NCC240047_Site Plan or Location Map_20240108

DowSign Envelope ID:07188FA3-2D46-4D69-B968-1A62821F5212
OAK MANOR ( PHASE 4 _ 5 ) �,,,4.` tCAROljr''.
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SUBDIVISION CONSTRUCTION DRAWINGS .rrtttrt"'12;6/2D23 z
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TOWN OF GARNER, WAKE COUNTY, NORTH CAROLINA
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SITE DATA MASTER PLAN NUMBER: PD-MP-19-02 . t3
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PROJECT: OAK MANOR(BETHEL PHASE 4-5) SUBMITTAL DATE: 11 AUGUST 2023 a LL z m z (�
GENERAL NOTES
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SITE ADDRESS: 1900 NEW BETHEL CHURCH ROAD _ a x ? a CC
GARNER,NC 27529 •a��/ T T l z W; z 0
•��� RB / 1. FIELD TOPOGRAPHIC SURVEY PREFORMED BY TIMMONS ON JULY 7TH,2020 AND SEPTEMBER 20,2021. 3 2 4 0n W LL
ENGINEER: TIMMONS GROUP • •�•• R��RRL i `. g g 2 LL o W
5410 TRINITY ROAD,SUITE 102 45111,8 11111111111 i •' Q 2. THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER PRIOR TO ANY DIGGING. a `2 z (I)
RALEIGH,NC 27607 •�•� �IIIj iiII , � ?a Q M
PHONE:[phone] 1���� nniu0 rl o IImo�. r = 3. ALL PUBIC WATER IMPROVEMENTS SHALL CONFORM TO ALL CITY OF RALEIGH PUBLIC UTILITIES DEPT. ~ I-m w
FAX:[phone] 1•�•11 vn ���fi�� u AND NCDEQ PWS STANDARDS AND SPECIFICATION.ALL SANITARY SEWER IMPROVEMENTS SHALL0
MIKE ZACCARDO,PE • • ••;Iquuutirki ��
• • •• o CONFORM TO ALL CITY OF RALEIGH PUBLIC UTILITIES DEPT.AND NCDEQ DWQ STANDARDS AND Z
••••••>ROuy00nN1 AsO w SPECIFICATION. r O
EMAIL:MIKE.ZACCARDO TIMMONS.COM • •
@ ;•�. oiolurrtmgl
PROPERTY OWNERS: • • nmolurournnl
DEVELOPER: MERITAGE HOMES MERITAGE HOMES OF THE CAROLINAS INC •••••�,JrOrrrrrrmirnrrf • 0
3300 PARAMOUNT PARKWAY,SUITE 120 rnuinmr !J ���� 4. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES vi
••••• S��II 4 '. PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BEFORE }
MORRISVILLE,NC 27560 ♦ • •
3300 PARAMOUNT PARKWAY,SUITE 120 it ill• �j� o
PHONE:[phone] • • • • III PERFORMING WORK IN THE AFFECTED AREA. i
EMAIL:[e-mail] MORRISVILLE,NC 27560 ill ,�4', //':��III Q
• I"jfg// .81/7 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,ABOVE AND r Z
PIN:1629004702 //�� F _
ZONING: PRD C7 =6/8/// 1t1'6 Us BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. w
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TOWNSHIP: ST.MARY'S • r `�����M :`., O w
U II •`Aid, �P 6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL = a J
PROPOSED USE: RESIDENTIAL NOTES: jj1/�`/I"�///// y= APPLICABLE SAFETY REGULATIONS. a o
TOTAL TRACT AREA: 167.53 ACRES 1. CONTACT THE NORTH CAROLINA ONE //lf//j/// /�: i
CALL CENTER BEFORE DOING ANY We c�•�1�II, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST COLLAPSE AND cS DATE
TOTAL PHASE 4-5 AREA: 57.64 ACRES ry//j\/I , SHALL PROVIDE BRACING,SHEETING,OR SHORING AS NECESSARY.TRENCHES SHALL BE KEPT DRY
DIGGING.1-800-632-4949. `y . ` 12/06/2023
> o WHILE PIPES ARE BEING PLACED,DEWATERING SHALL BE USED AS REQUIRED,AND PERMITTED A
TOTAL PHASE 4-5 DISTURBED AREA: 50.00 ACRES 2. PLEASE CONTACT TOWN OF GARNER 1 � � o
,' ce I THROUGH LOCAL GOVERNMENT AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT 52 DRAWN BY
EXISTING IMPERVIOUS AREA: 0 ACRES ENGINEERING INSPECTOR AT Q� z
p? �� by REGULATIONS AT THE SOLE COST OF THE CONTRACTOR.
[e-mail] C.GOV am, . • _ �. 331
PHASE 4-5 IMPERVIOUS AREA: 23.94 ACRES(41.53%) TO SCHEDULE A PRE-CONSTRUCTION naG� /TOTAL TRACT IMPERVIOUS AREA: 62.79 ACRES(37.47%) MEETING PRIOR TO OBTAINING ' j�) t'4
8. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORKBEING PERFORMED IN THE AREA BY PROPOSED NUMBER OF UNITS: 229 BUILDING PERMITS FOR THIS PLAN. . NECESSARY FOR THE CONTRACTOR OTO COORDTHER INATE AND SCHEDULE HIS ACTIVITIES,CTORS AND UTILITY COMPANIES.IWHERET WILL BE •• 331
JII LIN ���' - NECESSARY,WITH OTHER CONTRACTORS AND UTILITY COMPANIES. • CHECKED BY
GARNER QUANTITIES-PHASE 4 GARNER QUANTITIES-PHASE 5 I L IVI 9. PIPE SPECIFICATIONS SHALL CONFORM TO TOWN OF GARNER,CITY OF RALEIGH PUBLIC UTILITIES DEPT. Mvz
PUBLIC STREETS 3,991 LF PUBLIC STREETS 3,212 LF . ' STANDARDS. • • SCALE
LF PUBLIC SIDEWALKS 4,984 LF LF PUBLIC SIDEWALKS 3,782 LF ''�. '` ^ A.)WATER MAINS: 0 N/A
B OFSCM's 1 8OFSCM's 0 / \
C-150 DUCTILE IRON PIPE •
rT� B.)WATER SERVICE:
RALEIGH PUBLIC UTILITIES QUANTITIES-PHASE 4 RALEIGH PUBLIC UTILRIES QUANTITIES-PHASE 5 RALEIGH PUBLIC SEWER FLOWS 3 3„ •
SOFT COPPER TYPE'K'1"x 4'x 4 -CITY OF RALEIGH DETAIL W-23
12"PUBLIC WATERMAIN 1,143 LF 12"PUBLIC WATERMAIN 0 LF PHASE LOTS(ALL4BR) FLOW(@75GPD/BR) VICINITY MAP C.)SANITARY SEWER MAINS: 0
8"PUBLIC WATERMAIN 2,008 LF 8"PUBLIC WATERMAIN 2,277 LF 4 141 42,300 3'-5'DEPTH:C-350 DUCTILE IRON PIPE(CLASS I BEDDING)
6"PUBLIC WATERMAIN 845 LF 6"PUBLIC WATERMAIN 1,505 LF _ 5 88 26,400 5'-12'DEPTH:SDR 35
PRIVATE WATERMAIN 0 LF PRIVATE WATERMAIN 0 LF TOTAL: 68,700 12'-20'DEPTH:SDR 26
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8"PUBLIC SDR 35 SANITARY SEWER 2,239 LF 8"PUBLIC SDR 35 SANITARY SEWER 2,787 LF >20'DEPTH:DIP
8"PUBLIC SDR 26 SANITARY SEWER 1,074 LF 8"PUBLIC SDR 26 SANITARY SEWER 102 LF rO D.)SANITARY SEWER SERVICE:
8"PUBLIC DIP SANITARY SEWER 502 LF 8"PUBLIC DIP SANITARYSEWER 746 LF Meritage1EIIOi'TiTiES WHEN TAPPING MAIN IS PVC:C900 OR SDR 35 PVC,SCH.40.MIN 4'PER FOOT SLOPE.
PRIVATE SANITARYSEWER 0 LF PRIVATE SANITARYSEWER 0 LF PER CITY OF RALEIGH DETAIL S-30,S-31 -
8 WATER STUBS 1 it WATER STUBS o WHEN TAPPING MAIN IS DUCTILE IRON:DUCTILE IRON WITH MIN.a PER FOOT SLOPE. D i
k3/4"DOMESTIC WATER METERS 88 8 3/4"DOMESTIC WATER METERS 141 CORPORATION PER CITY OF RALEIGH DETAIL S-30,S-32 /1
9 IRRIGATION METERS 0 8 IRRIGATION METERS 0 SERVICE RISERS PVC DOWN TO 15'THEN DUCTILE IRON LC)
84"SEWER CLEANOUTS 88 84"SEWER CLEANOUTS 141 E.)SANITARY SEWER MANHOLES: CV m
DEPTHS 0'-12': 4'DIAMETER En 1 e
ZONING CONDITIONS DEPTHS 12'-20': 5'DIAMETER OLD - .,
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DEPTHS >20": 6'DIAMETER
L. PERMITTED USE TABLE: U W J 4
10. FINE LOT GRADING TO BE PROVIDED BY OTHERS. O �
USE CATEGORY SPECIFIC USE PRD Cl cid (/1 Q
HOUSEHOLD LIVING SINGLE-FAMILY DETACHED P' Sheet List Table C7.7 BRIDGER DRIVE PLAN&PROFILE(STA.17+00 TO 23+50) 0 v) U
SINGLE-FAMILY SUBDIVISION P" C7.8 DESCHUTES DRIVE PLAN&PROFILE(STA.10+00 TO 19+00) z
Sheet Number Sheet Title I- Ce 7a
2. ANY FORM OF GROUP LIVING PROTECTED BY STATE OR FEDERAL STATURE FOR USE IN SINGLE FAMILY DWELLINGS SHALL BE
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C7.9 KLAMATHDRIVEPLAN&PROFILE(STA.IO+OOT021+50) GENERAL CONTRACTORti2 = W a
PERMITTED ACCORDING TO THE SPECIFIC USE STANDARDS OF THE GARNER UNIFIED DEVELOPMENT ORDINANCE. C0.0 COVER O
3. THREE SINGLE FAMILY PRODUCT TYPES SHALL BE OFFERED,ONE SHALL BE A MASTER DOWN SINGLE FAMILY. C1.0 EXISTING CONDITIONS C7.10 OTTAWA DRIVE PLAN&PROFILE(STA.10+00 TO 16+50) PRIOR TO BEGINNING ANY CONSTRUCTION,FIELD ATTENTION CONTRACTORS z a z o
4. THE MAXIMUM DENSITY SHALL NOT EXCEED 3.5 DWELLING UNITS PER ACRE WITHOUT MODIFICATIONS TO THE MASTER PLAN AS The Construction Cpntmnorres ble for the exteneian of water, 11J $o
OUTLINED IN THIS DOCUMENT,THE BETHEL DESIGN GUIDELINES&STANDARDS. C2.01 SITE PLAN NOTES&DETAILS C7.11 KARLOV ROAD PLAN&PROFILE(STA.10+00 TO i6+00) SURVEY SHALL VERIFY LOCATION,DEPTH,SIZE, sewer,androrreuse,as approved nothese plane,is responsible for H Z U
5. A DEVIATION OF GREATER THAN 20%IS REQUESTED REGARDING SECTION 6.12.A SINGLE FAMILY LOT SIZES IN PRD C7.12 KARLOV ROAD PLAN&PROFILE(STA.16+00 TO 24+00) MATERIAL,AND CONDITION OF ALL EXISTING contacting the Public Works Department at(919)996-J409,and J 0,/ = m
DEVELOPMENTS.THIS SECTION REQUIRES SIXTY PERCENT 60/OF ALL SINGLE FAMILY LOTS TO BE AT LEAST 12,000 SF AND C2.0 OVERALL SITE PLAN LL O a
( ) UTILITIES.IN CASE OF CONFLICT OR IF DIFFERENT the Public UtllltlesDeparnnentatryl9)996-4s4aeueeat
FORTY PERCENT 40% MEETING A 9,000 SF LOT SIZE.575 SINGLE FAMILY LOTS ARE PROPOSED.A DEVIATION ALLOWING 230 C2.1 DETAILED SITE PLAN-SHEET 1 OF 2 C8.0 SANITARY SEWER PLAN OUTFALL PLAN&PROFILES men hours to beginning of their construction. U
( ) THAN PLAN,NOTIFY ENGINEER afar prior g genyo
LOTS OF FORTY PERCENT(40%)OF THE SINGLE FAMILY LOTS TO BE 6,000 SF OR LARGER INSTEAD OF 12,000 SF IS PROPOSED,A C8.1 STORM SEWER OUTFALL(SHEET 1 OF 2) z O Y g
g FIFTY PERCENT(50"/e)REDUCTION IN SIZE AND 345 LOTS OR SIXTY PERCENT(60"/0)OF SINGLE FAMILY LOTS TO BE 4,255 SF OR C2.2 DETAILED SITE PLAN-SHEET 2 OF 2 Failure to notify both City Departments in advance of beginning JZ Q .-
C8.2 STORM SEWER OUTFALL(SHEET 2 OF 2) CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL construction,will result in the issuance of fines,and require .76
8 LARGER INSTEAD OF 9,000 SF,AN APPROXIMATE FIFTY THREE PERCENT(53%)REDUCTION.HAVING SMALLER LOTS REDUCES C3.0 OVERALL UTILITY PLAN 1 O
APPROVED reinstallation of any water or
MATERIALS ORDERED PRIOR TO
THE REQUIRED YARD MAINTENANCE BY HOMEOWNERS AND PRESERVES GREATER RECREATION AND USABLE OPEN SPACE - FINAL, sewer facilities not inspected as a mutt Q i
C3.1 DETAILED UTILITY PLAN-SHEET 1 OF 2 C9.0 OVERALL LANDSCAPE PLANof this notification failure. g o
AREAS AND COMMON SPACE AREAS. PLANS THAT ARE RELEASED FOR CONSTRUCTION, Q w c
n 6. A DEVIATION OF GREATER THAN 20%IS REQUESTED FOR SECTION 6.12.A BUILDING SETBACKS FOR A PRD DEVELOPMENT.LOT C3.2 DETAILED UTILITY PLAN-SHEET 2 OF 2 C9.1 DETAILED LANDSCAPE PLAN-SHEET 1 OF 2 AND IS RESPONSIBLE FOR MAKING ALL ZU z z 2
Failure to call for Inspection,install a Downstream Plug,have K
' SETBACKS ARE OUTLINED TO FOLLOW THE REQUIREMENTS FOR THE R-12 ZONING DISTRICT.R-12 SETBACKS ARE AS FOLLOWS: C9.2 DETAILED LANDSCAPE PLAN-SHEET 1 OF 2 ADJUSTMENTS TO THOSE MATERIALS TO MEET THE Permitted Plaits on the Jeb,leo or any other Violation or ay of I Q E
C3.10 SANITARY SEWER SCHEDULE
FRONT-30',REAR-20',SIDE 6'MINIMUM,15'COMBINED MINIMUM,CORNER SIDE-20'.PROPOSED SETBACKS FOR THE DETACHED Permitted Plan
sonthll result in b anyFineother Possible Exclusion from v`a
> C10.0 LIGHTING PLAN FINAL,APPROVED DESIGN,SUCH AS STRUCTURE o future work in the of Raleigh.o SINGLE FAMILY LOTS AREA AS FOLLOWS:FRONT-20'(A 33%REDUCTION),REAR-20',SIDE 5'(A 33%REDUCTION),CORNER SIDE-12' C4.0 OVERALL GRADING&DRAINAGE PLAN COy
(A 40/REDUCTION). C11.0 NOTES&DETAILS HEIGHTS,ANGLES,PIPE MATERIALS,ETC.,WITHOUT 0 O p
^ C4.1 DETAILED GRADING&DRAINAGE PLAN-SHEET 1 OF 2
cJ� 7. THE NEIGHBORHOOD RECREATION AMENITY AREA SHALL BE UNDERWAY PRIOR TO FINAL PLAT RECORDING FOR PHASE 4.THE ADDITIONAL COST TO DEVELOPER OR ENGINEER. z ss 3
POOL SHALL BE A MINIMUM OF 3,000 SQUARE FEET AND THE CLUBHOUSE SHALL BE A MINIMUM OF 2,000 SQUARE FEET UNDER C4.2 DETAILED GRADING&DRAINAGE PLAN-SHEET 2 OF 2 C11.1 NOTES&DETAILS 0
ROOF.A GAZEBO SHALL BE CONSTRUCTED AS A PART OF PHASE 1 ON THE NORTHERN PARCEL AS A GATHERING SPACE UNTIL C11.2 NOTES&DETAILS Publica
THE SOUTHERN PARCEL IS DEVELOPED. C4.3 RETAINING WALL PLAN Town of Garner 5 5
C11.3 NOTES&DETAILS En inee,n Department Water Distribution/Extension System
8. ALL SINGLE FAMILY HOMES SHALL HAVE AT LEAST A TWO-CAR GARAGE. C4.10 STORM DRAINAGE SCHEDULE 9 g meets of Raleigh consents to the connection and extension of the `t
i 9. ALL HOUSING TYPES SHALL HAVE A MINIMUM.045 GAUGE VINYL SIDING.IF MASONRY IS NOT THE PREDOMINANT 1ST FLOOR Ciyys public water system as shown on this plan.The material and o C11.4 NOTES&DETAILS Co,sbucton methods used for tms project shall conform to C6.0 SCM NOTES&DETAILS-DRY POND APPROVED a
m FINISH,THEN FRONT ELEVATION SHALL HAVE TWO TYPES OF VINYL SIDING,I.E.LAP AND SHAKE,OR LAP AND BOARD AND standards am sleamsaionsame cM's Pobho Mimes Ha,abook. r5..
S BATTEN. C6.1 SCM 4(DRY POND)PLAN&PROFILE C11.5 NOTES&DETAILS
6 10. GARAGE DOORS FOR ALL HOUSING TYPES SHALL HAVE CARRIAGE DOOR HARDWARE.FOR ALL PRODUCTS FIRST FLOORpity of Raleigh W-4072 --
o C6.2 SCM 5(DRY POND)PLAN&PROFILE C11.6 NOTES&DETAILS Public Utilities Department Pennaa
GLAZING SHALL BE ACCOMPLISHED BY UTILIZING ONE OR MORE OF THE FOLLOWING:GARAGE WINDOW LIGHTS SHALL BE C11.7 NOTES&DETAILS Authorization m conswa m
PROVIDED,OR FRONT WINDOWS ON THE FIRST FLOOR,OR WINDOW LIGHTS ADJACENT TO THE FRONT DOOR,OR HALF GLASS C7.1 RED RIVER DRIVE PLAN&PROFILE(STA.10+00 TO 16+00) m
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22 FRONT DOOR. Clete
3 11. SINGLE FAMILY HOMES SHALL BE SLAB ON GRADE TURNED DOWN WITH 12"MINIMUM BRICK ON FRONT AND SIDES. C7.2 RED RIVER DRIVE PLAN&PROFILE(STA.16+00 TO 23+00)
m 12. ON SINGLE FAMILY HOMES,THE MASONRY WATER TABLE SHALL BE WRAPPED FROM THE FRONT ACCENT INTO THE COVERED C7.3 RED RIVER DRIVE PLAN&PROFILE(STA.23+00 TO 30+00) SIGNED DATE I.,'
m STOOP AREA(I.E.RETURN THE MASONRY WATER TABLE THROUGHOUT THE ENTRY AREA),MINIMUM HEIGHT 2'-8". Public
l 13. ELEVATIONS WITH A CANTILEVER FRONT ELEVATION ACCENT SHALL HAVE DECORATIVE BRACKETS OR SHELF SUPPORTS FOR C7.4 SAINT LAWRENCE DRIVE PLAN&PROFILE(STA.10+00 TO Sewer Collection I Extension System o i0
m 16+00) orth U .
The Ciy a Raleigh consents to thecannecoon and eclenslannf00 o c
z SINGLE FAMILY HOMES. _ Ciya pubic sewer system as shown on mis pan The material end g'5
l 14. SINGLE FAMILY HOMES SHALL HAVE MINIMUM 12"FRONT EAVES WITH MINIMUM 6"ROOF OVERHANG ON THE SIDES(RAKES). C7.5 GRAND MESA DRIVE PLAN&PROFILE(STA.10+00 TO ■A Construction methods used mrmis prgem shall conform to me --
15. A FRONT PORCH OR COVERED STOOP,MINIMUM 4'DEPTH,SHALL BE PROVIDED ON ALL HOUSING TYPES. 17+00) ��IE TT standartls and specmrztb„s of me Diys Public Mimes Handbook. JOB NO. S
m 16. PASSIVE RECREATIONAL AREAS SHALL HAVE 500 SQUARE FEET OF ENHANCES LANDSCAPING AND BENCHES.TRAILS SHALL BE tali `cBTlary airy or Raley n a 2
UTILIZED TO CONNECT SOME OPEN SPACE AREAS TOGETHER AND PROVIDE ENJOYMENT OF THE NATURAL ENVIRONMENT. C7.6 BRIDGER DRIVE PLAN&PROFILE(STA.10+00 TO 17+00) g 5-5377 41804
g ALL CONSTRUCTION TO BE IN Pualc Ut00 Department Permaa
5 17. AT LEAST A 100FOOT VEGETATIVE SETBACK FROM ALL RESIDENTIAL STRUCTURES SHALL BE PROVIDED ALONG THE PROJECT'S ACCORDANCE WITH ALL TOWN OF GARNER, Aumonzation to Construct SHEET NO. -
FRONTAGE ON BOTH SIDES OF NEW BETHEL CHURCH ROAD. CITY OF RALEIGH AND NCDOT STANDARDS, so
N SPECIFICATIONS,AND DETAILS Date CO.0 r m