND SURVEY WAS PROVIDED BY JOYNER KEENY,PLLC PLANNING,SURVEYING&ENGINEERING OF ROCKY MOUNT NC. WARY Ro4D 11. AIME�I Sri-rl-,.
7. ALL CONSTRUCTION SHALL CONFORM TO A.D.A.STANDARDS ZEBULON, NC appN aqoHENN f"I'iS91H L�
8. PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS. CUNNINGHAMR ,� 8522-204 SIX FORKS ROAD
ROAD
RALEIGH, NORTH CAROUNA 27615
9. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. THE DEVELOPER SHALL BE WAKE COUNTY ,Fe Op 919.845.7600 PHONE
RESPONSIBLE FOR PAYING ALL APPLICABLE DEVELOPMENT FEES PRIOR TO CONSTRUCTION DRAWING APPROVAL. 't' 919.845.7703 FAX
10.ALL ROADWAY INFRASTRUCTURE CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS. I Rev arty Rono ENGR. FIRM LICENSE NO. F-0843
11. CONTRACTOR SHALL CONTACT THE TOWN OF ZEBULON TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO BEGINNING iillEW
CONSTRUCTION. - I u5 HIGHWAY set
12.ALL ROADWAY,SIDEWALK AND STORM DRAINAGE IMPROVEMENTS IN ROW OR DEDICATED PUBLIC EASEMENTS WILL BE REQUIRED TO BE15 --� sstlllllllllll//
DEDICATED TO THE TOWN OF ZEBULON AT COMPLETION OF THE PROJECT. ,vv�\\.ARQ///
13.AS-BUILT SITE PLANS FOR ROADWAY AND UTILITY WORK MUST BE SUBMITTED AND APPROVED PRIOR TO FINAL ACCEPTANCE. Off•.• LSS%�.�/'
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RED-LINE LINE DRAWINGS. NORTH I/I
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14.DEVELOPER/OWNER IS RESPONSIBLE FOR CONTRACTING WITH THIRD PARTY NCDOT CERTIFIED TESTING FIRM. THE FIRM MUST BE "� - ��k-i:
He RlcavL•;r:,: ' _APPROVED BY TOWN OF ZEBULON.MATERIAL TESTING IS REQUIRED FOR ALL ROADWAY WORK. FINAL REPORTING AND CERTIFICATION - - - ® 085(SEALED)IS REQUIRED AT COMPLETION OF THE PROJECT BY THE GEO-TECHNICAL ENGINEER. TESTING IS REQUIRED FOR SUBGRADE, H O �' ��•, 'ROADWAY STONE,ASPHALT AND CURB AND GUTTER PER TOWN OF ZEBULON SPECS. iK'�,.......................
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15.ALL CURB AND GUTTER REQUIRES CONCRETE TESTING FOR THE FOLLOWING REQUIREMENTS(SECTION 2.1.1): O VICINITY MAP °9Fi<' �N�'16.i. 4"CONCRETE SLUMP ° NTS ///III Illltt
17.U. TEMPERATURE- 50 AND 90 DEGREES H' ®6.5% /�/� -7 q q
19.iv. STRUCTURAL BREAK TEST TURE RANGE 3.5%T07,1428 DAYS O 3,000PSI LW 28 DAYS Q 8° -" \' `♦ D/-//��
20.v. SAMPLES EVERY 1,000 LF OF CURB AND GUTTER TO ENSURE QUALITY ♦ ♦� SUBDIVISION PLAN INFORMATION
21.vi. MAX WATER-CEMENT RATIO BY WEIGHT: 0.594 .\
22.vii. MINIMUM CEMENT CONTENT(LBS/CY): 602 O O . . 1
23.CONCRETE SIDEWALK TESTING IS NOT REQUIRED; UNLESS CONSTRUCTION INSPECTOR DETERMINES THAT QUALITY IS INFERIOR AND DOES /N ` ♦ , 1. DEVELOPMENT NAME: WEAVER'S POINTEZ
NOT MEET INDUSTRY STANDARDS. CONTRACTOR MUST MAINTAIN A 4"SLUMP FOR ALL SIDEWALK WORK. AIR TEMPERATURES AT O O _,�. \♦ ♦♦ 2. WAKE COUNTY P.I.N.s: 1797701367 O
PLACEMENT MUST BE 40 DEGREES AND RISING.SURFACE TEMPERATURES SHALL BE 50 DEGREES OR GREATER. (SECTION 2.2.2 E) I 1 s ♦
24.ASPHALT CORE SAMPLES SHOULD BE SELECTED EVERY 300 FEET OR MINIMUM OF TWO CORES PER ROADWAY FOR ANALYSIS OF ® ® Q C © O O Oc C/ OO I t is `\ / 3. TOTAL NUMBER OF LOTS: 87 SINGLE FAMILY LOTS(2.0 UNITS/ACRE)
THICKNESS AND DENSITY. ASPHALT MIX SF 9.5 B SHOULD BE COMPACTED TO A MINIMUM OF 92%OF THE MAXIMUM SPECIFIC \i Y 4. TRACT AREA: 43.10 AC
GRAVITY. ASPHALT MIX OF 9.5 A SHOULD BE COMPACTED TO A MINIMUM OF 90%OF THE MAXIMUM SPECIFIC GRAVITY. THE _
CONTRACTOR IS RESPONSIBLE FOR DEVELOPING/CREATING A CHART/MAP OF THE CORED LOCATIONS FOR SUBMITTAL WITH THE "' "- JI v - Y(j6EE OR ' \.. 5. ZONING: R4-C
TESTING.CORES WILL BE RANDOMLY TAKEN ALONG THE LONGITUDINAL DIRECTIONS ACROSS THE ROADWAY BUT NOT WITHIN ONE FOOT A. h I _ -- 6. INSIDE TOWN LIMITS: YES >
OF THE EDGE OF PAVEMENT.THE RESULTS OF THE SAMPLES GREATER THAN TEN FEET APART WILL NOT BE AVERAGED AND USED TO STRE:TA " \ 1
VERIFY COMPLIANCE WITH THE TOWN OF ZEBULON SPECIFICATIONS.(SECTION 2.6.H) O O O O O ® O - ; 7. WATERSHED: REUSE RIVER BASIN Q
25.ROADWAY SUB-GRADE TESTING/INSTALLATION REQUIREMENTS: 98%STANDARD PROCTOR ON ALL SOILS EVERY 300'. ALL LOCATIONS I t 8. DEDICATED STREET RIGHT OF WAY: 6.57 AC. /y�
TESTED SHALL MEET 98%TESTING REQUIREMENTS. AVERAGING OF DENSITY SCORES TO MEET STANDARD IS NOT ALLOWED. SUCCESSFUL I I 0 _ _ ^ 1-T 9. DISTURBED AREA: 38.0 AC. W
PROOF ROLLS REQUIRED FOR ALL SUB-GRADE SOILS.(SECTION 2.5.2 A) O ® O ! tt
26.ROADWAY ABC STONE TESTING/INSTALLATION REQUIREMENTS: 98%STANDARD PROCTOR ON ALL ROADWAY ABC EVERY 150 FEET. ALL i - - ' � - ♦♦ 10. OPEN SPACE PROVIDED 11.9 ACRES
LOCATIONS TESTED SHALL MEET THE 98%TESTING REQUIREMENTS. AVERAGING OF DENSITY SCORES TO MEET STANDARDS IS NOT `---,I I W
® I I 11. PROPOSED IMPERVIOUS SURFACE STREETS/SIDEWALKS= 4.95 AC(INCLUDES GREEWNAY,MAIL KIOSK AND AMENITIES) Cl)VI
ALLOWED. SUCCESSFUL PROOF ROLLS REQUIRED FOR ALL ROADWAY ABC STONE.(SECTION 2.5.3 A) ® ___i l E%IS41NG >
anQ '/ LOTS = 6.99 ACi(3,500 SF/LOT)
{� WEAVERS POND
27.IF THE ROADWAY SUBGRADE OR ROADWAY STONE IS EXPOSED TO PRECIPITATION(RAIN,SNOW,ICE, ETC.)GREATER THAN 0.10 OF AN / // / ® O �__ SUBDIVISION TOTAL = 11.94 ACt LLI N
INCH BEFORE IT IS COVERED WITH ABC STONE OR ASPHALT THE EXPOSED SUBGRADE OR ABC STONE MUST PASS AN ADDITIONAL ® / 1 ---1 li
PROOF ROLL ADDITIONAL DENSITY IS NOT REQUIRED. / / I I 12 FEMA INFORMATION THE SITE IS NOT WITHIN A FEMA FLOOD ZONE PER I . O
/ ® -- MAPS # 3720179700K - PANEL 1797
28.IMPERVIOUS SURFACE COVERAGE SHALL NOT EXCEED IMPERVIOUS SHOWN ON THE LOT. IMPERVIOUS SURFACE LIMITS WILL BE STRICTLY O ' �_ I /'' EFFECTIVE DATE 07/19/2022 Z O
ENFORCED INTO PERPETUITY. ® // // © / // I _y _--
O ,,/ ° rs O °° /' 1 - -_ -` 13. DEVELOPER: GREYHILL DEVELOPMENT, LLC
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9 f \ 9381 BARTONS CREEK RD
29.PRIOR TO BUILDING PERMITS A PLAT MUST BE RECORDED AT THE WAKE COUNTY REGISTER OF DEEDS OFFICE FOR ALL UTILITY OA \J�.
EASEMENT DEDICATIONS. /, // O er/0 �--� `♦♦ RALEIGH NC 27615-9705 0
ZONING CONDITIONS � II (TIN: R-8956 (PHONE) A U
sr / / O / ® �, ® _ `♦ ATTN: GREY BERRY- FUTRELL DEVELOPMENT, LLC.
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// \ 14. OWNER: GREYHILL DEVELOPMENT, LLC
1. ALL LOTS SHALL BE A MINIMUM OF 8,700 SQUARE FEET. 15.PORCHES:FRONT PORCHES SHALL EXTEND BEYOND THE FRONT PLAIN OF ® / Oc r ® ` f 9381 BARTONS CREEK RDCC CC
2. ALL LOT WIDTHS SHALL BE A MINIMUM OF 70'. THE GARAGE ON 30%OF THE HOMES CONSTRUCTED.FRONT PORCHES �, 7 Oa / \--- /�\ RALEIGH NC 27615-9705 Z
3. ALL DWELLINGS WILL HAVE A MINIMUM TWO-CAR GARAGE, SHALL BE ALLOWED TO EXTEND BEYOND THE FRONT SETBACK OF THE / / / - - - - - ./< \ [phone] (PHONE) w O
4. GARAGE DOORS WILL HAVE WINDOWS AND CARRIAGE HARDWARE. BUILDING ENVELOP A MAXIMUM OF 10'. ® /: '/ Q O ii OO ♦ ATTN: GREY BERRY- FUTRELL DEVELOPMENT, LLC. >
5. GARAGES:GARAGE DOORS SHALL BE RECESSED BEHIND THE FRONT 16.ALL HOMES WILL HAVE A REAR PATIO OR DECK OF AT LEAST 100 SQUARE /. /
PLANE OF THE HOME A MINIMUM OF 8".WHERE A HOME PROVIDES A FEET. - - el I - - 15. CONTACT PERSON PIEDMONT LAND DESIGN, LLP Q
FRONT PORCH,THE GARAGE MAY EXTEND BEYOND THE FRONT PLANE OF 17.ACCESSORY BUILDINGS SHALL BE CONSTRUCTED OF MATERIALS THAT I ® ilj O - - - ♦♦,� c/o MIKE SCHNEIDER Q
THE HOME,PROVIDED THE FRONT PORCH EXTENDS BEYOND THE FRONT MATCH THE SINGLE-FAMILY DWELLING. H ® I 8522-204 SIX FORKS ROAD W
PLAIN OF THE GARAGE A MINIMUM OF E. 18.IN ORDER TO PROMOTE VARIATION IN HOME APPEARANCE,NO FRONT ® `�° m _ ' (( (( 27615 2
�. _ETC .<. O '7' \ s ". , ♦� f9ke3®Bedmon003 tics CAROLINA w
I RALEIGH NORTH
6. THE HOMES CONSTRUCTED SHALL HAVE A MINIMUM OF 30%THAT WILL ELEVATION OR PRIMARY SIDING COLOR SHALL BE CONSTRUCTED WITHIN NE) CO
CONTAIN EITHER FRONT PORCHES THAT WRAP AROUND THE CORNER OF TWO HOUSES OF AN IDENTICAL ELEVATION OR PRIMARY SIDING COLOR ® .� STIR 19 845 7703 FAX uj
THE FRONT FACADE OR SIDE-LOADED GARAGES.THE HOMES ON THE SAME SIDE OF THE STREET OR ACROSS THE STREET.FOR CORNER ,j n l \ , p' i9n.com (E-MAIL) O I�
CONSTRUCTED WITH SIDE-LOADED GARAGES AND"J"DRIVEWAYS SHALL LOTS,NO IDENTICAL ELEVATION OR PRIMARY SIDING COLOR WILL BE ® \ '„2,,,_-- - , I V
BE ALLOWED A SIDE SETBACK OF 5'. CONSTRUCTED DIAGONALLY ACROSS AN INTERSECTION. \ ' °
7. FOR ALL LOTS,THE ENTIRE YARD WILL BE SODDED. 19.HOMEOWNERS ASSOCIATION WILL NOT ALLOW ANY RENTAL HOMES. o O O° Q O O / \� •\ 1 1 i' DRAWING INDEX BUILDING SETBACKS
8. EXTERIOR BUILDING MATERIALS:EXTERIOR SIDING WILL BE PRIMARILY THIS RESTRICTION SHALL BE RECORDED IN HOA COVENANTS, - / ll -wO - - 1 /
FIBER CEMENT WITH BRICK OR STONE ACCENTS.THE USE OF VINYL CONDITIONS AND RESTRICTIONS.HOA SHALL BE REQUIRED TO OO 0 1 \ /
SIDING SHALL BE PROHIBITED,EXCEPT FOR TRIM ELEMENTS OF THE ANNUALLY REPORT HOMEOWNER STATUS TO THE TOWN OF ZEBULON. --------- \ �� / SITE 1 COVER SHEETISSUED: 02 FEB 2024
_r Tr • STRRET SETBACK: 30'- SEE ZONING CONDITION#15.
DWELLING UNIT FACADE.SIDING STYLES WILL INCLUDE HORIZONTAL, 20.HOMEOWNERS ASSOCIATION SHALL BE OPERATIONAL PRIOR TO THE T I I I r , I �T �Tl T� T1 T o - -- _ 1. \-�� \ SITE 2 EXISTING CONDITIONS PLAN REARSIDE YARD:
YARD: 10' - SEE ZONING CONDITION #6.
SHAKE,OR BOARD AND BATTEN DESIGN.AT LEAST TWO(2)OF THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. T rc -I \\\ SITE 3 OVERALL SITE PLAN
MASONRY FOLLOWING
SHALL, USED Y EACH,ST NFIE VENEER,
21 ADVISOR BARHOMEOWNERS N AT25%RESDE OCCUPIED,ONOCIATION SHALL APPOINT ONE E TO THE I I II II I I I I I I I I I I I EXISTING i i Op -- I ♦ I I I \ \ • �� SITE 5 DETAILED SITE PLAN SHEET 2 OF 2 REVISIONS:
SITE 4 DETAILED SITE PLAN SHEET 1 OF 2
MASONRY BRICK,BRICK VENEER MASONRY STONE,STONE VENEER OR ADVISORY BOARD RESIDENT AT 75%OCCUPIED,ONE RESIDENT AT 50% IL � 1� II II II WEAVERS guBDli ISIQND I I a -J ` I I I `` f 1 1 7 APRIL 2024
9. FOUNDATIONS:FOUNDATIONS SHALL BE RAISED ABOVE THE FINISHED 22.ALL INDIVIDUAL WATER BOOSTER PUMPS SHALL BE DESIGNED AND I 1 �I SITE 6 OVERALL GRADING AND DRAINAGE PLAN Q
GRADE-AS MEASURED ALONG THE FRONT,STREET FACING FINISHED INSTALLED IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND II- IC.,_ I ,-\ \ I SITE 7 DETAILED GRADING AND DRAINAGE PLAN SHEET 1 OF 2
GRADE OF THE BUILDING PAD-A MINIMUM OF IB".FOUNDATION TYPES SPECIFICATIONS MANUAL -I� /--� - ,p, K = Pj --1___
i SITE 8 DETAILED GRADING AND DRAINAGE PLAN SHEET 2 OF 2 PER TOWN/WAKE COUNTY REVIEW
MAY INCLUDE:STEM WALL,RAISED SLAB,OR CRAWL SPACE. 23.ALL HOME DESIGN AND CONSTRUCTION SHALL CONFORM TO SECTION 5.2 T / I T T l W�--- I ' \ i Q
10.AMENITIES WILL INCLUDE A DOG PARR WALKING TRAILS,AND OF THE TOWN OFZEBULON'S UNIFIED DEVELOPMENT ORDINANCE. I I 1 __� i 3 , j%=\ -� I li SITE 9 OVERALL UTILITY PLAN 2 08 DUNE 2024
MAINTAINED OPEN SPACE.ALL OPEN SPACE AND AMENITIES WILL BE 24.NO CERTIFICATE OF OCCUPANCY SHALL BE ISSUED FOR ANY NEW I _-- f-----j --- i - SITE 10 DETAILED UTILITY PLAN SHEET 1 OF 2
MAINTAINED BY THE HOA RESIDENCES LOCATED NORTH OF YULEE DRIVE(AS EXTENDED THROUGH 1 I I -7 s r -----I - / \f\� \ - i\ SITE 11 DETAILED UTILITY PLAN SHEET 2 OF 2 PER TOWN/WAKE COUNTY REVIEW
E II.A MINIMUM OF 8"ROOF OVERHANG SHALL BE PROVIDED ALONG THE THE PROPERTY)UNTIL THE EARLIER OF THE TOWN OPENS A PROPOSED SITE 12 STAGE ONE EROSION CONTROL PLAN Q
A.
FRONT AND BACK OF EACH DWELLING UNIT. NEW FIRE STATION AT W.JUDD STREET;OR,(ii)SEVEN(7)YEARS FROM w b.mr.ae crwer Perm,d mo-
r.aenl.t 11 JULY 2024
04 12.A 10-FOOT UNDISTURBED BUFFER WILL BE MAINTAINED AROUND THE THE DATE OF THE APPROVAL OF THE REZONING. VICINITY MAP SITE 13 STAGE TWO EROSION CONTROL PLAN PER TOWN OF COMMENTS
DEVELOPMENT.WHERE EXISTING PLANTS DO NOT MEET THE SITE 14 STREET A PLAN AND PROFILE The City of Raleigh consents to the connection and extension of the City's Public Sewer
REQUIREMENTS OF THE UDO,PLANTINGS WILL BE SUPPLEMENTED TO SCALE 1"=200 SITE 15 STREET B PLAN AND PROFILE System as shown on this plan.The material and Construction methods used for this project
MEET THE REQUIREMENT. SITE 16 STREET C PLAN AND PROFILE SHEET 1 OF 2 shall conform to the standards and specifications of the City',Public UtilitiesHandbook.
N 13.THE REQUIRED DECORATIVE FEATURES FOR EACH HOME CONSTRUCTED SITE 17 STREET C PLAN AND PROFILE SHEET 2 OF 2 City of Raleigh Public Utilities Department Permag
SHALL CONTAIN AT LEAST ONE OF THE FOLLOWING:A DECORATIVE SITE 18 LANDSCAPE, LIGHTING AND SIGNAGE PLAN SHEET 1 OF 2TN,City of Raleigh consents to the connection and extension of the City's Public Water
FRONT DOOR(MINIMUM 25%GLAZING);WINDOW TRANSOM,DOOR SITE 19 LANDSCAPE, LIGHTING AND SIGNAGE PLAN SHEET 2 OF 2 system es shown on this plan.The material and Construction methods used for this project
SIDELIGHTS,OR DOOR TRANSOM. shall conform tome standards end specifications of the City's Public Utilities Handbook.
• 14.WINDOW TREATMENTS:WINDOWS ON FRONT ELEVATIONS SHALL OFFER L4.01 PARKING LOT AND SCM LANDSCAPING NORTH City of Raleigh Public Utilities Department Permits
EITHER TRIM OR SHUTTERS.TRIM ALONG HEADERS AND SILLS SHALL BE L4.02 PARKING LOT AND SCM LANDSCAPING NORTH The cryofRaleign conaemamtne connection to its Public sewer System end extension
A MINIMUM OF 3"WIDE.SHUTTERS ARE DECORATIVE AND MAY OR MAY L9.01 LANDSCAPE DETAILS Thee collection system on thisplan.Se er Syslaa and
ewctiion
A. NOT BE"OPERATIONAL".SHUTTERS SHALL HAVE A MINIMUM WIDTH OF private sewer co y
j 18" SITE 20 STORM DRAINAGE SCHEDULES methods used for this project shall conform to the standards and specifications of the City's
O SITE 21 SCM 1 DETAILS & PLANTING PLAN Public Utilities Handbook.
0 SITE 22 SCM 2 DETAILS & PLANTING PLAN City of Raleigh Public Utilities Department Permits
LOT QUANTITIES PUBLIC STORM QUANTITIES PUBLIC WATER QUANTITIES SITE 23-33 DETAILS
LOTS QUANTITY SIZE LENGTH SIZE LENGTH Public
a ATTENTION CONTRACTORS Water Distribution/Extension System
-o SINGLE FAMILY 87 LOTS 15" 875 LF 8"DIP 1,883 LF The City of Raleigh consents to the connection and extension of
° EROSION CONTROL, STORMWATER the C ostructionmetoystemdsohown anect this plan.The materialth
m 12"DIP 2,898 LF The Contractor responsible for the extension of water, and Construction methods used for This project shall conform to the
on
18" 347 LF sewer,and/or reuse,as approved in these plans,is standards and specifications of the Ciys Public Utilities Handbook.
24" 1,277 LF NUMBER OF SERVICE CONNECTIONS=87 NUMBER OF STUBS = 2 AND FLOODPLAIN MANAGEMENT responsible for contacting the Public Utilities Inspector at
30" 537 LF
AR NUMBER OF MAIN TIE-IN POINTS= 2 919-996-3245 or City of Raleigh W-4115
3 = Public Utilities Department Pennil M
o PUBLIC STREET QUANTITIES TOTAL 3,036 LF NUMBER OF SERVICE ABANDONMENTS=0 https://cityworks.raleighnc.gov/pucontractors/New and
a
Li" - - APPROVED schedule a Pre-construction meeting prior to beginning any Authorization to Conatmd Sea digital signature
PUBLIC SEWER QUANTITIES DRAWN BY: JET
STREET LENGTH construction.
HOA STORM QUANTITIES SIZE PHASE 7 EROSION CONTROL❑ SEC- Raleigh Water must be contacted at(919)996-4540 at least CHECKED BY: MLS
N STREET A 1,329885 LF twenty-four hours prior to beginning any work activity
o, STREET B LF SIZE LENGTH around critical water and sewer infrastructure. PROJECT: FDCWP9
STREET C 2,589 LF 8"DIP 1,425 LF STORMWATER MGMT.❑SWF- Public
CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
o
15" 1,752 LF Failure to notify the Divisions in advance of beginning Sewer Collection/Extension System
0 8"PVC 2,773 LF construction,will result in the issuance of monetary fines, Electronic Approval:This approval is being issued electronically.This approval is valid only upon the The city of Raleigh consents to the connection and extension of
6" 566 LF FLOOD STUDY ❑ SWF- ay me Ci
STREET LIGHT QUANTITIES signaueofaCityofRaleigh Review OtTicerbelow.The Citywill retain acopyof the approvedplans.Any public
d 24" 295 LF TOTAL 4,198 LF and require reinstallation of any water or sewer facilities and Combustion methods used for this project shall coMOrm to the
AR inspected as a result of this notification failure.not work authorized by this approval must proceed in accordance with the plans kept on file with the City.This standards and specifications of the City's Public Utilities Handbook.
o TYPE QUANTITY 30" 229 LF NUMBER OF SERVICE CONNECTIONS = 87 DATE electronic approval may not be edited once issued.Any modification to this approval once issued will COVER SHEET
A.
STREET LIGHTS 19 TOTAL 2,842 LF NUMBER OF STUBS = 0 Failure to call for Inspection,install a downstream plug, invalidate this approval. City of Raleigh S-5459
NUMBER OF MAIN TIE-IN POINTS=2 have permitted plans on the jobsite,or any other violation Public Utilities es Deparbnent Poo110
NUMBER OF SERVICE ABANDONMENTS=0 - of City of Raleigh Standards will result in a fine and City of Raleigh Development Approval Authorization to Comwd See digital signature
'Ni' C ,_a possible exclusion from future work in the City of Raleigh. c
ENVIRONMENTAL CONSULTANT SIGNATURE DWG.NO. SITE 1
a `^""'" Raleigh Water Review Officer
62 NUMBER OF BEDROOMS=348
PROPOSED SEWER FLOW=348 X 75 GPD/BR=26,100 GPD