20200253 Ver 1_Phe 1 Construction Drawings_20200527

OAK PARKDEVELOPERS, LLCPIN 1629-01-2910DB 17299, PG 2276NEW BETHELCHURCH RDSUTTON SPRINGS DRBLUEFIELD DRGUNDERSON LNEDMER LNOREGON TRL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
MAGNOLIA PARK
VICINITY MAP
RESIDENTIALPROPOSED USE:
ZONING:PRD C8
MAGNOLIA PARK PROJECT:
SITE DATA
ENGINEER:
JIM CHANDLER, PE
PHONE: [phone]
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
FAX: [phone]
EMAIL: [e-mail]
MATTAMY HOMES, LLC
TOTAL PHASE AREA:71.90 ACRES
1210 TRINITY ROAD, SUITE 102
DEVELOPER:
CARY, NC 27513
TOWNSHIP:ST. MARY'S
PHONE: [phone]
SB-19-04
NAD83EMAIL: [e-mail]
PROPERTY OWNERS
C0.0 COVERCHARLES N BRYAN WALTER C BRYAN
1408 NEW BETHEL CHURCH ROAD 1408 NEW BETHEL CHURCH ROAD
GARNER, NC 27529 GARNER, NC 27529
PIN: 1619-84-7756 PIN: 1619-84-9320
BOBBY C RAYNOR BOBBY C & MARGARET F RAYNOR
PO BOX 365 PO BOX 365
GARNER, NC 27529 GARNER, NC 27529
CHARLES N & WALTER C BRYAN
1408 NEW BETHEL CHURCH ROAD
GARNER, NC 27529
PIN: 1619-93-4708
CONSTRUCTION DRAWINGS - PHASE 1
SITE
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF GARNER, CITY OF RALEIGH, AND/OR NCDOT
STANDARDS AND SPECIFICATIONS AS APPLICABLE.
1" = 1,000'
TOWN OF GARNER, WAKE COUNTY, NORTH CAROLINA
Sheet Number Sheet Title
C0.0 COVER
C1.0 EXISTING CONDITIONS
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 2
C2.2 DETAILED SITE PLAN - SHEET 2 OF 2
C2.3 OPEN SPACE PLAN
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 2
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 2
C3.3 SANITARY SEWER SCHEDULE
C4.1 DETAILED GRADING & DRAINAGE PLAN - SHEET 1 OF 2
C4.2 DETAILED GRADING & DRAINAGE PLAN - SHEET 2 OF 2
C4.3 STORM DRAINAGE SCHEDULE
C5.1 ROAD A1 PLAN & PROFILE
C5.2 ROAD A2 PLAN & PROFILE
C5.3 ROAD B PLAN & PROFILE
C5.4 ROAD Q PLAN & PROFILE
C5.5 ROAD P PLAN & PROFILE
C5.6 ROAD P (CONT) PLAN & PROFILE
C5.7 ROAD N PLAN & PROFILE
C5.8 ROAD O & J PLAN & PROFILE
C5.9 ROAD I PLAN & PROFILE
C6.1 STORM DRAINAGE OUTFALL PROFILES - SHEET 1 OF 2
C6.2 STORM DRAINAGE OUTFALL PROFILES - SHEET 2 OF 2
C6.3 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 1 OF 4
C6.4 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 2 OF 4
C6.5 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 3 OF 4
C6.6 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 4 OF 4
C7.1 SCM 1 PLAN & PROFILE
C7.2 SCM 3 PLAN & PROFILE
C7.3 SCM 4 PLAN & PROFILE
C7.4 SCM PLANTING PLAN
C8.0 OVERALL LANDSCAPE PLAN
C8.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 2
C8.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 2
C9.0 OVERALL LIGHTING PLAN
C9.1 AMENITY LIGHTING PLAN
C10.1 ROAD WIDENING - SHEET 1 OF 2
C10.2 ROAD WIDENING - SHEET 2 OF 2
C10.3 ROAD WIDENING CROSS SECTIONS - SHEET 1 OF 3
C10.4 ROAD WIDENING CROSS SECTIONS - SHEET 2 OF 3
C10.5 ROAD WIDENING CROSS SECTIONS - SHEET 3 OF 3
C11.1 NOTES & DETAILS
C11.2 NOTES & DETAILS
C11.3 NOTES & DETAILS
C11.4 NOTES & DETAILS
C11.5 NOTES & DETAILS
C11.6 NOTES & DETAILS
C11.7 NOTES & DETAILS
C11.8 NOTES & DETAILS
C11.9 NOTES & DETAILS
C11.10 NOTES & DETAILS
C12.0 EROSION & SEDIMENT CONTOL STAGE 1
C12.1 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 1 OF 4
C12.2 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 2 OF 4
C12.3 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 3 OF 4
C12.4 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 4 OF 4
C12.5 EROSION & SEDIMENT CONTROL STAGE 2
C12.6 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 1 OF 4
C12.7 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 2 OF 4
C12.8 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 3 OF 4
C12.9 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 4 OF 4
C12.10 EROSION & SEDIMENT CONTROL NOTES & DETAILS
C12.11 EROSION & SEDIMENT CONTROL NOTES & DETAILS
TOTAL DISTURBED AREA:57.11 ACRES
TOTAL IMPERVIOUS AREA:23.03 ACRES 32.03%
TOTAL UNITS:82 TOWNHOME
129 SINGE FAMILY
PLEASE CONTACT TOWN OF GARNER ENGINEERING INSPECTOR AT
[e-mail] TO SCHEDULE A PRE-CONSTRUCTION
MEETING PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.7ns.com05/11/2020
MVZ7s.com
ZONE 2
NEUSE
RIPARIAN
BUFFER
ZONE 1
NEUSE
RIPARIAN
BUFFER
EXISTING
PUMP
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TZONE 'AE
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OAK PARK
DEVELOPERS, LLC
PIN 1619-93-9633
DB 16781 PG 521
OAK PARK
DEVELOPERS, LLC
PIN 1629-01-2910
DB 17299, PG 2276
N/F
CROSSWINDS
DEVELOPMENT COMPANY
PIN 1619-63-6785
DB 4810, PG 808
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-62-8136
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-71-5223
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-70-3846
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-70-5580
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-70-6256
DB 16459, PG 1926
N/F
SOUTHERN TRACE HOME
OWNERS ASSN., INC
PIN 1618-89-2765
DB 13801, PG 2216
N/F
SHERRY FERGUSON,
WINTON & DEAN BUFFALOE
PIN 1629-00-3386
DB 1529, PG 00-E
23SS 92SS OSSWIFT

C
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7
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454.65'
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123.49'L20 L17 L18L19L
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L28 L29
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3788.
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WETLANDS
OAK PARK
SUBDIVISION
N/F
BOBBY C. &
MARGARET F. RAYNOR
PIN 1619-93-8515
DB 3882, PG 103
210,418 SF / 4.831 AC
PROPERTY OVERLAP
AS SHOWN ON
BM 1987, PG 2071
(0.084 AC.)
N/F
CHARLES N. & WALTER C. BRYAN
PIN 1619-93-4708
DB 7045, PG 101
1,523,173 SF / 34.967 AC
N/F
WALTER C. BRYAN
PIN 1619-84-9320
DB 1918, PG 00-E
723,922 SF / 16.619 AC
N/F
CHARLES N. BRYAN
PIN 1619-84-7756
DB 1918, PG 00-E
724,024 SF / 16.621 AC 290
MOBILE HILLS ESTATE
BM 1967 PG 122
280
280OAK PARK
SUBDIVISION
PHASE 1
BM.2018, PG.135
N/F
BOBBY C. RAYNOR
PIN 1619-81-5817
DB 3313, PG 289
5,066,129 SF / 116.302 AC
290
WETLANDS
30050' CONSERVATION
BUFFER
280
LIMITS OF ZONE
AE FLOODPLAIN
270
WETLANDS
260
27
0
EXISTING
STRUCTURES
AND ROADS TO
BE REMOVED
EXISTING
STRUCTURES
AND ROADS TO
BE REMOVED280PROPERTY LINE TO BE REMOVED290 PROPERTY L
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TO
BE
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280
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260
270
LINE/CURVE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
LENGTH
26.280
94.340
77.710
219.710
78.690
128.450
95.700
92.460
22.750
80.540
98.300
109.510
105.458
33.460
13.870
65.182
BEARING
S15° 01' 06.93"E
S16° 47' 46.93"E
S19° 13' 53.93"E
S19° 53' 39.93"E
S19° 53' 39.93"E
S20° 30' 15.93"E
S23° 51' 41.93"E
S29° 29' 45.93"E
S35° 51' 08.93"E
S35° 51' 08.93"E
S41° 31' 59.93"E
S45° 57' 32.93"E
S50° 03' 09.69"E
S50° 09' 47.75"E
S51° 29' 19.75"E
S51° 51' 59.31"E
LINE/CURVE
L20
L17
L18
L19
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
LENGTH
171.874
92.902
45.288
119.793
102.223
208.445
125.491
206.528
154.238
139.099
243.242
110.072
116.060
197.999
205.122
BEARING
N0° 06' 52.10"W
N14° 22' 48.26"W
N76° 34' 48.48"W
S40° 27' 49.81"W
S41° 56' 08.64"W
S84° 31' 31.83"W
N53° 20' 46.34"W
N43° 14' 46.96"W
N34° 27' 00.26"W
N0° 03' 12.79"W
N19° 06' 33.43"E
N2° 04' 57.74"W
N12° 33' 45.44"W
N14° 20' 04.90"W
N20° 58' 33.02"W
0
SCALE 1"=200'
400'200'
1.BOUNDARY INFORMATION PROVIDED BY TIMMONS GROUP DATED
OCTOBER 3, 2018.
2.EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY TIMMONS
GROUP DATED DECEMBER 9, 2019.
3.EXISTING NEUSE RIPARIAN BUFFER AND WETLAND DELINEATION
PROVDED BY S&EC DATED MARCH 26, 2019.
4.ADJACENT PROPERTY OWNERSHIP INFORMATION TAKEN FROM
WAKE COUNTY GIS.
5.THE SUBJECT PROPERTIES LIE IN ZONE AE AND ZONE X IN
ACCORDANCE WITH FIRM MAP #3720161900J WITH AN EFFECTIVE
DATE OF MAY 2, 2006.
NOTES
1" = 200'
NAD 83
----C1.0JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
LEGEND
PROPOSED BOUNDARY
CENTERLINE OF CREEK
WETLANDS
NEUSE RIPARIAN BUFFER
50' CONSERVATION BUFFER
100 YEAR FLOODPLAIN
EXISTING CONTOUR350 7ns.com05/11/2020
MVZ7s.com
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OSR 1
OSC 8
OSC 10
OSC 11
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381(A)
382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)36(B)28(B)37(B)30(B)38(B)31(B)32(B)33(B)34(B)35(B)39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
103(C)104(C)105(C)106(C)107(C)100(C)108(C)101(C)109(C)102(C)110(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)115(B)
116(B)
117(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
OSC 14
OSC 26
OSR 3
X
XXXXXXXXX
XXXXXXXXXX
XXX
PHASE 1C
PHASE 1B
PHASE 2B
PHASE 2A
PHASE 1C
PHASE 1B
PHASE 1A
PHASE 2A
PHASE 1B
MATCHLINE C2.1MATCHLINE C2.2NEW
B
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R 2
7
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3
6
0'
R/
W
GUNDERSON LN
20' FRONT
SETBACK
20' REAR
SETBACK
TOWNHOUSE
FOOTPRINT &
UNIT COUNT
VARIES
A MIN 22' WIDE TOWNHOMES
NTS B MIN. 42'x115' SINGLE FAMILY LOTS
NTS C MIN. 48'x115' SINGLE FAMILY LOTS
NTS
HOUSE
FOOTPRINT
VARIES
HOUSE
FOOTPRINT
VARIES
20' REAR
SETBACK
20' REAR
SETBACK
20' FRONT
SETBACK
20' FRONT
SETBACK
5' SIDE
SETBACK
5' SIDE
SETBACK
5' SHARED
ACCESS &
MAINTENANCE
EASEMENT
5' SHARED
ACCESS &
MAINTENANCE
EASEMENT
20' BUILDING
SEPARATION
1" = 150'
1.ALL STREETS SHALL BE PUBLIC AND TURNED OVER TO THE TOWN OF
GARNER.
2.ROADS AND DRIVEWAYS SHALL COMPLY WITH NCDOT AND TOWN OF
GARNER STANDARDS.
3.ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC.
4.NEW BETHEL CHURCH ROAD IMPROVEMENTS SHALL BE APPROVED BY
NCDOT AND CONSTRUCTED BY THE DEVELOPER.
5.AN ENCROACHMENT AGREEMENT WITH NCDOT WILL BE REQUIRED PRIOR
TO CONSTRUCTION ON NEW BETHEL CHURCH ROAD.
6.ALL STREETS ENDING/BEGINNING AT A PHASE LINE WILL NEED TO PROVIDE
TEMPORARY TURNAROUNDS.
7.IRON PIPES SHALL BE INSTALLED AT ALL PROPERTY CORNERS UNLESS
SHOWN OTHERWISE.
8.ALL DESIGN AND CONSTRUCTION METHODS SHALL COMPLY WITH WAKE
COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS. AN EROSION
CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY
GRADING.
9.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS.
10.CONTACT THE ENGINEERING DEPT. AT [phone] OR
[e-mail] TO SCHEDULE A PRECONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
8.THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS
FOR LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INITIAL
FEES CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION FEES
ARE REQUIRED TO BE PAID UP FRONT AT TIME OF INSTALLATION. LIGHTING
ALONG NEW BETHEL CHURCH ROAD WILL NEED TO BE IN ACCORDANCE TO
NCDOT STANDARDS.
9.STREET NAMES SHALL BE APPROVED PRIOR TO LOT RECORDATION.
10.ALL STREETS WITHIN THE SUBDIVISION SHALL HAVE A POSTED SPEED LIMIT
OF 25 MPH.
11.404 APPROVALS WILL BE OBTAINED FOR ALL IMPACTED WETLANDS.
12.PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE INSTALLATION OF TREE
PROTECTION FENCING IS REQUIRED FOR LOTS ADJACENT TO NEUSE
RIPARIAN BUFFER.
13.SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE.
PERMITS SHALL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF
SIGNS. SIGNAGE SHALL BE RESTRICTED TO AN ON-SITE LOCATION.
14.THE WATER AND SEWER SYSTEMS SHALL COMPLY WITH CITY OF RALEIGH
STANDARDS.
15.CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE
TOWN OF GARNER AND CITY OF RALEIGH PRIOR TO CONSTRUCTION.
16.RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO
RECORDING OF FINAL PLAT.
17.STORMWATER CONTROL MEASURES SHALL BE CONTAINED IN AND
ACCESSED VIA OPEN SPACE MAINTAINED AND OWNED BY THE
HOMEOWNER'S ASSOCIATION. A MAINTANCE PLAN SHALL BE DEVELOPED
TO ADDRESS THE STORMWATER CONTROL MEASURES.
18.CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS
ARE FULLY MAINTAINED FOR REASONABLE ACCESS BY MAINTENANCE
PERSONNEL.
19.PRIVATE STORM DRAINAGE EASEMENTS SHALL BE MAINTAINED BY THE
HOA.
20.FOLLOWING SITE PLAN APPROVAL, CONTACT ANDREW LAKE WITH WAKE
COUNTY ENVIRONMENTAL HEALTH DIVISION AT 919-796-8769 FOR REVIEW
AND APPROVAL OF THE SOIL EROSION AND SEDIMENTATION PLAN.
APPROVAL OF THE PLAN BY WAKE COUNTY IS CONTINGENT ON A LETTER
FROM THE TOWN STATING THAT THE REQUIRED TREE PROTECTION
FENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE
PLANNING DEPARTMENT. A CERTIFICATE OF COMPLIANCE FROM WAKE
COUNTY, FOR THIS PROJECT, IS REQUIRED BY THE TOWN OF GARNER
PRIOR TO RECEIVING A BUILDING PERMIT.
21.PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN
PERMIT PRIOR TO INSTALLATION. REVIEW AND APPROVAL PROCESS BY THE
PLANNING DEPARTMENT.
22.SUBDIVISION LOTS MUST BE LOTS OF RECORD PRIOR TO RECEIVING A
BUILDING PERMIT.
23.PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY, THE
OWNER/BUILDER MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER,
OR AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE
LIGHTING IS INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED
PLANS, AND APPLICABLE CONDITIONS.
24.DURING THE ENTIRE PERIOD OF CONSTRUCTION ACTIVITY, ALL PROTECTED
TREES SHALL BE SURROUNDED AND PROTECTED BY AN ORANGE TENSAR
GEOGRID FENCING. TREE PROTECTION FENCING SHALL BE INSTALLED A
MINIMUM OF 10' FROM TRUNK OF ANY PROTECTED TREE OR DRIP LINE. ONE
SIGN SHALL BE PLACED EVERY 200' ALONG FENCING TO READ "TREE
PROTECTION AREA. DO NOT ENTER/ PARA PROTECCION DE LOS ARBOLES -
PROHIBITED ENTRAR".
25.BOUNDARY INFORMATION PROVIDED BY TIMMONS GROUP DATED OCTOBER
3, 2018.
26.EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY TIMMONS GROUP
DATED DECEMBER 9, 2019.
27.EXISTING NEUSE RIPARIAN BUFFER AND WETLAND DELINEATION PROVDED
BY S&EC DATED MARCH 26, 2019.
GENERAL SITE NOTES
0 300'
SCALE 1"=150'
150'
NAD 83
C2.0 OVERALL SITE PLANIMPERVIOUS TABLE (PHASE 1)
IMPERVIOUS AREA IN TOWNHOME LOTS (1,450 SF PER LOT)117,450 SF
IMPERVIOUS AREA IN SINGLE FAMILY LOTS (4,250 SF PER LOT*)548,250 SF
ROADWAY IMPERVIOUS AREA 293,107 SF
PARKING/MAIL KIOSK IMPERVIOUS AREA 25,655 SF
AMENITY IMPERVIOUS AREA 18,582 SF
TOTAL PHASE IMPERVIOUS AREA 1,003,044 SF (23.03 AC) 32.03%
*AVERAGE PER SINGLE FAMILY LOT
SINGLE FAMILY LOT DATA (PHASE 1)
PROPOSED NUMBER OF LOTS 129 UNITS
PRODUCT B LOTS 97 UNITS
MINIMUM ALLOWABLE LOT WIDTH 42 FEET
MINIMUM LOT WIDTH PROVIDED 42 FEET
MINIMUM ALLOWABLE LOT SIZE 4,830 SF
MINIMUM LOT SIZE PROVIDED 5,460 SF
PRODUCT C LOTS 32 UNITS
MINIMUM ALLOWABLE LOT WIDTH 48 FEET
MINIMUM LOT WIDTH PROVIDED 48 FEET
MINIMUM ALLOWABLE LOT SIZE 5,520 SF
MINIMUM LOT SIZE PROVIDED 6,163 SF
BUILDING SETBACKS
FRONT: 20'
REAR: 20'
SIDE: 5'
CORNER: 12'
TOWNHOME LOT DATA (PHASE 1)
PROPOSED NUMBER OF LOTS 82 UNITS
MINIMUM REQUIRED LOT WIDTH 22 FEET
MINIMUM LOT WIDTH PROVIDED 22 FEET
AVERAGE LOT SIZE PROVIDED 2472 SF
BUILDING SETBACKS
FRONT: 20'
REAR: 20'
CORNER:10'
BUILDING SEPARATION: 20'
REQUIRED PARKING = 2 SPACES PER UNIT
1 SPACE PER 4 UNITS FOR GUEST = 45 SPACES
PROVIDED GUEST PARKING = 45 SPACES (26 PARALLEL PLUS 19 AT AMENITY)
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
A HOMEOWNER'S ASSOCATION (HOA) WILL
OWN AND MAINTAIN ALL OPEN SPACE
PARCELS AND WILL BE RESPONSIBLE FOR
MAINTAINING ALL LANDSCAPING REQUIRED
BY THE GARNER UNIFIED DEVELOPMENT
ORDINANCE (UDO).
SITE DATA (PHASE 1)
PHASE AREA 71.90 ACRES
DISTURBED AREA 57.11 ACRES
TOTAL LOTS PROPOSED 211 LOTS
DRY
DETENTION
POND 1
WET
DETENTION
POND 3
WET
DETENTION
POND 4
WETLANDS
35' PERIMETER
BUFFER
35' PERIMETER
BUFFER 25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
PARALLEL
PARKING W/
VARIABLE WIDTH
ROW (TYP)
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
AMENITY AND MAIL KIOSK AREA REQUIRE
SEPARATE SITE PLAN AND APPROVAL.
ZONE 1
NEUSE
RIPARIAN
BUFFER
2 MARKED
GRAVES
MAIL KIOSK WITH
44+ PARKING SPOTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
ROAD SECTIONS (NTS)
60' R/W
CL
55' B/B
80' R/W
1'5'
SIDEWALK
CL
30" CURB & GUTTER
COLLECTOR STREET SECTION
ROAD A ENTRANCE SECTION
49' B/B 5'5'
SIDEWALK
5'5'
SIDEWALK
CL
30" CURB & GUTTER
NEW BETHEL CHURCH ROAD SECTION
55' R/W
29' B/B 13'
CL
LOCAL STREET SECTION
5'5'
SIDEWALK
3'
32' B/B5'5'
SIDEWALK
4'5'5'
SIDEWALK
4'
74' R/W
3'3'
30" CURB & GUTTER
30" CURB & GUTTER
5'1'5'
SIDEWALK5'
16'
TO
FOC
14'
MEDIAN
FOC-FOC
12'
LANE
TO
FOC
12'
LANE
TO
FOC
AMENITY
CENTER
35' ENHANCED
STREETSCAPE
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
OREGO
N

T
R
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SANFMFM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
MFM FMFMFMSUTTON SPRINGS DR30' CITY OF RALEIGHPUBLIC UTILITY EASEMENTROAD A80' ROW, 55' B/B
R
O
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O
55'

R
O
W
,

2
9
'

B
/
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R
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,

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/
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,
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/B
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,

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B
/
B
ROAD P
55' ROW
,

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9
'

B
/
B
ROAD P55' ROW, 29' B/BROAD N55' ROW, 29' B/BXXX
OSC 4
OSC 2
OSC 6
OSC 5
OSC 1
OSR 1
OSC 7
83(C)
7,930 SF
100(C)
10,382 SF
89(C)
9,172 SF
88(C)
8,610 SF
75(C)
7,966 SF
77(C)
7,939 SF
78(C)
7,939 SF
79(C)
7,939 SF
76(C)
7,939 SF
90(C)
8,443 SF
87(C)
8,158 SF
86(C)
7,930 SF
85(C)
7,930 SF
84(C)
7,930 SF
82(C)
9,101 SF
81(C)
7,939 SF
80(C)
7,939 SF
40(B)
8,904 SF
42(B)
6,056 SF
59(B)
5,460 SF60(B)
5,460 SF61(B)
5,460 SF62(B)
5,460 SF63(B)
5,460 SF
58(B)
7,922 SF
73(B)
5,423 SF
71(B)
5,454 SF
72(B)
5,466 SF
68(B)
7,796 SF
70(B)
5,460 SF69(B)
5,380 SF
43(B)
5,461 SF
44(B)
5,461 SF
45(B)
5,461 SF
46(B)
5,461 SF
47(B)
5,461 SF
48(B)
7,081 SF
50(B)
5,770 SF
67(B)
5,460 SF
66(B)
5,460 SF
65(B)
5,460 SF
64(B)
5,460 SF
74(B)
4,961 SF
16(B)
11,090 SF
15(B)
11,213 SF18(B)
6,281 SF
26(B)
9,422 SF
19(B)
5,460 SF20(B)
5,460 SF21(B)
5,460 SF22(B)
5,460 SF23(B)
5,460 SF24(B)
6,412 SF
17(B)
7,365 SF
25(B)
7,471 SF
7(B)
5,460 SF
14(B)
7,486 SF
6(B)
5,460 SF
13(B)
6,430 SF
5(B)
5,460 SF
12(B)
5,460 SF
4(B)
5,460 SF
11(B)
5,460 SF
3(B)
5,460 SF
10(B)
6,760 SF
2(B)
5,460 SF
9(B)
6,760 SF
8(B)
5,460 SF
41(B)
5,851 SF
49(B)
7,081 SF
27(B)
11,056 SF
36(B)
5,460 SF
28(B)
8,415 SF
37(B)
5,460 SF
30(B)
5,834 SF
38(B)
5,462 SF
31(B)
5,460 SF
32(B)
5,460 SF
33(B)
5,460 SF
34(B)
5,460 SF
35(B)
5,460 SF
39(B)
5,772 SF
51(B)
6,569 SF
52(B)
7,431 SF
55(B)
5,460 SF
54(B)
5,460 SF
53(B)
5,460 SF
57(B)
5,785 SF
56(B)
5,460 SF
29(B)
7,055 SF
1(B)
5,516 SF
93(B)
7,930 SF
91(B)
7,930 SF
92(B)
7,930 SF
95(B)
94(B)
7,930 SF
118(B)
9,096 SF
XXX
X
X
X
XX X
X
X
X
X X XX11'309'70'338'692'810'26'94'78'220'79'
12
8
'
9
6
'92'130'61'
61'
61'
61
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61
'
61'130'12
2
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61'
61'
61
'
61
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61'
41
'
21
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41
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51'
46'
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38'38'38'38'38'11'30'42'42'42'42'33'36
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57'
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59'
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83'
28'65'77'68'49'42'42'42'42'42'42'42'42'42'135'15'27'19'
45'
47'
42'
42'
42'
42'
42'
54'
55'
44'2'48'42'42
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131'130'33'
18'
42'
42'
42'
42'
41'
42'
42'
42'
42'
42'
26'
27'44'113'37'
75
'
47'30'
12'
42'
42'
96'
42'
3'
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2
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22'
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22'
20'
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8'
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34'130'130'130'130'130'130'130'130'145'40'124'130'130'130'130'130'130'130'130'130'37'130'126'130'32
'
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5
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130'
130'134'130'
130'
130'
130'
130'
130'
130'
130'
130'
130'130'130'130'130'6'9'
48'
23'
36
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61
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61'106'38'46'
61'
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61'
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61'
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58'
14'41'66'49'99'46'136'131'130'130'131'131'130'130'130'130'130'130'130'130'130'130'17
1
'
130'
130'
142'
131'
130'
130'
130'
130'
130'
130'
56'
74'130'
130'
130'
130'
130'42'42'42'
47'
42'
42'
42'
42'
54'
54'
42'42'42
'
52
'52'42'42'42'42'42'42'42'42'42'32'42'42'
38'
42'
42'
42'
24'
16'
42'
42'
3'
37'
98
'3'12'92'2
3
'
8
1
'
98
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11
0
'
105
'
33'
14'
65'
61'
25' PER
I
M
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T
E
R

S
E
T
B
A
C
K
25' PERIMETER SETBACK35' PERIMETER BUFFER35'

E
N
H
A
N
C
E
D

S
T
R
E
E
T
S
C
A
P
E
DRY
DETENTION
POND 1
25'
P
E
R
I
M
E
T
E
R

S
E
T
B
A
C
K35' ENHANCED
STREETSCAPE25' PER
IMETER
SETBACK25' PERIMETER SETBACKHIGH VISIBILITY
CROSSWALK
WITH LED
PEDESTRIAN
SIGNAGE
10' PUBLIC SIDEPATH
EASEMENT (TYP)
2 MARKED
GRAVES WITH
FENCE
MATCHLINE C2.1
MATCHLINE C2.2NEW BETHEL
CHURCH
ROADNCSR
27
0
3

6
0
'
R
/W
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
PUBLIC STORMWATER
ACCESS & MAINTENACE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
RETAINING WALL,
DESIGN BY OTHERS
20' PRIVATE
DRAINAGE
EASEMENT
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C2.1 DETAILED SITE PLAN - SHEET 1 OF 2LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
7ns.com05/11/2020
MVZ7s.com
FMFMFMFMFM
ROAD B
60' ROW, 32' B/B
ROAD B
60' ROW, 32' B/B
ROAD J
55' ROW, 29' B/B ROAD A60' ROW, 32' B/BR
O
A
D

O
55'

R
O
W
,

2
9
'

B
/
B
ROAD N55' ROW, 29' B/BROAD N55' ROW, 29' B/BOSC 17
OSC 9
OSC 12
OSC 13
OSR 2
OSC 16
OSC 18
OSC 8
OSC 10
OSC 11
OSC 15
OSC 7
103(C)
10,500 SF
104(C)
9,485 SF
105(C)
8,448 SF
106(C)
7,930 SF
107(C)
7,930 SF
100(C)
10,382 SF
108(C)
7,930 SF
101(C)
8,299 SF
109(C)
7,930 SF
102(C)
7,930 SF
110(C)
9,649 SF
538(A)
2,400 SF
537(A)
2,233 SF
536(A)
2,400 SF
535(A)
2,233 SF
534(A)
2,400 SF
533(A)
2,400 SF
544(A)
2,400 SF
543(A)
2,233 SF
542(A)
2,400 SF
541(A)
2,233 SF
540(A)
2,400 SF
539(A)
2,400 SF
528(A)
2,400 SF
529(A)
2,233 SF
530(A)
2,400 SF
531(A)
2,233 SF
532(A)
3,466 SF
527(A)
2,400 SF
526(A)
2,400 SF
525(A)
2,400 SF
524(A)
2,233 SF
523(A)
2,400 SF
522(A)
2,400 SF
381(A)
2,400 SF
382(A)
2,233 SF
383(A)
2,400 SF
384(A)
4,002 SF
380(A)
2,400 SF
388(A)
2,400 SF
387(A)
2,233 SF
386(A)
2,400 SF
385(A)
4,060 SF
389(A)
2,400 SF
410(A)
2,400 SF
409(A)
2,233 SF
408(A)
2,400 SF
407(A)
2,233 SF
406(A)
3,483 SF
411(A)
2,400 SF
419(A)
2,400 SF
420(A)
2,233 SF
421(A)
2,400 SF
422(A)
2,233 SF
423(A)
4,002 SF
418(A)
2,400 SF
400(A)
2,400 SF
399(A)
2,233 SF
398(A)
2,400 SF
397(A)
2,233 SF
396(A)
2,400 SF
395(A)
2,400 SF
377(A)
2,233 SF
376(A)
2,400 SF
375(A)
2,400 SF
379(A)
2,400 SF
378(A)
2,400 SF
394(A)
2,400 SF
393(A)
2,400 SF
392(A)
2,233 SF
391(A)
2,400 SF
390(A)
2,400 SF
417(A)
2,400 SF
416(A)
2,233 SF
415(A)
2,400 SF
414(A)
2,233 SF
413(A)
2,400 SF
412(A)
2,400 SF
370(A)
2,400 SF
374(A)
2,400 SF
373(A)
2,400 SF
372(A)
2,233 SF
371(A)
2,400 SF
368(A)
2,400 SF
367(A)
2,233 SF
366(A)
2,400 SF
365(A)
3,483 SF
369(A)
2,400 SF
404(A)
2,400 SF
402(A)
2,400 SF
403(A)
2,233 SF
405(A)
3,483 SF
401(A)
2,400 SF
96(B)
9,096 SF
111(B)
7,930 SF
97(B)
7,930 SF
112(B)
7,930 SF
98(B)
7,930 SF
113(B)
8,237 SF
99(B)
12,172 SF
114(B)
9,382 SF
115(B)
10,777 SF
116(B)
11,610 SF
117(B)
11,257 SF
93(B)
7,930 SF
95(B)
9,096 SF
94(B)
7,930 SF
119(B)
7,930 SF
127(B)
9,267 SF
120(B)
7,930 SF
128(B)
7,930 SF
121(B)
7,930 SF
129(B)
7,930 SF
122(B)
7,930 SF
123(B)
7,930 SF
124(B)
7,930 SF
125(B)
7,930 SF
118(B)
9,096 SF
126(B)
8,934 SF
OSC 14
OSC 26
OSR 3
X X
X
X
X
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X27'
188'
27'358'70'663'745'60'312'454'100'24'22'24'22'24'24'100'100'24'22'24'22'24'24'100'20'39'105'25'14'25'165'
100'24'24'22'24'24'100'
100'24'24'22'24'22'35'96'
24'24'22'24'22'35'179'59'11'80'12'20'2'35'22'24'22'24'24'21'24'24'22'24'22'24'21'24'24'22'24'22'26'
3
8
'19'12'50'17'20'12'79'13'59'100'24'24'22'24'22'35'100'100'24'22'24'22'24'24'100'100'32'
10
5
'46'61'61'61'61'61'61'61'21'60'87'3'61'61'66'39'87'
94'
13
0
'71'61'61'61'61'61'61'61'13
0
'
138'48'52'130'
13
0
'61'61'130'
13
0
'
130'
13
0
'
13
0
'
13
0
'
13
0
'
24'24'22'24'35'
27'49'27'136'39'40'35'24'22'24'24'21'24'22'24'22'24'24'21'24'24'22'24'24'21'24'24'22'24'26'39'2'20'12'47'15'50'12'19'3
8
'
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24'24'22'24'35'100'100'24'24'22'24'24'100'100'24'22'24'22'24'24'100'100'24'24'22'24'35'100'100'24'24'22'24'35'100'100'24'24'22'24'24'100'100'24'24'22'24'24'100'100'130'61
'
61'
61'
61
'
46'
39'105'106'130'71
'39'46
'
61
'
61'
10
3
'
55'
58'
14'41'66'69'1'61'61'61'61'61'61'61'61'56'20'
6'
4
9
'
27'
166'39'26'61'61'43'17'58'58'46'13'61'105'42'130'
71'
61'
61'
9'39'25'58'5'58'164'
122'130'130'147'48'13'61'8'53'14'47'14'61'130'130'130'
130'130'130'
131'61'57'49'130'
142'
130'
130'
159'
130'
130'
17
6
'130'100'
100'
100'
100'
100'
100'
100'
100'
100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'124'
124'
90'24'24'22'24'22'24'21'24'24'22'24'22'24'444'22'22'24'22'24'24'21'24'24'22'24'24'10'25' PERIMETER BUFFER35' PERIMETER BUFFERWET
DETENTION
POND 4
WET
DETENTION
POND 3 25' PERIMETER SETBACKMAIL KIOSK WITH
44+ PARKING SPOTS
AMENITY
CENTER
WETLANDS
PARALLEL PARKING W/
VARIABLE WIDTH ROW (TYP)
MATCHLINE C2.1
MATCHLINE C2.2
PUBLIC STORMWATER
ACCESS & MAINTENACE
EASEMENT
PUBLIC STORMWATER
ACCESS & MAINTENACE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
10'x70' SDT
TEMPORARY
TURNAROUND
10' PUBLIC SIDEPATH
EASEMENT (TYP)
10' PUBLIC SIDEPATH
EASEMENT (TYP)
TREE SAVE
AREA
RETAINING WALL,
DESIGN BY OTHERS
RETAINING WALL,
DESIGN BY OTHERS
30' CIT
Y

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JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
0
SCALE 1"=60'
120'60'NAD 83C2.2 DETAILED SITE PLAN - SHEET 2 OF 21"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
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OSC 21
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OSC 2
OSC 6
OSC 5
OSC 1
OSC 12
OSC 13
OSR 6
OSC 25
OSC 23
OSC 19
OSC 20
OSR 2
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OSC 22
OSC 16
OSR 8
OSC 18
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OSC 24
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OSC 10
OSC 11
OSC 15
OSC 7
381(A)
382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)536(A)
535(A)534(A)
533(A)
544(A)
543(A)542(A)
541(A)
540(A)
539(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)529(A)
530(A)531(A)
532(A)
527(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)403(A)
405(A)
401(A)
526(A)
525(A)524(A)
523(A)522(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)32(B)33(B)34(B)35(B)
39(B)
51(B)
52(B)
55(B)54(B)53(B)
57(B)56(B)
29(B)
83(C)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
OSC 14
OSC 26
OSR 3
OSR 9
OSR 5
OSC 28
OSC 27 XXXXXXXX
XXXXXXXXXX
PHAS
E

1
C
PHAS
E

1
B
PHAS
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2
B
PHAS
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2
A
PHAS
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1
C
PHAS
E

1
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PHAS
E

1
A
PHAS
E

2
A
PHAS
E

2
B
PHAS
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3
A
PHAS
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2
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PHAS
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2
A
PHAS
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1
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NEW BETHEL CHURCH ROADNCSR 2703 60' R/WGUN
D
E
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S
O
N

L
N
EDME
R

L
N
1" = 200'
0
SCALE 1"=200'
400'200'
NAD 83
C2.3 OPEN SPACE PLANALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
XXXXXXXX
XXXXXXXXXX
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1" = 200'
1.ALL UTILITY DESIGN AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH DEPARTMENT OF
PUBLIC UTILITIES (CORDPU) STANDARDS AND
SPECIFICATIONS. UTILITY DESIGN SHALL MEET FIRE FLOW
REQUIREMENTS OF NCFC.
2.CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND
APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH
PRIOR TO CONSTRUCTION.
3.ANY EXISTING WATER AND SEWER LINES TO BE USED AS
ART OF THE FINAL DESIGN OF THE PROJECT SHALL BE
LOCATED BY SURVEY, TESTED BY A LICENSED CONTRACTOR
AND APPROVED BY THE CITY OF RALEIGH INSPECTOR PRIOR
TO SUBMITTAL OF CONSTRUCTION DRAWINGS.
4.UTILITY SIZES AND LOCATIONS ARE SHOWN FOR
ILLUSTRATIVE PURPOSES ONLY AND ARE SUBJECT TO
CHANGE BASED ON FINAL DESIGN AND CONSTRUCTION
APPROVAL.THIS SHALL INCLUDE BUT NOT LIMITED TO FIRE
HYDRANT LOCATIONS.
5.AS PART OF CONSTRUCTION DRAWING SUBMITTAL, FIRE
FLOW CALCULATIONS SHALL BE PROVIDED SHOWING
COMPLIANCE WITH NCFC. PROJECT MAY BE DEVELOPED IN
PHASES AND ALL PHASES SHALL BE REQUIRED TO MEET THE
MINIMUM REQUIRED FIRE FLOWS PER OCCUPANCY IN EACH
PHASE.
6.AN APPROVED WATER SUPPLY FOR FIRE SUPPRESSION
(TEMPORARY OR PERMANENT) SHALL BE PROVIDED AS
SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
7.THE SEWER DESIGN WILL BE EVALUATED DURING
CONSTRUCTION DRAWINGS TO AVOID VERY DEEP
MANHOLES AND STAY IN COMPLIANCE WITH CITY OF
RALEIGH DEPARTMENT OF PUBLIC UTILITIES (CORDPU)
STANDARDS AND SPECIFICATIONS.
8.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &
SEWER MAINS.
9.INSTALL 3
4" COPPER WATER SERVICES WITH METERS
LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT
IMMEDIATELY ADJACENT.
10.INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE
WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE &
SPACED EVERY 75 LINEAR FT MAXIMUM.
11.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL
WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES
ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING
BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT
UPSTREAM MANHOLE.
12.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE
PROJECT MUST BE OBTAINED FROM NCDWQ, USACE, &/OR
FEMA FOR ANY RIPARIAN BUFFER, WETLAND, &/OR
FLOODPLAIN IMPACTS PRIOR TO ANY CONSTRUCTION.
13.GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING
CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE
APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR
PRIOR TO ISSUANCE OF A BUILDING PERMIT.
14.UTILITY CONSTRUCTION APPROVAL IS REQUIRED FOR THIS
PROJECT, PLANS TO BE PREPARED BY AN NC STATE
PROFESSIONAL ENGINEER.
15.RIGHT OF WAY AND/OR EASEMENT DEDICATION IS REQUIRED
FOR THIS PROJECT (PRIOR TO CITY ACCEPTANCE OF
UTILITIES)
16.PROJECT SHALL EXTEND PUBLIC WATER AND SEWER ALONG
ALL INTERIOR AND ABUTTING RIGHT OF WAYS OF
DEVELOPMENT.
17.ALL MAINS UP TO 12" IN SIZE SHALL BE DESIGNED WITH A
BLOW-OFF ASSEMBLY THE SAME SIZE AS THE DIAMETER OF
THE PIPE.
18.FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED AT EVERY
INTERSECTION AND AT 500' (RESIDENTIAL) MAX INTERVALS
ALONG SITE FRONTAGE.
19.ALL WATER MAINS SHALL BE PRESSURE CLASS OR
THICKNESS CLASS DUCTILE IRON PIPE DESIGNED IN
ACCORDANCE WITH AWWA STANDARD C-150.
20.PROJECT SHALL EXTEND GRAVITY SEWER TO THE
PERIPHERY OF DEVELOPMENT BASED ON NATURAL
TOPOGRAPHY.
21.ALL CITY OF RALEIGH SANITARY SEWER EASEMENTS SHALL
BE A MINIMUM OF 30 FEET.
22.THE SANITARY SEWER SHALL BE EVALUATED DURING
CONSTRUCTION DRAWING REVIEW TO ENSURE ADJACENT
PROPERTIES HAVE ACCESS TO SANITARY SEWER WHERE
FEASIBLE AND IN COMPLIANCE WITH THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT STANDARDS AND
SPECIFICATION.
23.THE PROPOSED EXTENSION OF THE EXISTING OAK PARK
PUMP STATION WILL REQUIRE UPGRADES TO THE
DISCHARGE MANHOLE PER THE FORCE MAIN DISCHARGE
POLICY (PUBLIC UTILITIES HANDBOOK PG. 18).
24.PHASING WILL REQUIRE UTILITIES TO BE INSTALLED WITH
THE PHASE AND MAY REQUIRE DEDICATED EASEMENTS IF
OUTSIDE OF PLATTED RIGHT-OF-WAYS.
25.ANY OFFSITE SEWER EASEMENT REQUIRED TO CONNECT TO
THE PUBLIC SEWER MAIN LOCATED ON THE PROPERTY TO
THE NORTH MUST BE PRODUCED BY DEED OF EASEMENT
VIA THE CITY OF RALEIGH CITY ATTORNEY'S OFFICE.
OFFSITE EASEMENTS MUST BE RECORDED BY DEED OF
EASEMENT PRIOR TO CONSTRUCTION APPROVAL OF
INFRASTRUCTURE DRAWINGS (PUBLIC UTILITIES HANDBOOK
PG 71).
GENERAL UTILITY NOTES
0
SCALE 1"=200'
400'200'
25' PERIMETER
SETBACK
ZONE 2
NEUSE
RIPARIAN
BUFFER
CONSERVATION
BUFFER
WETLANDS
WETLANDS
WETLANDS
35' PERIMETER
BUFFER
35' PERIMETER
BUFFER
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
EXISTING
PUMP
STATION
LIMITS OF
ZONE AE
FLOOD PLAIN
PARALLEL
PARKING W/
VARIABLE WIDTH
ROW (TYP)
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
30' PUBLIC
GREENWAY
EASEMENT
60' CITY OF RALEIGH
PUBLIC UTILITY
EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
ZONE 1
NEUSE
RIPARIAN
BUFFER
2 MARKED
GRAVES
MAIL KIOSK WITH
44+ PARKING SPACES
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
NAD 83
C3.0 OVERALL UTILITY PLANLEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
S
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER, CITY OF RALEIGH, AND
NCDOT STANDARDS, SPECIFICATIONS, AND
DETAILS.
SANITARY SEWER
SANITARY MANHOLE
PROPOSED WATERMAIN
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
SAN
W
UTILITY LEGEND
S
EXISTING SAN. SEWER
EXISTING SAN. MANHOLE
SAN
EXISTING WATERMAINW
3/4" TYPE K COPPER WATER SERVICE
4" SCH 40 PVC SANITARY SERVICE
TYPICAL SERVICE INSTALLATION
& 5/8" METER (TYP.)
& CLEANOUT (TYP.)
UTILITY SEPARATION NOTES:
1.WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL
SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF SEPARATION
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE
TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE
PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED
FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
2.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR
ANYTIME A SANITARY SEWER PASSES OVER A WATER MAIN, DIP
MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH
SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS.
3.5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN
ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP
MATERIAL IS SPECIFIED FOR SANITARY SEWER.
4.MAINTAIN 18" MINIMUM VERTICAL SEPARATION AT ALL
WATERMAIN & RCP STORM DRAINAGE CROSSINGS; MAINTAIN 24"
MINIMUM VERTICAL SEPERATION AT ALL SANITARY SEWER &
RCP STORM DRAIN CROSSINGS.
5.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER &
SEWER FACILITIES WITH 18" MINIMUM VERTICAL SEPERATION
REQUIRED.
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR
EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN
THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC
UTILITIES DEPARTMENT AT [phone] AT LEAST TWENTY FOUR
HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER
OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A
FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY
OF RALEIGH.
X FENCE LINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
35' ENHANCED
STREETSCAPE 7ns.com05/11/2020
MVZ7s.com
XXX
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)
93(B)
91(B)
92(B)
94(B)
118(B)
XXX
X
X
X
XX X
X
X
X
X X XXXXXXXG
G
G
W
W
W
GGGGGGGGGGWWWWWWWWWD SANS
S
S
S
S
S
XXXXOREGO
N

T
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L 8''
SAN
S
S
S
S
FMFM
FM
FM
FM
FM
FM
FM
F
M
F
M
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MFM FMFMFMSANSANSAN8" SSWR294.44 LF @1.02%8" SSWR170.43 LF @0.58%SANS
S
S
S
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W8''W8''W
8''W
8''W
8''W
8''W
8''W8''W8
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8''
W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''
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8''
W
8''W NEW BETHEL CHURCH ROADSUTTON SPRINGS DRROAD AR
O
A
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PROAD P
ROAD Q
ROAD P
ROAD PROAD NS
S
SS
S
S
S
SS
S
S
SS
S
SS SS
S
S
SANSANSANSANSANSAN
SAN
SAN
SAN
MATCHLINE C3.1
MATCHLINE C3.2
2 MARKED
GRAVES
WETLANDS
DRY
DETENTION
POND 1
8" X 8" CROSS
(4) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
8" PVC
WATERMAIN
8" PVC WATERMAIN
8" PVC
WATERMAIN
FIRE HYDRANT
ASSEMBLY (TYP.)
8" X 8" TEE
(3) 8" GV
8" BLOWOFF
ASSEMBLY
& VALVE
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)MH 39 (4' DIA.)
MH 116 (4' DIA.)MH 45 (4' DIA.)
MH 44 (4' DIA.)
MH 43 (4' DIA.)
MH 42 (4' DIA.)
MH 46 (4' DIA.)
MH 34 (4' DIA.)
MH 35 (4' DIA.)
MH 40 (4' DIA.)
MH 37 (4' DIA.)
MH 38 (4' DIA.)
MH 41 (4' DIA.)
MH 47 (4' DIA.)
MH 67 (4' DIA.)
MH 66 (5' DIA.)
MH 65 (4' DIA.)
MH 64 (4' DIA.)
MH 30 (4' DIA.)
CONNECT TO EXISTING
WATERMAIN WITH
TAPPING SLEEVE & VALVE
FIRE HYDRANT
ASSEMBLY (TYP.)
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 2JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
S
SANITARY SEWER
SANITARY MANHOLE
PROPOSED WATERMAIN
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
SAN
W
UTILITY LEGEND
S
EXISTING SAN. SEWER
EXISTING SAN. MANHOLE
SAN
EXISTING WATERMAINW
X FENCE LINE 7ns.com05/11/2020
MVZ7s.com
381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
XXXXX
X
X X X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFM
8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''
W
8''
W
8''
W
8''
W
8''W 8''W8''W8''WROAD B
ROAD B
ROAD J
ROAD IROAD AR
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ROAD NROAD NSSSS SS SS S
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S
SAN
SAN
SAN SAN SANSANSAN SANSANSAN SANSANSANSANSAN30' CIT
Y

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A
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PUBLIC

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T
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I
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E
A
S
E
M
E
N
T
MATCHLINE C3.1
MATCHLINE C3.2
WETLANDS
MAIL KIOSK WITH
44+ PARKING
SPACES
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSMEBLY (TYP.)
FIRE HYDRANT
ASSMEBLY (TYP.)
FIRE HYDRANT
ASSMEBLY (TYP.)
FIRE HYDRANT
ASSMEBLY (TYP.)
8" PVC
WATERMAIN
8" PVC
WATERMAIN
8" PVC
WATERMAIN8" PVC
WATERMAIN
ZONE 1 NEUSE
RIPARIAN
BUFFER
ZONE 2 NEUSE
RIPARIAN
BUFFER
TEMPOARY BLOWOFF
ASSEMBLY & VALVE
END PHASE 1
CONSTRUCTION
TEMPOARY BLOWOFF
ASSEMBLY & VALVE
END PHASE 1
CONSTRUCTION
TEMPOARY BLOWOFF
ASSEMBLY & VALVE
END PHASE 1
CONSTRUCTION
8" BLOWOFF
ASSEMBLY
& VALVE
TEMPORARY 30' CITY
OF RALEIGH PUBLIC
UTILITY EASEMENT
FIRE HYDRANT
ASSMEBLY (TYP.)
FIRE HYDRANT
ASSMEBLY (TYP.)
FIRE HYDRANT
ASSMEBLY (TYP.)
ASSEMBLY (TYP.)
WET
DETENTION
POND 4
WET
DETENTION
POND 3
AMENITY
CENTER
FIRE HYDRANT
ASSMEBLY (TYP.)
MH 62 (4' DIA.)
MH 63 (4' DIA.)
MH 64 (4' DIA.)
MH 56 (4' DIA.)
MH 61 (4' DIA.)
MH 60 (4' DIA.)
MH 53 (4' DIA.)MH 54 (4' DIA.)MH 55 (4' DIA.)
MH 28 (5' DIA.)
MH 29 (5' DIA.)
MH 57 (5' DIA.)
MH 27 (5' DIA.)
MH 26 (4' DIA.)MH 25 (4' DIA.)MH 24 (4' DIA.)
MH 23 (5' DIA.)
MH 21 (5' DIA.)
MH 20 (4' DIA.)
MH 19
FIRE HYDRANT
ASSMEBLY (TYP.)
MH 22 (5' DIA.)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 2SIGNED DATE
APPROVED
Town of Garner
Engineering Department
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
S
SANITARY SEWER
SANITARY MANHOLE
PROPOSED WATERMAIN
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
SAN
W
UTILITY LEGEND
S
EXISTING SAN. SEWER
EXISTING SAN. MANHOLE
SAN
EXISTING WATERMAINW
X FENCE LINE 7ns.com05/11/2020
MVZ7s.com
SANITARY SEWER TABLE
STRUCTURE
UP
MH 01-EX
MH 02 (5' DIA.)
MH 03 (5' DIA.)
MH 04 (4' DIA.)
MH 06 (5' DIA.)
MH 07 (4' DIA.)
MH 08 (4' DIA.)
MH 8A (4' DIA.)
MH 09 (5' DIA.)
MH 10 (5' DIA.)
MH 11 (5' DIA.)
MH 12 (5' DIA.)
MH 13 (5' DIA.)
MH 14 (5' DIA.)
MH 15 (4' DIA.)
MH 16 (4' DIA.)
MH 17 (5' DIA.)
MH 18 (5' DIA.)
MH 19
MH 20 (4' DIA.)
MH 21 (5' DIA.)
MH 22 (5' DIA.)
MH 23 (5' DIA.)
MH 24 (4' DIA.)
MH 25 (4' DIA.)
HEIGHT
11.50'
18.54'
21.94'
11.51'
14.84'
7.41'
13.14'
8.67'
16.69'
20.81'
18.79'
17.26'
12.53'
15.03'
7.95'
8.66'
9.96'
23.16'
6.44'
5.46'
16.05'
15.58'
16.07'
10.60'
4.87'
TOP
225.50
232.94
237.24
228.41
232.94
227.51
233.94
230.27
239.69
246.31
245.29
244.86
241.03
245.63
239.65
241.46
244.26
259.16
243.94
244.56
257.35
257.98
259.47
255.80
252.31
INV IN
214.00' (8" RCP) MH 02 (5' DIA.)
214.60' (8" RCP) MH 03 (5' DIA.)
215.50' (8" RCP) MH 04 (4' DIA.)
217.10' (8" RCP) MH 06 (5' DIA.)
218.30' (8" RCP) MH 80 (5' DIA.)
220.30' (8" RCP) MH 08 (4' DIA.)
221.00' (8" RCP) MH 8A (4' DIA.)
221.80' (8" RCP) MH 09 (5' DIA.)
223.20' (8" RCP) MH 10 (5' DIA.)
225.70' (8" RCP) MH 11 (5' DIA.)
226.70' (8" RCP) MH 12 (5' DIA.)
226.70' (8" RCP) MH 90
227.80' (8" RCP) MH 13 (5' DIA.)
228.70' (8" RCP) MH 100 (4' DIA.)
230.80' (8" RCP) MH 15 (4' DIA.)
230.80' (8" RCP) MH 110
231.90' (8" RCP) MH 16 (4' DIA.)
233.00' (8" RCP) MH 17 (5' DIA.)
234.50' (8" RCP) MH 18 (5' DIA.)
236.20' (8" RCP) MH 19
236.20' (8" RCP) MH 120
237.70' (8" RCP) MH 20 (4' DIA.)
239.30' (8" RCP) MH 21 (5' DIA.)
241.50' (8" RCP) MH 22 (5' DIA.)
242.60' (8" RCP) MH 23 (5' DIA.)
242.60' (8" RCP) MH 70
243.60' (8" RCP) MH 24 (4' DIA.)
243.60' (8" RCP) MH 60 (4' DIA.)
245.40' (8" RCP) MH 25 (4' DIA.)
245.40' (8" RCP) MH 53 (4' DIA.)
247.64' (8" RCP) MH 26 (4' DIA.)
INV OUT
214.40' (8" RCP)
215.30' (8" RCP)
216.90' (8" RCP)
218.10' (8" RCP)
220.10' (8" RCP)
220.80' (8" RCP)
221.60' (8" RCP)
223.00' (8" RCP)
225.50' (8" RCP)
226.50' (8" RCP)
227.60' (8" RCP)
228.50' (8" RCP)
230.60' (8" RCP)
231.70' (8" RCP)
232.80' (8" RCP)
234.30' (8" RCP)
236.00' (8" RCP)
237.50' (8" RCP)
239.10' (8" RCP)
241.30' (8" RCP)
242.40' (8" RCP)
243.40' (8" RCP)
245.20' (8" RCP)
247.44' (8" RCP)
OUTLET PIPE
35' @ 1.14%
139' @ 0.51%
284' @ 0.49%
201' @ 0.50%
177' @ 0.56%
94' @ 0.53%
144' @ 0.42%
221' @ 0.54%
445' @ 0.52%
139' @ 0.58%
170' @ 0.53%
137' @ 0.51%
146' @ 0.55%
159' @ 0.56%
175' @ 0.51%
309' @ 0.42%
292' @ 0.51%
268' @ 0.49%
306' @ 0.46%
375' @ 0.53%
237' @ 0.38%
157' @ 0.51%
317' @ 0.50%
227' @ 0.90%
STRUCTURE
DOWN
MH 01-EX
MH 02 (5' DIA.)
MH 03 (5' DIA.)
MH 04 (4' DIA.)
MH 80 (5' DIA.)
MH 07 (4' DIA.)
MH 08 (4' DIA.)
MH 8A (4' DIA.)
MH 09 (5' DIA.)
MH 10 (5' DIA.)
MH 11 (5' DIA.)
MH 12 (5' DIA.)
MH 100 (4' DIA.)
MH 14 (5' DIA.)
MH 15 (4' DIA.)
MH 16 (4' DIA.)
MH 17 (5' DIA.)
MH 18 (5' DIA.)
MH 19
MH 20 (4' DIA.)
MH 21 (5' DIA.)
MH 22 (5' DIA.)
MH 23 (5' DIA.)
MH 24 (4' DIA.)
SANITARY SEWER TABLE
STRUCTURE
UP
MH 26 (4' DIA.)
MH 27 (5' DIA.)
MH 28 (5' DIA.)
MH 29 (5' DIA.)
MH 30 (4' DIA.)
MH 34 (4' DIA.)
MH 35 (4' DIA.)
MH 36 (4' DIA.)
MH 37 (4' DIA.)
MH 38 (4' DIA.)
MH 39 (4' DIA.)
MH 40 (4' DIA.)
MH 41 (4' DIA.)
MH 42 (4' DIA.)
MH 43 (4' DIA.)
MH 44 (4' DIA.)
MH 45 (4' DIA.)
MH 46 (4' DIA.)
MH 47 (4' DIA.)
MH 53 (4' DIA.)
MH 54 (4' DIA.)
MH 55 (4' DIA.)
MH 57 (5' DIA.)
MH 60 (4' DIA.)
MH 61 (4' DIA.)
HEIGHT
9.41'
16.56'
18.31'
13.05'
7.10'
7.05'
10.16'
11.51'
7.26'
7.65'
6.85'
9.63'
11.94'
9.23'
8.44'
7.44'
7.20'
10.54'
5.99'
10.98'
8.94'
5.37'
15.62'
10.21'
9.65'
TOP
258.06
266.86
270.31
266.75
262.50
265.55
273.66
277.10
283.76
289.75
293.85
274.04
284.24
288.23
288.74
288.44
290.50
291.34
287.99
263.18
268.94
270.37
267.33
265.29
272.75
INV IN
248.85' (8" RCP) MH 27 (5' DIA.)
250.50' (8" RCP) MH 28 (5' DIA.)
250.50' (8" RCP) MH 57 (5' DIA.)
252.20' (8" RCP) MH 29 (5' DIA.)
253.90' (8" RCP) MH 30 (4' DIA.)
253.90' (8" RCP) MH 52
255.60' (8" RCP) MH 31
255.60' (8" RCP) MH 34 (4' DIA.)
258.70' (8" RCP) MH 35 (4' DIA.)
263.70' (8" RCP) MH 40 (4' DIA.)
263.70' (8" RCP) MH 36 (4' DIA.)
265.79' (8" RCP) MH 37 (4' DIA.)
276.70' (8" RCP) MH 38 (4' DIA.)
282.20' (8" RCP) MH 39 (4' DIA.)
264.62' (8" RCP) MH 41 (4' DIA.)
272.50' (8" RCP) MH 42 (4' DIA.)
279.20' (8" RCP) MH 46 (4' DIA.)
279.20' (8" RCP) MH 43 (4' DIA.)
280.50' (8" RCP) MH 44 (4' DIA.)
281.20' (8" RCP) MH 45 (4' DIA.)
283.50' (8" RCP) MH 116 (4' DIA.)
281.00' (8" RCP) MH 47 (4' DIA.)
252.40' (8" RCP) MH 56 (4' DIA.)
252.40' (8" RCP) MH 54 (4' DIA.)
260.20' (8" RCP) MH 55 (4' DIA.)
255.43' (8" RCP) MH 61 (4' DIA.)
263.30' (8" RCP) MH 62 (4' DIA.)
INV OUT
248.65' (8" RCP)
250.30' (8" RCP)
252.00' (8" RCP)
253.70' (8" RCP)
255.40' (8" RCP)
258.50' (8" RCP)
263.50' (8" RCP)
265.59' (8" RCP)
276.50' (8" RCP)
282.10' (8" RCP)
287.00' (8" RCP)
264.42' (8" RCP)
272.30' (8" RCP)
279.00' (8" RCP)
280.30' (8" RCP)
281.00' (8" RCP)
283.30' (8" RCP)
280.80' (8" RCP)
282.00' (8" RCP)
252.20' (8" RCP)
260.00' (8" RCP)
265.00' (8" RCP)
251.71' (8" RCP)
255.10' (8" RCP)
263.10' (8" RCP)
OUTLET PIPE
202' @ 0.50%
290' @ 0.50%
288' @ 0.52%
285' @ 0.53%
285' @ 0.53%
323' @ 0.90%
164' @ 2.93%
69' @ 2.75%
133' @ 8.04%
117' @ 4.62%
122' @ 3.95%
144' @ 0.50%
405' @ 1.90%
102' @ 6.35%
194' @ 0.57%
81' @ 0.61%
99' @ 2.12%
145' @ 1.11%
188' @ 0.53%
287' @ 2.37%
295' @ 2.58%
335' @ 1.43%
196' @ 0.62%
283' @ 4.07%
133' @ 5.75%
STRUCTURE
DOWN
MH 25 (4' DIA.)
MH 26 (4' DIA.)
MH 27 (5' DIA.)
MH 28 (5' DIA.)
MH 29 (5' DIA.)
MH 30 (4' DIA.)
MH 34 (4' DIA.)
MH 35 (4' DIA.)
MH 36 (4' DIA.)
MH 37 (4' DIA.)
MH 38 (4' DIA.)
MH 35 (4' DIA.)
MH 40 (4' DIA.)
MH 41 (4' DIA.)
MH 42 (4' DIA.)
MH 43 (4' DIA.)
MH 44 (4' DIA.)
MH 42 (4' DIA.)
MH 46 (4' DIA.)
MH 24 (4' DIA.)
MH 53 (4' DIA.)
MH 54 (4' DIA.)
MH 27 (5' DIA.)
MH 23 (5' DIA.)
MH 60 (4' DIA.)
SANITARY SEWER TABLE
STRUCTURE
UP
MH 62 (4' DIA.)
MH 63 (4' DIA.)
MH 64 (4' DIA.)
MH 65 (4' DIA.)
MH 66 (5' DIA.)
MH 67 (4' DIA.)
MH 80 (5' DIA.)
MH 100 (4' DIA.)
MH 116 (4' DIA.)
HEIGHT
9.95'
9.93'
5.51'
8.40'
14.63'
6.09'
17.04'
11.21'
6.41'
TOP
280.05
280.83
281.91
286.60
293.93
286.79
235.94
240.81
293.11
INV IN
270.30' (8" RCP) MH 65 (4' DIA.)
270.30' (8" RCP) MH 63 (4' DIA.)
271.23' (8" RCP) MH 64 (4' DIA.)
278.40' (8" RCP) MH 66 (5' DIA.)
279.50' (8" RCP) MH 67 (4' DIA.)
230.00' (8" RCP) MH 81
219.10' (8" RCP) MH 07 (4' DIA.)
229.80' (8" RCP) MH 101
229.80' (8" RCP) MH 14 (5' DIA.)
INV OUT
270.10' (8" RCP)
270.90' (8" RCP)
276.40' (8" RCP)
278.20' (8" RCP)
279.30' (8" RCP)
280.70' (8" RCP)
218.90' (8" RCP)
229.60' (8" RCP)
286.70' (8" RCP)
OUTLET PIPE
226' @ 3.01%
99' @ 0.60%
298' @ 1.73%
318' @ 2.49%
177' @ 0.51%
224' @ 0.54%
107' @ 0.56%
161' @ 0.56%
112' @ 2.85%
STRUCTURE
DOWN
MH 61 (4' DIA.)
MH 62 (4' DIA.)
MH 63 (4' DIA.)
MH 62 (4' DIA.)
MH 65 (4' DIA.)
MH 66 (5' DIA.)
MH 06 (5' DIA.)
MH 13 (5' DIA.)
MH 45 (4' DIA.)
N/A
C3.3 SANITARY SEWER SCHEDULEALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER, CITY OF RALEIGH, AND
NCDOT STANDARDS, SPECIFICATIONS, AND
DETAILS.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
SANSANSANSANS
S
S
S
OREGO
N

T
R
L 8''
SANFMFM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
MFM FMFMFMROAD AR
O
A
D

O
R
O
A
D

PROAD P
ROAD Q
ROAD P
ROAD PROAD NXXX
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)
93(B)
91(B)
92(B)
94(B)
118(B)
XXX
X
X
X
XX X
X
X
X
X X XX2
8
0
280
27
5
2752802802
8
5
2
8
5
2
9
0
290295300305250250
255255
260
265
270
275
2802858''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''W8''W8''W
8''W
8''W
8''W
8''W
8''W8''W8
'
'W8''W8''W8''W8''W8''W8''W8''W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''
W
8''
W
8''W
S
S
SS
S
S
S
SS
S
S
SS
S
SS SS
S
S
SANSANSANSANSANSAN
SAN
SAN
SAN
25' PER
I
M
E
T
E
R

S
E
T
B
A
C
K
25' PERIMETER SETBACKERIMETER BUFFER35'

E
N
H
A
N
C
E
D

S
T
R
E
E
T
S
C
A
P
E
25'

P
E
R
I
M
E
T
E
R

S
E
T
B
A
C
K
2 MARKED
GRAVES
DRY
DETENTION
POND 1 SUTTON SPRINGS DRNEW BETHEL CHURCH ROADNCSR 2703 60' R/W30' CITY OF RALEIGHPUBLIC UTILITY EASEMENTBW
256.38'
BW
255.40'
BW
256.82'
TW
258.63'TW
261.36'
TW
260.71'
265
270
275
280
285
285290290
29
0 290290
290285
260
265
270
275
275
2
8
0
2
8
5280280
285290
28
5
28
5
29
0
29
029029
5
2
6
5
2
7
0
2
7
5
2
8
0285290280
285
290
2952
6
0
265
2
6
5
270
270
290290290290290290295295285
255
260
265
280
285
290
29
5
2
8
0
2
8
5285270270 VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
PUBLIC STORMWATER
ACCESS & MAINTENACE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
PAD
267.70'
PAD
268.60'
PAD
270.60'
PAD
272.70'
PAD
274.80'
PAD
276.90'
PAD
279.00'
PAD
281.10'
PAD
283.20'
PAD
285.30'
PAD
287.10'
PAD
288.60'
PAD
290.30'
PAD
291.90'
PAD
293.40'
PAD
294.80'
PAD
295.70'
PAD
296.00'
PAD
295.40'
PAD
294.40'
PAD
293.40'
PAD
292.50'
PAD
291.90'PAD
291.00'PAD
290.60'
PAD
290.50'
PAD
290.80'
PAD
291.10'
PAD
290.90'
PAD
290.20'
PAD
290.30'
PAD
291.00'
PAD
291.90'
PAD
292.70'
PAD
293.60'
PAD
294.00'
PAD
293.50'
PAD
292.10'
PAD
290.50'
PAD
288.70'
PAD
290.30'
PAD
291.80'
PAD
292.60'
PAD
292.30'
PAD
288.76'
PAD
287.72'
PAD
285.40'PAD
283.50'PAD
281.10'PAD
279.90'PAD
279.20'PAD
278.50'PAD
277.90'PAD
277.20'PAD
276.50'PAD
275.50'PAD
275.30'
PAD
275.60'
PAD
276.10'
PAD
276.70'
PAD
277.40'
PAD
278.00'
PAD
279.20'
PAD
280.38'
PAD
281.30'
PAD
283.00'
PAD
284.90'
PAD
286.80'
PAD
291.90'PAD
292.50'PAD
293.30'PAD
294.30'
PAD
295.40'PAD
293.40'
PAD
290.00'
PAD
293.00'
PAD
294.80'
PAD
295.00'
PAD
293.60'
PAD
290.70'
PAD
287.60'
PAD
287.30'
PAD
289.60'
PAD
292.60'
PAD
294.70'
PAD
293.80'
PAD
292.60'
PAD
290.80'
PAD
286.70'
PAD
286.10'
PAD
279.00'CB 706
DI 714
CB 707
CB 708
CB 801
CB 802
CB 803
CB 709
DI 804
DI 805
CB 628
CB 629
CB 630
CB 632
CB 631
CB 633
DI 634
DI 635
CB 636
CB 637
CB 638CB 642
CB 643
CB 644
CB 645
CB 640 DI 641
CB 639
DI 647
CB 646
FES 100
CB 101
CB 102
CB 103
CB 104
CB 105
FES 300
DI 301
DI 302
FES 200
CB 201
CB 202
CB 119
CB 118
CB 117
CB 116
CB 114
CB 115
CB 120
DI 122
DI 123
DI 124
CB 106
CB 111
CB 110
DI 108
DI 109
CB 107
PAD
283.70'
PAD
284.80'
PAD
286.10'
PAD
286.48'
PAD
285.70'
PAD
283.90'
MATCHLINE C4.1
MATCHLINE C4.2280PROPOSED
GRADING FOR
FUTURE PHASES
265270275280280
270
275
280
255
260
265
270250250250255255255260JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
0
SCALE 1"=60'
120'60'NAD 83C4.1 DETAILED GRADING & DRAINAGE PLAN - SHEET 1 OF 21"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE (SEE C4.0 FOR DETAIL)
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
1.PROPOSED DETENTION BASIN LOCATIONS AND DRAINAGE SYSTEMS ARE
SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND ARE SUBJECT TO CHANGE
BASED ON FINAL ENGINEERING DESIGN AND CALCULATIONS.
2.ALL STORMWATER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE
WITH SECTION 7.2 OF THE TOWN OF GARNER UDO AND ENGINEERING
STANDARDS OF SPECIFICATIONS.
3.FINAL DESIGN OF STORMWATER SCM'S MAY AFFECT ACTUAL LOT COUNT FOR
THE PROJECT.
4.MAINTENANCE OF THE DETENTION PONDS SHALL BE THE RESPONSIBILITY OF
THE HOMEOWNERS ASSOCIATION.
5.STREAM AND FLOODPLAIN BUFFER LOCATIONS ARE SUBJECT TO CHANGE
UPON DETAILED FLOODPLAIN ANALYSIS.
6.AT CONCLUSION OF THE PROJECT ALL SCM'S INSTALLED ON SITE MUST BE
CERTIFIED BY A DESIGN PROFESSIONAL AND THE TOWN OF GARNER
ENGINEERING DEPARTMENT MUST RECEIVE AS-BUILT DRAWINGS PRIOR TO
RECEIVING THE CERTIFICATE OF OCCUPANCY.
7.CONTACT THE ENGINEERING DEPARTMENT LAT 919-773-4458 OR
[e-mail] TO SCHEDULE A PRECONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS.
8.ALL SCM'S WILL PROVIDE A MINIMUM 20' VEHICULAR ACCESSIBLE ACCESS
EASEMENT FOR FUTURE MAINTENANCE AND INSPECTIONS. ACCESS
EASEMENTS SHALL PROVIDE DIRECT ACCESS TO THE PRIMARY
OUTFALL/BERM AND EASEMENT SLOPE SHALL NOT EXCEED 15% MAXIMUM
LONGITUDINAL SLOPE.
9.THE STORMWATER PLAN SHALL PROVIDE ADEQUATE NITROGEN REDUCTION.
10.ALL STREETS UNDER CONSTRUCTION DURING ALL PHASES SHALL BE
CONSTRUCTED, DESIGNED, AND MAINTAINED FOR ALL WEATHER DRIVING
CAPABILITIES. THIS SHALL ALSO INCLUDE THE FOLLOWING:
10.1.ALL STREETS SHALL BE TEMPORARY OR PERMANENTLY LABELED WITH
MINIMUM LETTERING OF 4" IN HEIGHT.
10.2.EVERY RESIDENTIAL LOT UNDER CONSTRUCTION SHALL HAVE A NUMERIC
ADDRESS OF AT LEAST 4" IN HEIGHT.
10.3.CLEAR STREET WIDTH OF 20 FOOT MINIMUM. THERE SHALL BE NO
STORAGE OF CONSTRUCTION MATERIALS OR WORKERS PARKED
HINDERING EMERGENCY VEHICLE ACCESS.
11.ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
GENERAL GRADING NOTES
7ns.com05/11/2020
MVZ7s.com
FMFMFMFMFM
ROAD BROAD B
ROAD J ROAD AR
O
A
D

O
ROAD NROAD N381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
XXXXX
X
X X X X
X
X225 225230230235
235
240
240
245
24524524525025025
0
250255 255260 260260
260265
270 2752808''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''
W
8''
W
8''
W
8''
W
8''W 8''W8''W8''WSSSS SS SS S
S
SSSSS
S
S
S
S
SAN
SAN
SAN SAN SANSANSAN SANSANSAN SANSANSANSANSAN35' PERIMETER BUFFER25' PERIMETER BUFFER35' PERIMETER BUFFER25' PERIMETER SETBACKMAIL KIOSK WITH
44 PARKING SPACES
AMENITY
CENTER
WETLANDS
WET
DETENTION
POND 4
WET
DETENTION
POND 3
30' CIT
Y

O
F

R
A
L
E
I
G
H
PUBLIC

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T
BW
246.04'
BW
260.95'
BW
263.65'
TW
249.24'
BW
246.12'
TW
248.03'
TW
249.74'
BW
247.20'
TW
251.70'
BW
250.34'
TW
262.18'
TW
263.88'250255255255260 2602602652
7
0270
260
26
5
2
7
0
275
280280
270
275
255260
265
270 260265270275280
26026527027528
0 275280285
28028524
5
25
0
240
245
250
255
240
240
235240245250255260270
235235
235240240
240
245250255 250255260260
265
270
275
265270270265
270270
270
275
275
PUBLIC STORMWATER
ACCESS & MAINTENACE
EASEMENT
PUBLIC STORMWATER
ACCESS & MAINTENACE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
PAD
286.70'
PAD
286.10'
PAD
284.90'
PAD
283.70'
PAD
282.50'
PAD
281.40'
PAD
280.20'
PAD
278.10'
PAD
273.60'
PAD
263.60'
PAD
265.50'
PAD
268.60'
PAD
262.40'
PAD
260.60'
PAD
262.70'
PAD
263.40'
PAD
265.20'
PAD
268.20'
PAD
270.00'
PAD
264.20'
PAD
266.00'
PAD
268.30'
PAD
271.30'
PAD
274.30'
PAD
277.70'
PAD
271.60'
PAD
272.50'
PAD
274.40'
PAD
277.50'
PAD
279.00'
PAD
286.00'
PAD
285.70'
PAD
283.85'
PAD
282.10'
PAD
254.00'PAD
254.00'
PAD
255.00'
PAD
258.00'
PAD
259.60'
PAD
262.10'
PAD
263.20'
PAD
266.20'
PAD
269.00'
PAD
270.00'
PAD
271.50'
PAD
271.50'
PAD
271.20'
PAD
274.20'
PAD
274.50'
PAD
273.50'
PAD
273.30'PAD
269.30'
PAD
268.50'
PAD
265.50'
PAD
268.50'
PAD
271.50'PAD
272.50'
PAD
274.50'
PAD
275.20'
PAD
272.20'
PAD
271.08'
PAD
268.70'
PAD
267.10'
PAD
264.30'
FES 600
DI 600A
CB 601
CB 602
CB 603
CB 604
CB 661
CB 660
CB 663
CB 662CB 664
CB 665
CB 666
CB 671
CB 672
DI 673
DI 674
CB 668
CB 667
CB 669
CB 670
DI 651 DI 650
DI 654 DI 649 DI 653
DI 648
DI 652
CB 605
CB 606
CB 607
FES 750
CB 751
CB 752
FES 700
CB 701
CB 715
CB 716
DI 753
DI 754
CB 710
CB 702
DI 619
CB 659
CB 658
CB 657
DI 618
CB 655
CB 656
CB 615
CB 614
CB 616
CB 617
CB 624
DI 675
CB 623
CB 622
CB 621
CB 620
DI 755
CB 703
DI 756
CB 711
CB 712
CB 704
CB 705
CB 713
CB 706
DI 714
FES 800
CB 801
CB 628
CB 629
PAD
286.48'
PAD
285.70'
PAD
283.90'
PAD
282.10'
MATCHLINE C4.1
MATCHLINE C4.2
PROPOSED
GRADING FOR
FUTURE PHASES
265
270275275275
280
2552602652700
SCALE 1"=60'
120'60'NAD 83C4.2 DETAILED GRADING & DRAINAGE PLAN - SHEET 2 OF 2LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
1"=60'
X FENCE (SEE C4.0 FOR DETAIL)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
STORM DRAINAGE TABLE
STRUCTURE
UP
CB 101
CB 102
CB 103
CB 104
CB 105
CB 106
CB 107
CB 110
CB 111
CB 114
CB 115
CB 116
CB 117
CB 118
CB 119
CB 120
CB 201
CB 202
CB 601
CB 603
CB 604
CB 605
CB 606
CB 607
CB 614
HEIGHT
15.79'
6.87'
7.29'
7.51'
6.82'
8.37'
4.57'
4.46'
4.57'
10.66'
6.36'
6.56'
5.27'
8.95'
8.15'
11.17'
5.83'
5.00'
5.19'
9.03'
8.63'
7.12'
9.09'
8.79'
8.22'
TOP
280.49
280.47
286.49
290.31
289.92
288.17
288.17
287.96
288.37
276.36
276.36
273.36
272.87
276.85
276.85
280.07
263.83
265.00
243.69
252.33
252.33
253.52
257.99
257.99
265.22
INV IN
272.90' (24" RCP) CB 103
273.40' (18" RCP) CB 102
264.70' (30" RCP) CB 114
279.20' (24" RCP) CB 106
279.70' (18" RCP) CB 104
282.80' (18" RCP) CB 105
281.00' (18" RCP) CB 107
282.52' (18" RCP) CB 110
283.60' (18" RCP) DI 108
283.50' (18" RCP) CB 111
265.70' (30" RCP) CB 116
269.70' (18" RCP) CB 115
267.30' (24" RCP) CB 117
267.60' (24" RCP) CB 118
268.40' (18" RCP) CB 120
268.40' (18" RCP) CB 119
268.90' (18" RCP) DI 122
258.00' (18" RCP) CB 202
238.50' (36" RCP) CB 602
243.30' (36" RCP) CB 604
243.70' (36" RCP) CB 605
245.20' (18" RCP) CB 660
246.40' (36" RCP) CB 606
247.40' (24" RCP) DI 648
248.90' (36" RCP) CB 607
249.70' (30" RCP) CB 614
257.00' (30" RCP) CB 616
258.00' (18" RCP) CB 615
INV OUT
264.70' (30" RCP)
273.60' (18" RCP)
279.20' (24" RCP)
282.80' (18" RCP)
283.10' (18" RCP)
279.80' (24" RCP)
283.60' (18" RCP)
283.50' (18" RCP)
283.80' (18" RCP)
265.70' (30" RCP)
270.00' (18" RCP)
266.80' (30" RCP)
267.60' (24" RCP)
267.90' (24" RCP)
268.70' (18" RCP)
268.90' (18" RCP)
258.00' (18" RCP)
260.00' (18" RCP)
238.50' (36" RCP)
243.30' (36" RCP)
243.70' (36" RCP)
246.40' (36" RCP)
248.90' (36" RCP)
249.20' (36" RCP)
257.00' (30" RCP)
OUTLET PIPE
184' @ 0.65%
29' @ 0.69%
142' @ 4.43%
64' @ 4.87%
29' @ 1.03%
85' @ 0.71%
29' @ 8.97%
196' @ 0.50%
28' @ 1.07%
180' @ 0.55%
29' @ 1.03%
204' @ 0.54%
28' @ 1.06%
60' @ 0.50%
29' @ 1.03%
74' @ 0.67%
51' @ 7.80%
43' @ 4.61%
165' @ 1.09%
113' @ 1.59%
32' @ 1.25%
99' @ 2.74%
118' @ 2.12%
32' @ 0.94%
241' @ 3.03%
STRUCTURE
DOWN
FES 100
CB 101
CB 101
CB 103
CB 104
CB 103
CB 106
CB 106
CB 110
CB 101
CB 114
CB 114
CB 116
CB 117
CB 118
CB 118
FES 200
CB 201
DI 600A
CB 602
CB 603
CB 604
CB 605
CB 606
CB 607
STORM DRAINAGE TABLE
STRUCTURE
UP
CB 615
CB 616
CB 617
CB 620
CB 621
CB 622
CB 623
CB 624
CB 628
CB 629
CB 630
CB 631
CB 632
CB 633
CB 636
CB 637
CB 638
CB 639
CB 640
CB 642
CB 643
CB 644
CB 645
CB 646
CB 655
HEIGHT
6.92'
8.35'
7.05'
9.64'
7.92'
7.17'
5.76'
8.17'
7.08'
7.27'
6.97'
7.79'
6.94'
8.65'
9.38'
7.34'
7.14'
7.00'
10.98'
8.11'
7.33'
7.03'
7.32'
10.42'
7.37'
TOP
265.22
267.85
267.85
271.74
271.12
271.17
273.76
274.17
278.58
280.97
280.97
281.99
281.94
284.35
286.38
286.34
286.34
288.30
293.58
286.51
286.23
286.23
288.52
293.92
262.57
INV IN
259.50' (30" RCP) CB 620
260.50' (18" RCP) CB 617
260.80' (18" RCP) DI 618
262.60' (24" RCP) CB 628
262.60' (24" RCP) CB 621
263.70' (18" RCP) CB 624
263.70' (18" RCP) CB 622
264.00' (18" RCP) DI 675
264.00' (18" RCP) CB 623
266.00' (18" RCP) CB 625
271.50' (24" RCP) CB 631
272.00' (18" RCP) CB 629
273.70' (18" RCP) CB 630
274.20' (24" RCP) CB 633
274.70' (18" RCP) CB 632
275.70' (24" RCP) CB 636
277.70' (18" RCP) DI 634
278.00' (24" RCP) CB 642
278.60' (18" RCP) CB 639
278.60' (18" RCP) CB 637
279.00' (18" RCP) CB 638
281.30' (18" RCP) CB 640
282.60' (18" RCP) DI 641
278.90' (18" RCP) CB 645
278.50' (18" RCP) CB 643
278.90' (18" RCP) CB 644
281.20' (18" RCP) CB 646
283.50' (18" RCP) DI 647
255.20' (18" RCP) CB 656
INV OUT
258.30' (18" RCP)
259.50' (30" RCP)
260.80' (18" RCP)
262.10' (30" RCP)
263.20' (24" RCP)
264.00' (18" RCP)
268.00' (18" RCP)
266.00' (18" RCP)
271.50' (24" RCP)
273.70' (18" RCP)
274.00' (18" RCP)
274.20' (24" RCP)
275.00' (18" RCP)
275.70' (24" RCP)
277.00' (24" RCP)
279.00' (18" RCP)
279.20' (18" RCP)
281.30' (18" RCP)
282.60' (18" RCP)
278.40' (24" RCP)
278.90' (18" RCP)
279.20' (18" RCP)
281.20' (18" RCP)
283.50' (18" RCP)
255.20' (18" RCP)
OUTLET PIPE
32' @ 0.94%
88' @ 2.84%
32' @ 0.94%
130' @ 2.00%
71' @ 0.85%
29' @ 1.02%
58' @ 6.88%
134' @ 1.71%
224' @ 3.97%
56' @ 3.04%
29' @ 1.03%
111' @ 2.43%
32' @ 0.94%
122' @ 1.23%
125' @ 1.04%
54' @ 0.74%
32' @ 0.62%
105' @ 2.58%
98' @ 1.32%
53' @ 0.75%
65' @ 0.61%
29' @ 1.03%
108' @ 2.14%
95' @ 2.43%
116' @ 0.69%
STRUCTURE
DOWN
CB 614
CB 614
CB 616
CB 616
CB 620
CB 621
CB 622
CB 621
CB 620
CB 628
CB 629
CB 628
CB 631
CB 631
CB 633
CB 636
CB 637
CB 636
CB 639
CB 636
CB 642
CB 643
CB 642
CB 645
DI 652
STORM DRAINAGE TABLE
STRUCTURE
UP
CB 656
CB 657
CB 658
CB 659
CB 660
CB 661
CB 662
CB 663
CB 664
CB 665
CB 666
CB 667
CB 668
CB 669
CB 670
CB 671
CB 672
CB 701
CB 702
CB 703
CB 704
CB 705
CB 707
CB 708
CB 709
HEIGHT
7.07'
7.41'
6.99'
5.60'
7.26'
6.98'
7.38'
7.08'
7.29'
7.47'
7.17'
7.53'
7.20'
7.42'
7.12'
7.02'
6.71'
8.24'
7.98'
6.32'
7.86'
7.49'
7.37'
7.57'
7.27'
TOP
262.57
266.11
265.99
270.60
257.16
257.18
261.38
261.38
265.59
266.07
266.07
269.63
269.80
269.72
269.72
268.12
268.11
258.74
264.98
270.52
279.46
281.49
285.57
289.27
289.27
INV IN
255.50' (18" RCP) CB 657
258.70' (18" RCP) CB 659
258.70' (18" RCP) CB 658
249.90' (18" RCP) CB 662
249.90' (18" RCP) CB 661
254.00' (18" RCP) CB 664
254.00' (18" RCP) CB 663
258.30' (18" RCP) CB 671
258.30' (18" RCP) CB 665
258.60' (18" RCP) CB 667
258.60' (18" RCP) CB 666
262.10' (18" RCP) CB 669
262.30' (18" RCP) CB 668
262.30' (18" RCP) CB 670
261.10' (18" RCP) DI 673
261.10' (18" RCP) CB 672
250.50' (24" RCP) CB 702
251.00' (18" RCP) CB 715
257.50' (18" RCP) CB 703
257.50' (18" RCP) CB 710
264.20' (18" RCP) CB 704
271.60' (18" RCP) CB 705
271.60' (18" RCP) CB 711
274.00' (18" RCP) CB 706
274.00' (18" RCP) CB 713
278.20' (18" RCP) CB 708
281.70' (18" RCP) CB 709
INV OUT
255.50' (18" RCP)
258.70' (18" RCP)
259.00' (18" RCP)
265.00' (18" RCP)
249.90' (18" RCP)
250.20' (18" RCP)
254.00' (18" RCP)
254.30' (18" RCP)
258.30' (18" RCP)
258.60' (18" RCP)
258.90' (18" RCP)
262.10' (18" RCP)
262.60' (18" RCP)
262.50' (18" RCP)
262.60' (18" RCP)
261.10' (18" RCP)
261.40' (18" RCP)
250.50' (24" RCP)
257.00' (24" RCP)
264.20' (18" RCP)
271.60' (18" RCP)
274.00' (18" RCP)
278.20' (18" RCP)
281.70' (18" RCP)
282.00' (18" RCP)
OUTLET PIPE
29' @ 1.03%
132' @ 2.42%
32' @ 0.95%
164' @ 3.85%
198' @ 2.38%
32' @ 0.94%
139' @ 2.95%
32' @ 0.94%
138' @ 3.11%
49' @ 0.61%
29' @ 1.03%
179' @ 1.95%
29' @ 1.03%
55' @ 0.73%
29' @ 1.03%
183' @ 1.53%
32' @ 0.94%
145' @ 6.19%
208' @ 3.12%
110' @ 6.11%
223' @ 3.33%
105' @ 2.29%
116' @ 1.72%
54' @ 6.51%
32' @ 0.94%
STRUCTURE
DOWN
CB 655
CB 656
CB 657
CB 657
CB 604
CB 660
CB 660
CB 662
CB 662
CB 664
CB 665
CB 665
CB 667
CB 667
CB 669
CB 664
CB 671
FES 700
CB 701
CB 702
CB 703
CB 704
CB 706
CB 707
CB 708
STORM DRAINAGE TABLE
STRUCTURE
UP
CB 710
CB 711
CB 712
CB 713
CB 715
CB 716
CB 751
CB 752
CB 801
CB 802
CB 803
DI 108
DI 109
DI 122
DI 301
DI 302
DI 600A
DI 618
DI 619
DI 634
DI 635
DI 641
DI 647
DI 648
DI 649
HEIGHT
7.18'
7.65'
7.35'
7.19'
6.94'
7.08'
8.02'
7.73'
6.31'
6.07'
4.07'
6.78'
4.59'
4.55'
4.01'
2.54'
10.80'
3.73'
3.12'
4.75'
3.36'
2.96'
3.63'
9.90'
3.21'
TOP
264.98
279.55
279.55
281.49
258.74
260.58
257.42
257.43
280.35
280.36
282.08
291.78
295.99
274.45
264.01
277.54
247.50
269.73
273.12
282.75
282.36
285.96
287.63
257.90
252.71
INV IN
271.90' (18" RCP) CB 712
251.80' (18" RCP) CB 716
253.50' (18" RCP) CB 717
249.40' (24" RCP) CB 752
250.20' (18" RCP) DI 753
274.04' (18" RCP) CB 802
277.60' (18" RCP) CB 803
278.01' (18" RCP) DI 804
285.00' (18" RCP) DI 109
269.90' (18" RCP) DI 123
260.00' (18" RCP) DI 302
236.70' (36" RCP) CB 601
266.00' (18" RCP) DI 619
278.00' (18" RCP) DI 635
250.50' (18" RCP) DI 652
248.50' (18" RCP) DI 649
249.50' (18" RCP) DI 650
INV OUT
257.80' (18" RCP)
271.90' (18" RCP)
272.20' (18" RCP)
274.30' (18" RCP)
251.80' (18" RCP)
253.50' (18" RCP)
249.40' (24" RCP)
249.70' (24" RCP)
274.04' (18" RCP)
274.29' (18" RCP)
278.01' (18" RCP)
285.00' (18" RCP)
291.40' (18" RCP)
269.90' (18" RCP)
260.00' (18" RCP)
275.00' (18" RCP)
236.70' (36" RCP)
266.00' (18" RCP)
270.00' (18" RCP)
278.00' (18" RCP)
279.00' (18" RCP)
283.00' (18" RCP)
284.00' (18" RCP)
248.00' (24" RCP)
249.50' (18" RCP)
OUTLET PIPE
29' @ 1.03%
54' @ 0.56%
29' @ 1.03%
29' @ 1.03%
29' @ 2.76%
54' @ 3.16%
68' @ 5.73%
32' @ 0.94%
74' @ 0.50%
32' @ 0.78%
81' @ 0.51%
143' @ 0.98%
116' @ 5.52%
62' @ 1.62%
53' @ 1.89%
210' @ 7.14%
153' @ 0.78%
173' @ 3.00%
164' @ 2.44%
36' @ 0.83%
137' @ 0.73%
74' @ 0.54%
72' @ 0.70%
109' @ 0.55%
156' @ 0.64%
STRUCTURE
DOWN
CB 702
CB 704
CB 711
CB 705
CB 701
CB 715
FES 750
CB 751
FES 800
CB 801
CB 802
CB 107
DI 108
CB 120
FES 300
DI 301
FES 600
CB 617
DI 618
CB 633
DI 634
CB 640
CB 646
CB 605
DI 648
STORM DRAINAGE TABLE
STRUCTURE
UP
DI 650
DI 651
DI 652
DI 653
DI 654
DI 673
DI 674
DI 675
DI 714
DI 753
DI 754
DI 755
DI 756
DI 804
DI 805
FES 1
FES 3
FES 4
FES 100
FES 200
FES 300
FES 600
FES 700
FES 750
FES 800
HEIGHT
3.55'
3.68'
10.32'
3.82'
3.44'
6.00'
2.87'
4.38'
3.70'
3.87'
3.34'
3.53'
3.53'
5.45'
3.26'
6.65'
6.89'
6.57'
5.71'
???'
???'
5.72'
6.40'
???'
3.21'
TOP
256.75
261.18
264.72
266.82
271.44
268.60
268.77
272.38
280.70
257.37
260.34
266.53
274.53
284.18
290.01
262.79
238.33
238.75
266.29
255.71
260.71
238.83
243.75
247.75
275.38
INV IN
253.20' (18" RCP) DI 651
254.40' (18" RCP) DI 653
254.40' (18" RCP) CB 655
263.00' (18" RCP) DI 654
262.60' (18" RCP) DI 674
253.50' (18" RCP) DI 754
257.00' (18" RCP) DI 755
263.00' (18" RCP) DI 756
278.73' (18" RCP) DI 805
259.00' (30" RCP) RISER 1
235.00' (36" RCP) RISER 3
236.50' (24" RCP) RISER 4
263.50' (30" RCP) CB 101
254.00' (18" RCP) CB 201
259.00' (18" RCP) DI 301
235.50' (36" RCP) DI 600A
241.50' (24" RCP) CB 701
245.50' (24" RCP) CB 751
273.67' (18" RCP) CB 801
INV OUT
253.20' (18" RCP)
257.50' (18" RCP)
254.40' (18" RCP)
263.00' (18" RCP)
268.00' (18" RCP)
262.60' (18" RCP)
265.90' (18" RCP)
268.00' (18" RCP)
277.00' (18" RCP)
253.50' (18" RCP)
257.00' (18" RCP)
263.00' (18" RCP)
271.00' (18" RCP)
278.73' (18" RCP)
286.75' (18" RCP)
OUTLET PIPE
138' @ 2.67%
141' @ 3.05%
40' @ 9.84%
140' @ 6.13%
159' @ 3.15%
28' @ 5.44%
161' @ 2.05%
47' @ 8.59%
84' @ 0.95%
65' @ 5.07%
136' @ 2.58%
183' @ 3.28%
183' @ 4.37%
157' @ 0.46%
183' @ 4.38%
STRUCTURE
DOWN
DI 649
DI 650
DI 648
DI 652
DI 653
CB 671
DI 673
CB 622
CB 706
CB 752
DI 753
DI 754
DI 755
CB 803
DI 804
STORM DRAINAGE TABLE
STRUCTURE
UP
RISER 1
RISER 3
RISER 4
HEIGHT
9.00'
6.25'
4.00'
TOP
270.00
241.50
241.00
INV IN
263.00' (3" RCP)
238.00' (3" RCP)
239.50' (6" RCP)
238.00' (3" RCP)
239.19' (6" RCP)
INV OUT
261.00' (30" RCP)
235.25' (36" RCP)
237.00' (24" RCP)
OUTLET PIPE
127' @ 1.58%
87' @ 0.29%
61' @ 0.82%
STRUCTURE
DOWN
FES 1
FES 3
FES 4
N/A
C4.3 STORM DRAINAGE SCHEDULEALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
OSC 6
476(A)475(A)
474(A)473(A)
472(A)
477(A)
103(C)
104(C)
100(C)
101(C)
102(C)
89(C)
88(C)
75(C)
76(C)
90(C)87(C)
86(C)
99(B)
91(B)8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSSSSSANSANMH 67 (4' DIA.)
MH 64 (4' DIA.)
MH 51
MH 56 (4' DIA.)
8" PV
C8" DIPCB 646
CB 640
CB 645
DI 647
CB 639
CB 642
CB 636
CB 637
CB 638
CB 644
CB 643
DI 641
CB 633
DI 634
DI 635
CB 631
CB 632
CB 630
CB 629
CB 628
CB 624
CB 625
CB 620
CB 623
DI 675
CB 622
CB 621
CB 616
24" R
C
P
24" RCP
24" RCP
24" RCP
24" RCP18" RCP
18"
R
C
P
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18
"

R
C
P 18" RCP24"
RCP
18"
R
C
P 18"
RCP18" RCP18" RCP18" RCP18" RCP18"
RCP18" RCP18"
RCP
18"
R
C
P
30" R
C
P
18" RCP9+74.6010+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+0
0
19+0
0
20+0
0
8" X 8" CROSS
(4) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
8" PVC
WATERMAIN
8" PVC
WATERMAIN
8" PVC
WATERMAIN
8" PVC
WATERMAIN 0+001+002+006+007+008+00STA 12+90.59 ROAD A
STA 7+57.09 ROAD P
STA 19+22.51 ROAD A
STA 0+00.54 ROAD K
0+001+002+00STA 16+52.30 ROAD A
STA 0+00.00 ROAD O
ROAD A ROAD PROAD O10' X 70' SDT
EASEMENT
10' X 70' SDT
EASEMENT
10' X 70' SDT
EASEMENT
10' X 70' SDT
EASEMENT
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
10' X 70' SDT
EASEMENT
10' X 70' SDT
EASEMENT
8" PV
C

W
A
T
E
R
M
A
I
N
PROPOSED 6" DIP
HYDRANT EXTENSION
PROPOSED
GRADE
3' MIN
EXISTING GRADE
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" CROSS
8" GV (4)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD A PROFILE
255
260
265
270
275
280
285
290
295
300
305
310
315
255
260
265
270
275
280
285
290
295
300
305
310
315
-1.73%
6.00
%
1.00%
-8
.
3
5
%PVI STA = 9+89.61PVI ELEV = 297.5050' VC
K = 39.51
A.D. = -1.27%
PVI ELEV = 282.46
PVI STA = 15+75
HIGH PT STA = 15+50.00
HIGH POINT ELEV = 282.89
BVCS = 15+50.00BVCE = 282.89EVCS = 16+00.00EVCE = 281.7198' VC
K = 10.52
A.D. = -9.35%
PVI ELEV = 299.82
PVI STA = 10+70
HIGH PT STA = 10+31.33
HIGH POINT ELEV = 299.38
BVCS = 10+20.81BVCE = 299.33EVCS = 11+19.19EVCE = 295.71137' VC
K = 20.67
A.D. = 6.62%
PVI ELEV = 288.96
PVI STA = 12+00
LOW POINT STA = 12+68.41
LOW POINT ELEV = 287.77
BVCS = 11+31.59BVCE = 294.67EVCS = 12+68.41EVCE = 287.77298.12299.21297.14293.22290.09288.18287.23286.36285.49284.63283.76282.89281.71280.21278.71277.21275.71274.21272.71271.21269.72298.3293.5291.7289.0288.3287.5286.6286.5286.5285.2284.5284.6286.8285.4285.4284.3284.1283.4282.2282.2278.88+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
111 LF
24" RC
P
@ 2.4
3
%
224
L
F
24"
R
C
P
@ 3
.
9
7
%
122 LF
24" RCP
@ 1.23%
125 LF
24" RCP
@ 1.04%
105 L
F
18" R
C
P
@ 2.5
8
%
108 LF
18" RCP
@ 2.14%
98 LF
18" RCP
@ 1.32%
CB 620
TOP 271.74
INV IN 262.60 (628-620)
INV IN 262.60 (621-620)
INV OUT 262.10 (620-616)
CB 623
TOP 273.76
INV OUT 268.00 (623-622)
130 LF
30" RCP
@ 2.00%
MH 56 (4' DIA.)
TOP 274.21
INV OUT 262.24 (56-53)CB 640
TOP 293.58
INV IN 282.60 (641-640)
INV OUT 282.60 (640-639)
CB 646
TOP 293.92
INV IN 283.50 (647-646)
INV OUT 283.50 (646-645)
CB 639
TOP 288.30
INV IN 281.30 (640-639)
INV OUT 281.30 (639-636)
CB 645
TOP 288.52
INV IN 281.20 (646-645)
INV OUT 281.20 (645-642)
CB 642
TOP 286.51
INV IN 278.90 (645-642)
INV IN 278.50 (643-642)
INV OUT 278.40 (642-636)
CB 633
TOP 284.35
INV IN 275.70 (636-633)
INV IN 277.70 (634-633)
INV OUT 275.70 (633-631)
CB 632
TOP 281.94
INV OUT 275.00 (632-631)
CB 631
TOP 281.99
INV IN 274.20 (633-631)
INV IN 274.70 (632-631)
INV OUT 274.20 (631-628)
CB 636
TOP 286.38
INV IN 278.00 (642-636)
INV IN 278.60 (639-636)
INV IN 278.60 (637-636)
INV OUT 277.00 (636-633)
53 LF
24" RCP
@ 0.75%
STA 12+90.59 ROAD "A"
STA 7+57.09 ROAD "P"
STA 16+52.30 ROAD "A"
STA 10+00.00 ROAD "O"
18" MIN.
18" MIN.
24" MIN.366 LF
8" PVC
@2.64%
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENT
NAD 83SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C5.1 ROAD A1 PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "A" PLAN VIEW
60' ROW 32'B-B
ROAD "A" PLAN VIEW
80' ROW 55'B-B 7ns.com05/11/2020
MVZ7s.com
OSC 17
OSC 12
476(A)
475(A)
474(A)
473(A)
472(A)
366(A)
365(A)
404(A)
403(A)
405(A)
103(C)104(C)
105(C)
106(C)107(C)
100(C)
108(C)101(C)109(C)102(C)110(C)
OSC 26 XXXXXX8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WS S SSANSANSANSANSANMH 64 (4' DIA.)
MH 56 (4' DIA.)
MH 53 (4' DIA.)
MH 24 (4' DIA.)8" DIP8" PVC8" PVC
8" PVC8" PVC
CB 624
CB 620
CB 623
DI 675
CB 622
CB 621
CB 617
CB 616 CB 614
CB 615
DI 652
CB 656
CB 655
CB 607
CB 606
DI 648
CB 605
36" RCP3
6
"

R
C
P36" RCP30" RCP30" RCP
24" RCP
18" RCP24" RCP1
8
"
RCP18" RCP18" RCP18" RCP18" RCP18"
R
C
P
18" RCP 24" RCP
18" RCP18" RCP18" RCP18" RCP30" RCP
18" RC
P
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+83.51
8" PVC
WATERMAIN
8" PVC
WATERMAIN
8" PVC
WATERMAIN
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE
HYDRANT
ASSEMBLY
(TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)0+001+000+001+00ROAD KSTA 19+22.51 ROAD A
STA 0+00.00 ROAD K
STA 22+07.51 ROAD A
STA 0+00.00 ROAD J
8+009+0010+00STA 24+95.01 ROAD A
STA 9+38.27 ROAD B
ROAD B
ROAD A
20' PRIVATE
DRAINAGE
EASEMENT
20'
PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
ROAD B
10' X 70' SDT
EASEMENT
10' X 70' SDT
EASEMENT
10' X 70' SDT
EASEMENT
ROAD J8" PV
C

W
A
T
E
R
M
A
I
N
PROPOSED 6" DIP
HYDRANT EXTENSION
PROPOSED
GRADE
EXISTING GRADE
3' MIN
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD A PROFILE (1)
235
240
245
250
255
260
265
270
275
280
235
240
245
250
255
260
265
270
275
280
272.71271.21269.72268.22266.72265.22263.72262.22260.72259.22257.72256.22254.72282.2282.2278.8277.5275.9274.6272.5270.2269.8265.4259.6254.1247.9244.619+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50
8" X 8" TEE
8" GV (3)
366 LF
8" PVC
@ 2.69%
MH 53 (4' DIA.)
TOP 263.18
INV IN 252.40 (56-53)
INV IN 252.40 (54-53)
INV OUT 252.20 (53-24)
MH 24 (4' DIA.)
TOP 255.80
INV IN 245.40 (25-24)
INV IN 245.40 (53-24)
INV OUT 245.20 (24-23)
241 LF
30" RCP
@ 3.03%
88 LF
30" RCP
@ 2.84%
130 LF
30" RCP
@ 2.00%
CB 617
TOP 267.85
INV IN 260.80 (618-617)
INV OUT 260.80 (617-616)
CB 616
TOP 267.85
INV IN 259.50 (620-616)
INV IN 260.50 (617-616)
INV OUT 259.50 (616-614)
CB 615
TOP 265.22
INV OUT 258.30 (615-614)
CB 614
TOP 265.22
INV IN 257.00 (616-614)
INV IN 258.00 (615-614)
INV OUT 257.00 (614-607)
CB 607
TOP 257.99
INV IN 249.70 (614-607)
INV OUT 249.20 (607-606)
CB 606
TOP 257.99
INV IN 248.90 (607-606)
INV OUT 248.90 (606-605)
CB 620
TOP 271.74
INV IN 262.60 (628-620)
INV IN 262.60 (621-620)
INV OUT 262.10 (620-616)
287 LF
8" PVC
@ 2.37%
STA 19+22.51 ROAD " A"
STA 10+00.00 ROAD "K"
STA 22+07.51 ROAD "A"
STA 0+00.00 ROAD "J"
PROPOSED
GRADE
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENT
NAD 83SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
1" = 200'
C5.2 ROAD A2 PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "A" PLAN VIEW
60' ROW 32' B-B 7ns.com05/11/2020
MVZ7s.com
OSC 17
OSC 16
OSC 15
381(A)
382(A)
383(A)
384(A)380(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
530(A)
531(A)
532(A)
377(A)
376(A)
375(A)379(A)
378(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
110(C)
111(B)
OSC 26
XX
X
X
X X X X X
X
X8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W 8''WS S SSSSSANSAN SANMH 57 (5' DIA.)
MH 27 (5' DIA.)
MH 23 (5' DIA.)
MH 26 (4' DIA.)
MH 24 (4' DIA.)
MH 25 (4' DIA.)
8" DIP
8" DI
P
8" DIP8" DIP
8" DIP8" DIP 8" DIPDI 673
CB 671
CB 672
CB 665CB 666
CB 664 CB 662
CB 663
CB 607
CB 606
DI 648
CB 661
CB 660 CB 605
DI 649
CB 604
CB 60336" RCP36" RCP 36" RCP
36" RCP
1
8
"
RCP
18" RCP 18" RCP
36" RCP18" RCP
18" RCP 18" RCP24" RCP18" RCP
18" RCP18" RCP
18" RCP
18" RCP18" RCP
CB 716
CB 715CB 701
1
8
"

R
C
P
18" RCP
24" RCP10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
FES 700
FIRE HYDRANT
ASSEMBLY
(TYP.)
FIRE HYDRANT
ASSEMBLY
(TYP.)FIRE HYDRANT
ASSEMBLY
(TYP.)
FIRE HYDRANT
ASSEMBLY
(TYP.)
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
8" WATERMAIN
8" WATERMAIN
8" BLOWOFF
ASSEMBLY
(TYP).
20' PRIVATE
DRAINAGE
EASEMENT9+7010+0011+0024+0025+0025+83.5119+0019+87.51STA 12+17.50 ROAD B
STA 10+00.00 ROAD I
STA 19+35.77 ROAD B
STA 24+95.01 ROAD A STA 22+53.27 ROAD B
STA 19+57.51 ROAD N
PUBLIC DRAINAGE EASEMENT
WIDTH VARIES (TYP.)
10' X 70' SDT (TYP.)
10' X 70' SDT (TYP.)
PUBLIC DRAINAGE EASEMENT
WIDTH VARIES (TYP.)
ROAD I ROAD B ROAD N
FES 750 24" RCPCB 751 24" RCPCB 752 18" RCPDI 753
TEMPORARY
BLOW OFF
VALVE
8" PV
C

W
A
T
E
R
M
A
I
N
PROPOSED
GRADE
EXISTING GRADE
3' MIN
8" X 8" TEE
8" GV (3)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD B PROFILE
230
235
240
245
250
255
260
265
270
275
280
285
230
235
240
245
250
255
260
265
270
275
280
285
3.22%
-3.04
%
1.50%STA 9+23.61ELEV 264.70154' VC
K = 24.61
A.D. = -6.26%
PVI ELEV = 270.38
PVI STA = 11+00
HIGH PT STA = 11+02.27
HIGH POINT ELEV = 269.18
BVCS = 10+23.03BVCE = 267.90EVCS = 11+76.97EVCE = 268.04111' VC
K = 24.49
A.D. = 4.54%
PVI ELEV = 251.62
PVI STA = 17+18
LOW POINT STA = 17+36.80
LOW POINT ELEV = 252.18
BVCS = 16+62.47BVCE = 253.31EVCS = 17+73.53EVCE = 252.45262.0263.4266.5269.5270.1271.5272.6273.4271.5267.9265.8263.6260.3257.0253.7252.5249.4249.5252.3252.2249.3247.8246.9246.8247.3248.4250.3251.5250.3245.8265.55267.16268.62269.18268.71267.34265.83264.31262.79261.27259.76258.24256.72255.20253.68252.45252.21252.85253.60254.35255.10255.85256.60257.35258.10258.85259.60260.35261.108+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
MH 57 (5' DIA.)
TOP 267.33
INV OUT 251.71 (57-27)
196 LF
8" DIP
@ 0.62%
MH 27 (5' DIA.)
TOP 266.86
INV IN 250.50 (28-27)
INV IN 250.50 (57-27)
INV OUT 250.30 (27-26)
290 LF
8" DIP
@ 0.50%
MH 26 (4' DIA.)
TOP 258.06
INV IN 248.85 (27-26)
INV OUT 248.65 (26-25)
202 LF
8" DIP
@ 0.50%
MH 25 (4' DIA.)
TOP 252.31
INV IN 247.64 (26-25)
INV OUT 247.44 (25-24)
MH 24 (4' DIA.)
TOP 255.80
INV IN 245.80 (25-24)
INV IN 245.80 (53-24)
INV OUT 245.60 (24-23)
227 LF
8" DIP
@ 0.72%
317 LF
8" DIP
@ 0.50%
MH 23 (5' DIA.)
TOP 259.47
INV IN 244.00 (24-23)
INV IN 244.00 (60-23)
INV OUT 243.80 (23-22)
157 LF
8" DIP
@ 0.51%
CB 671
TOP 268.12
INV IN 261.10 (673-671)
INV IN 261.10 (672-671)
INV OUT 261.10 (671-664)
183 LF
18" RCP
@ 1.53%
CB 664
TOP 265.59
INV IN 258.30 (671-664)
INV IN 258.30 (665-664)
INV OUT 258.30 (664-662)
138 L
F
18"
R
C
P
@ 3.
1
1
%
CB 663
TOP 261.38
INV OUT 254.30 (663-662)
139 L
F
18" R
C
P
@ 2.
9
5
%
CB 660
TOP 257.16
INV IN 249.90 (662-660)
INV IN 249.90 (661-660)
INV OUT 249.90 (660-604)
CB 604
TOP 252.33
INV IN 243.70 (605-604)
INV IN 245.20 (660-604)
INV OUT 243.70 (604-603)
99 LF
36" RCP
@ 2.74%CB 605
TOP 253.52
INV IN 246.40 (606-605)
INV IN 247.40 (648-605)
INV OUT 246.40 (605-604)
118 LF
36" RCP
@ 2.12%
54 LF
18" RCP
@ 3.16%
CB 716
TOP 260.58
INV IN 253.50 (717-716)
INV OUT 253.50 (716-715)
701-700
24" RCP
INV = 246.98
3' MIN
EXISTING GRADE
PROPOSED
GRADE
8" BLOW OFF
ASSEMBLY
PROPOSED 6" DIP
HYDRANT EXTENSION PROPOSED 6" DIP
HYDRANT EXTENSION
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
CB 661
TOP 257.18
INV OUT 250.20 (661-660)
CB 662
TOP 261.38
INV IN 254.00 (664-662)
INV IN 254.00 (663-662)
INV OUT 254.00 (662-660)
CB 672
TOP 268.11
INV OUT 261.40 (672-671)
CB 603
TOP 252.33
INV IN 243.30 (604-603)
INV OUT 243.30 (603-602)
6" CLEAR
198 LF
18" RC
P
@ 2.38
%6" CLEAR
CONCRETE CRADLE @ STORM
AND SEWER CROSSING
CONCRETE CRADLE @ STORM
AND SEWER CROSSING
CB 751
TOP 257.42
INV IN 249.40 (752-751)
INV OUT 249.40 (751-750)
CB 752
TOP 257.43
INV IN 250.20 (753-752)
INV OUT 249.70 (752-751)
END CONSTRUCTION
STA 10+29.19
END CONSTRUCTION
STA 23+09.24
ROAD "B" = STA 12+17.50
ROAD "I" = STA. 10+00.00
ROAD "B" = STA 19+35.77
ROAD "A" = STA. 24+95.01
ROAD "B" = STA 22+53.77
ROAD "N" = STA. 19+57.5118" MIN 5' DIA. MH5' DIA. MH18" MIN.
18" MIN.
CONCRETE CRADLE @ STORM
AND SEWER CROSSING
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENTNAD 83SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/11/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
MVZ
331 FOR REVIEWC5.3 ROAD B PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "B" PLAN VIEW
60' ROW 32' B-B
END OF
CONSTUCTION
STA. = 23+09.24
END OF
CONSTUCTION
STA. = 10+29.19
OSC 2 OSC 1
40(B)
42(B)
59(B)60(B)61(B)62(B)63(B)
58(B)
68(B)
43(B)44(B)45(B)46(B)47(B)48(B)50(B)
67(B)66(B)65(B)64(B)
7(B)
6(B)
5(B)
4(B)
11(B)
10(B)
9(B)
8(B)
41(B)
49(B)
36(B)
37(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
OSC 3SSS SSS SSANSANSANSANSANSANSANMH 46 (4' DIA.)
MH 42 (4' DIA.)
MH 41 (4' DIA.)
MH 36 (4' DIA.)
MH 35 (4' DIA.)
MH 40 (4' DIA.)8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC
DI 109
DI 108
CB 104
CB 105
CB 107 CB 106
CB 103 CB 101
CB 102
CB 120
DI 124
CB 118
CB 119
CB 115
CB 114
DI 123 DI 122
CB 116
CB 117
24" RCP18" RC
P
18"
R
C
P
24" RCP 30" RCP18" RCP
18" RC
P
18" RC
P18" RCP18" RCP 18" RCP 18" RCP 18" RCP24" RCP
24" RCP
30" RCP
18" RCP
30" RCP
18" RCP18" RCP
DI 3029+72.5
0
10+00
11+00 12+00 13+00 14+00 15+00 16+00
16+7
8
.
6
4
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSEMBLY (TYP.)FIRE HYDRANT
ASSEMBLY (TYP.)
8" WATERMAIN
8" WATERMAIN
8" WATERMAIN21+0022+0023+0024+0031+0032+0033+0034+0010' X 70' SDT (TYP.)
10' X 70' SDT (TYP.)
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
PUBLIC DRAINAGE EASEMENT
WIDTH VARIES (TYP.)
STA 10+00.00 ROAD Q
STA 22+32.43 ROAD P
STA 16+51.14 ROAD Q
STA 32+50.44 ROAD P
PUBLIC DRAINAGE EASEMENT
WIDTH VARIES (TYP.)ROAD PROAD P8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSANHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD Q PROFILE
250
255
260
265
270
275
280
285
290
295
300
250
255
260
265
270
275
280
285
290
295
300
289.5289.0286.1281.7279.1278.2276.4277.0276.5278.1277.8277.7278.1277.5274.7288.69286.82284.68282.54280.39278.59277.47276.69275.91275.13274.35273.56273.22274.00PROPOSED 6" DIP
HYDRANT EXTENSION
PROPOSED
GRADE
3' MIN
EXISTING GRADE
3' MIN
8" X 6" TEE
8" GV (2)
6" GV (1)
-2.00%
2.00%-2.00%
2.00%
-4.2
9
%
-1.56%PVI STA = 9+88.00PVI ELEV = 288.45PVI STA = 16+63.14PVI ELEV = 273.78PVI STA = 10+00.00PVI ELEV = 288.69PVI STA = 10+12.00PVI ELEV = 288.45PVI STA = 16+51.14PVI ELEV = 274.02100' VC
K = 36.71
A.D. = 2.72%
PVI ELEV = 278.25
PVI STA = 12+50
LOW POINT STA = 13+00.00
LOW POINT ELEV = 277.47
BVCS = 12+00.00BVCE = 280.39EVCS = 13+00.00EVCE = 277.4771' VC
K = 20.00
A.D. = 3.56%
PVI ELEV = 272.88
PVI STA = 15+94
LOW POINT STA = 15+89.62
LOW POINT ELEV = 273.19
BVCS = 15+58.38BVCE = 273.43EVCS = 16+29.62EVCE = 273.59-2.00%
2.00%-2.00%
2.00%
-4.2
9
%
-1.56%
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
MH 42 (4' DIA.)
TOP 288.23
INV IN 279.20 (46-42)
INV IN 279.20 (43-42)
INV OUT 279.00 (42-41)
10
2

L
F
8"
P
V
C
@

6
.
3
5
%
MH 41 (4' DIA.)
TOP 284.24
INV IN 272.50 (42-41)
INV OUT 272.30 (41-40)
405 LF
8" PVC
@ 1.90%
MH 40 (4' DIA.)
TOP 274.04
INV IN 264.62 (41-40)
INV OUT 264.42 (40-35)
144 LF
8" PVC
@ 0.50%
CB 103
TOP 286.49
INV IN 279.20 (ST 106-103)
INV IN 279.70 (ST 104-103)
INV OUT 279.20 (ST 103-101)
85 LF
24" RCP
@ 0.71%
64 LF
18" RCP
@ 4.87%
142 LF
24" RCP
@ 4.43%
CB 101
TOP 280.49
INV IN 272.90 (ST 103-101)
INV IN 273.40 (ST 102-101)
INV IN 264.70 (ST 114-101)
INV OUT 264.70 (ST 101-100)
180 LF
30" RCP
@ 0.55%
CB 115
TOP 276.36
INV OUT 270.00 (ST 115-114)
CB 114
TOP 276.36
INV IN 265.70 (ST 116-114)
INV IN 269.70 (ST 115-114)
INV OUT 265.70 (ST 114-101)
204 LF
30" RCP
@ 0.54%
CB 116
TOP 273.36
INV IN 267.30 (ST 117-116)
INV OUT 266.80 (ST 116-114)
28 LF
24" RCP
@ 1.06%
CB 117
TOP 272.87
INV IN 267.60 (ST 118-117)
INV OUT 267.60 (ST 117-116)
8" X 6" TEE
8" GV (2)
6" GV (1)
8" PVC W
A
T
E
R
M
A
I
N
CB 102
TOP 280.47
INV OUT 273.60 (ST 102-101)
24" MIN.
24" MIN.
24" MIN.
24" MIN.
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENTNAD 83SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C5.4 ROAD Q PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "Q" PLAN VIEW
55' ROW 29' B-B 7ns.com05/11/2020
MVZ7s.com
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8'
'W8'
'W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WOSC 5
59(B)
60(B)
61(B)
58(B)
50(B)
7(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
83(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)
119(B)
120(B)
118(B)
OSC 3
9+74.6010+0010+5011+0011+5012+0012+5013+0013+5014+00SSSSSSSSSANSANSANSANMH 66 (5' DIA.)
MH 46 (4' DIA.)
MH 43 (4' DIA.)
MH 67 (4' DIA.)
MH 42 (4' DIA.)
MH 47 (4' DIA.)
MH 65 (4' DIA.)
MH 41 (4' DIA.)8" PVC8" PVC
8" PVC
8" DIP
8" DIP8" PVC8" PVC
DI 109
DI 108
CB 104
CB 105
CB 107
CB 106
CB 103
CB 102
DI 124
2
4
"
RC
P
18" RCP18" RCP 24" RCP18" RCP
18" RCP18" RCP18" RCP
CB 646CB 640
CB 645
DI 647
CB 639
CB 642CB 636
CB 637
CB 638
CB 644
CB 643
DI 641 24" RCP24" RCP
18
"

R
C
P
18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP18" RCP
18" RCP
CB 709
CB 708
CB 707
CB 706
DI 714
18" RCP18
"

R
C
P18" RCP18" RCP18" RCP
9+8110+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
9+7010+0010+5011+0011+5012+009+72.5010+0011+008" DIP
WATERMAIN
8" CROSS
8" GV (4)
FIRE HYDRANT
ASSEMBLY
8" DIP
WATERMAIN
8" TEE
8" GV (3)
8" TEE
8" GV (3)
10' X 70' SDT
(TYP.)
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
10' X 70' SDT
(TYP.)
10' X 70' SDT
(TYP.)
10' X 70' SDT
(TYP.)
8" DIP
WATERMAIN
20' PUBLIC
DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
STA 12+45.40 ROAD P (1)
STA 10+00.00 ROAD N
STA 22+32.43 ROAD P (1)
STA 10+00.00 ROAD Q
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENTROAD NROAD AROAD QSTA 17+63.09 ROAD P (1)
STA 12+90.59 ROAD A
DI 805
DI 804
CB 803
CB 802
CB 801
FES 800
18" RCP18" RCP18" RCP
18
"
RCP
18" RCP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD P PROFILE
265
270
275
280
285
290
295
300
305
310
265
270
275
280
285
290
295
300
305
310
280.9277.5282.3279.9284.1288.3292.3295.4298.0299.6299.5297.6296.5293.8291.3288.5283.6282.4285.7288.8290.5291.5291.6290.7289.5288.4287.5280.28280.45281.80284.18286.71289.23291.75293.56294.17293.58291.80289.31286.92286.21287.13286.65286.10287.65289.65291.37291.97291.41290.38289.36288.34288.029+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
8" X 8"
8" GV (2)
PROPOSED
GRADE
3' MIN
EXISTING GRADE
PROPOSED
GRADE
EXISTING GRADE
3' MIN
3' MIN
3' MIN
PROPOSED 6" DIP
HYDRANT EXTENSION
8" X 8" CROSS
8" GV (4)
8" X 8" TEE
8" GV (3)
-2.06%
4.00%
-2.00%
5.05%
-5.
0
0
%
2.00%-2.00%PVI STA = 10+13.96PVI ELEV = 280.85PVI STA = 17+63.09PVI ELEV = 287.3980' VC
K = 22.50
A.D. = 3.56%
PVI ELEV = 287.65
PVI STA = 22+83
LOW POINT STA = 22+89.25
LOW POINT ELEV = 288.00
BVCS = 22+43.00BVCE = 288.47150' VC
K = 21.27
A.D. = 7.05%
PVI ELEV = 279.13
PVI STA = 11+00
LOW POINT STA = 10+67.54
LOW POINT ELEV = 280.20
BVCS = 10+25.00BVCE = 280.63EVCS = 11+75.00EVCE = 282.9280' VC
K = 11.43
A.D. = 7.00%
PVI ELEV = 285.61
PVI STA = 16+74
LOW POINT STA = 16+91.14
LOW POINT ELEV = 286.18
BVCS = 16+34.00BVCE = 287.61EVCS = 17+14.00EVCE = 286.4160' VC
K = 10.00
A.D. = 6.00%
PVI ELEV = 285.65
PVI STA = 18+50
LOW POINT STA = 18+40.00
LOW POINT ELEV = 286.05
BVCS = 18+20.00BVCE = 286.25EVCS = 18+80.00EVCE = 286.85210' VC
K = 20.89
A.D. = -10.05%
PVI ELEV = 296.81
PVI STA = 14+50
HIGH PT STA = 14+50.53
HIGH POINT ELEV = 294.17
BVCS = 13+45.00BVCE = 291.50EVCS = 15+55.00EVCE = 291.56130' VC
K = 21.47
A.D. = -6.05%
PVI ELEV = 292.85
PVI STA = 20+30
HIGH PT STA = 20+50.87
HIGH POINT ELEV = 291.97
BVCS = 19+65.00BVCE = 290.25EVCS = 20+95.00EVCE = 291.51-2.06%
4.00%
-2.00%
5.05%
-5.
0
0
%
2.00%-2.00%PVI STA = 10+13.96PVI ELEV = 280.85PVI STA = 17+63.09PVI ELEV = 287.39177 LF
8" DIP
@ 0.51%
MH 65 (4' DIA.)
TOP 286.60
INV IN 278.40 (66-65)
INV OUT 278.20 (65-62)
MH 66 (5' DIA.)
TOP 293.93
INV IN 279.50 (67-66)
INV OUT 279.30 (66-65)
224 LF
8" DIP
@ 0.54%
MH 67 (4' DIA.)
TOP 286.79
INV OUT 280.70 (67-66)
MH 47 (4' DIA.)
TOP 287.99
INV OUT 282.00 (47-46)
188 LF
8" PVC
@ 0.53%
MH 46 (4' DIA.)
TOP 291.34
INV IN 281.00 (47-46)
INV OUT 280.80 (46-42)
145 LF
8" PVC
@ 1.11%
MH 42 (4' DIA.)
TOP 288.23
INV IN 279.20 (46-42)
INV IN 279.20 (43-42)
INV OUT 279.00 (42-41)
CB 708
TOP 289.27
INV IN 281.70 (709-708)
INV OUT 281.70 (708-707)
CB 709
TOP 289.27
INV OUT 282.00 (709-708)
CB 105
TOP 289.92
INV OUT 283.10 (ST 105-104)
CB 104
TOP 290.31
INV IN 282.80 (ST 105-104)
INV OUT 282.80 (ST 104-103)CB 106
TOP 288.17
INV IN 281.00 (ST 107-106)
INV IN 282.52 (ST 110-106)
INV OUT 279.80 (ST 106-103)
CB 107
TOP 288.17
INV IN 283.60 (ST 108-107)
INV OUT 283.60 (ST 107-106)
18" MIN.
18" MIN.18" MIN.18" MIN.18" MIN.
18" MIN.
8" PV
C
W
A
T
E
R
M
AI
N
8" PV
C

W
A
T
E
R
M
AI
N
BLOW OFF
ASSEMBLY 5' DIA. MHSTA 12+45.40 ROAD "P"
STA 10+00.00 ROAD "N"STA 17+63.09 ROAD "P"
STA 12+90.59 ROAD "A"STA 22+32.43 ROAD "P"
STA 10+00.00 ROAD "Q"
CB 638
TOP 286.34
INV OUT 279.20 (638-637)
CB 637
TOP 286.34
INV IN 279.00 (638-637)
INV OUT 279.00 (637-636)
105 LF
18" RCP
@ 2.58%108 LF
18" RCP
@ 2.14%
CB 643
TOP 286.23
INV IN 278.90 (644-643)
INV OUT 278.90 (643-642)
CB 644
TOP 286.23
INV OUT 279.20 (644-643)
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENT
N
A
D

8
3
SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C5.5 ROAD P PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "P" PLAN VIEW
55' ROW 29' B-B 7ns.com05/11/2020
MVZ7s.com
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WXXXOSC 2 OSC 1
40(B)
42(B)
59(B)60(B)61(B)62(B)63(B)
58(B)
73(B)71(B)72(B)
68(B)
70(B)69(B)
43(B)44(B)45(B)46(B)47(B)48(B)50(B)
67(B)66(B)65(B)64(B)
74(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
9(B)
8(B)
41(B)
49(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
54(B)
53(B)
29(B)
OSC 3XX XXXXXXSSSSSSSSSSSSS SSANSANSANSANSANSANSANSANSANSANSANMH 39 (4' DIA.)
MH 46 (4' DIA.)
MH 45 (4' DIA.)
MH 43 (4' DIA.)
MH 42 (4' DIA.)
MH 38 (4' DIA.)
MH 116 (4' DIA.)
MH 44 (4' DIA.)
MH 37 (4' DIA.)
MH 41 (4' DIA.)
MH 36 (4' DIA.)
MH 35 (4' DIA.)
MH 40 (4' DIA.)
MH 34 (4' DIA.)8" PVC8" PVC8" PVC8" PVC8" PV
C8"
PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC
8" PVC
8" PVC
DI 109
DI 108
CB 104
CB 105
CB 111
CB 107 CB 106
CB 110
CB 103 CB 101
CB 102
CB 120DI 124
CB 118
CB 119
CB 115
CB 114
DI 123
DI 122
CB 116
CB 117
FES 100
24" RCP18" RC
P
18"
R
C
P
24" RCP 30" RCP18" RCP18" RCP
18" RC
P
18" RC
P18" RCP18" RCP 18" RCP 18" RCP 18" RCP24"
RCP
24" RCP
30" RCP
18" RCP
30" RCP
18" RCP18" RCPCB 202
CB 201
18" RCP 18" RCPDI 302
DI 301
FES 300
18" RCP18" RCP20+0021+0022+0023+0024+002
5
+
0
0
26+00 27+00 28+00 29+00 30+0031+0032+0033+0034+0034+60.269+72.5
0
10+00
11+00 12+00 13+00 14+00 15+00 16+00
16+7
8
.
6
4
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
8" TEE
8" GV (3)
FIRE HYDRANT
ASSEMBLY
10' X 70' SDT
(TYP.)
8" DIP
WATERMAIN
20' PUBLIC
DRAINAGE
EASEMENT
10' X 70' SDT
(TYP.)
FIRE HYDRANT
ASSEMBLY
8" DIP
WATERMAIN PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
FIRE HYDRANT
ASSEMBLY8" DIP
WATERMAIN
STA 32+50.44 ROAD P (1)
STA 16+51.14 ROAD Q
STA 22+32.43 ROAD P (1)
STA 10+00.00 ROAD Q
8" TEE
8" GV (3)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD P PROFILE (2)
265
270
275
280
285
290
295
300
305
310
265
270
275
280
285
290
295
300
305
310
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD P PROFILE (2)
250
255
260
265
270
275
280
285
290
295
250
255
260
265
270
275
280
285
290
295
ROAD P PROFILE (2)288.4287.5288.1288.7288.7288.5289.4290.0291.4292.6293.3293.3292.4290.8289.7288.1286.3283.5280.5278.5274.7271.5269.9266.0262.7288.34288.02288.66289.10288.66288.29288.88290.04291.21292.38293.54294.01293.35291.53289.04286.54284.04281.54279.04276.54274.04271.54269.04266.5422+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+75
EXISTING GRADE
PROPOSED
GRADE
3' MIN
3' MIN
3' MIN
PROPOSED 6" DIP
HYDRANT EXTENSION
8" X 8" TEE
8" GV (3)
PROPOSED 6" DIP
HYDRANT EXTENSION
160' VC
K = 21.82
A.D. = -7.33%
PVI ELEV = 295.29
PVI STA = 28+25
HIGH PT STA = 27+95.88
HIGH POINT ELEV = 294.02
BVCS = 27+45.00BVCE = 293.42EVCS = 29+05.00EVCE = 291.2980' VC
K = 26.67
A.D. = -3.00%
PVI ELEV = 289.40
PVI STA = 24+00
HIGH PT STA = 24+00.00
HIGH POINT ELEV = 289.10
BVCS = 23+60.00BVCE = 288.80EVCS = 24+40.00EVCE = 288.801.50%-1.50%
2.33%
-5.
0
0
%PVI STA = 34+25.00PVI ELEV = 265.2980' VC
K = 22.50
A.D. = 3.56%
PVI ELEV = 287.65
PVI STA = 22+83
LOW POINT STA = 22+89.25
LOW POINT ELEV = 288.00
EVCS = 23+23.00EVCE = 288.25100' VC
K = 26.10
A.D. = 3.83%
PVI ELEV = 287.83
PVI STA = 25+05
LOW POINT STA = 24+94.15
LOW POINT ELEV = 288.29
BVCS = 24+55.00BVCE = 288.58EVCS = 25+55.00EVCE = 289.00160' VC
K = 21.82
A.D. = -7.33%
PVI ELEV = 295.29
PVI STA = 28+25
HIGH PT STA = 27+95.88
HIGH POINT ELEV = 294.02
BVCS = 27+45.00BVCE = 293.42EVCS = 29+05.00EVCE = 291.2980' VC
K = 26.67
A.D. = -3.00%
PVI ELEV = 289.40
PVI STA = 24+00
HIGH PT STA = 24+00.00
HIGH POINT ELEV = 289.10
BVCS = 23+60.00BVCE = 288.80EVCS = 24+40.00EVCE = 288.801.50%-1.50%
2.33%
-5.
0
0
%PVI STA = 34+25.00PVI ELEV = 265.29CB 106
TOP 288.17
INV IN 281.00 (ST 107-106)
INV IN 282.52 (ST 110-106)
INV OUT 279.80 (ST 106-103)
CB 107
TOP 288.17
INV IN 283.60 (ST 108-107)
INV OUT 283.60 (ST 107-106)
CB 111
TOP 288.37
INV OUT 283.80 (ST 111-110)
CB 110
TOP 287.96
INV IN 283.50 (ST 111-110)
INV OUT 283.50 (ST 110-106)
196 LF
18" RCP
@ 0.50%
CB 120
TOP 280.07
INV IN 268.90 (ST 122-120)
INV OUT 268.90 (ST 120-118)
74 LF
18" RCP
@ 0.67%
CB 118
TOP 276.85
INV IN 268.40 (ST 120-118)
INV IN 268.40 (ST 119-118)
INV OUT 267.90 (ST 118-117)
CB 119
TOP 276.85
INV OUT 268.70 (ST 119-118)
CB 201
TOP 263.83
INV IN 258.00 (202-201)
INV OUT 258.00 (201-200)
133 LF
8" PVC
@ 8.04%
MH 36 (4' DIA.)
TOP 277.10
INV IN 265.79 (37-36)
INV OUT 265.59 (36-35)
69 LF
8" PV
C
@ 2.7
5
%
MH 35 (4' DIA.)
TOP 273.66
INV IN 263.70 (40-35)
INV IN 263.70 (36-35)
INV OUT 263.50 (35-34)
164 L
F
8" PV
C
@ 2.
9
3
%
MH 34 (4' DIA.)
TOP 265.55
INV IN 258.70 (35-34)
INV OUT 258.50 (34-33)
MH 43 (4' DIA.)
TOP 288.74
INV IN 280.50 (44-43)
INV OUT 280.30 (43-42)
81 LF
8" PVC
@ 0.61%
194 LF
8" PVC
@ 0.57%
MH 44 (4' DIA.)
TOP 288.44
INV IN 281.20 (45-44)
INV OUT 281.00 (44-43)
MH 45 (4' DIA.)
TOP 290.50
INV IN 283.50 (STR (271))
INV OUT 283.30 (45-44)
DEPTH 7.20'
99 LF
8" PVC
@ 2.12%
112 LF
8" PVC
@ 2.85%
MH 116 (4' DIA.)
TOP 293.11
INV OUT 286.70 (STR (271))
MH 39 (4' DIA.)
TOP 293.85
INV OUT 287.00 (39-38)
122
L
F
8" P
V
C
@ 3
.
9
5
%
MH 38 (4' DIA.)
TOP 289.75
INV IN 282.20 (39-38)
INV OUT 282.10 (38-37)
117

L
F
8"
P
V
C
@
4
.
6
2
%
MH 37 (4' DIA.)
TOP 283.76
INV IN 276.70 (38-37)
INV OUT 276.50 (37-36)
133 LF
8" PVC
@ 8.04%
3' MIN
8" PVC W
A
T
E
R
M
A
I
N
8"
P
V
C

W
A
T
E
R
M
A
I
N
8"
P
V
C

W
A
T
E
R
M
A
I
N
PROPOSED
GRADE
EXISTING GRADE
18" MIN
3' MIN
18" MIN
24" MIN
STA 32+50.44 ROAD "A"
STA 16+51.14 ROAD "Q"
PROPOSED 6" DIP
HYDRANT EXTENSION
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENT
NAD 830
SCALE 1"=60'
120'60'
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C5.6 ROAD P (CONT) PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "P" PLAN VIEW
55' ROW 29' B-B 7ns.com05/11/2020
MVZ7s.com
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WWETDETENTIONPOND 4OSC 5
OSC 16
83(C)
77(C)
78(C)
79(C)
84(C)
82(C)
81(C)
80(C)
96(B)
111(B)
112(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)XXXXXXXXXSSSS
S
S SSSANSANSANSANSANSANSANSANSANSANSANSANMH 66 (5' DIA.)
MH 65 (4' DIA.)
MH 63 (4' DIA.)
MH 62 (4' DIA.)
MH 61 (4' DIA.)
MH 60 (4' DIA.)
MH 23 (5' DIA.)
8" DIP
8" DIP8" DIP8" PV
C
8" PVC8" PV
C
8" PVC
8" DIP
CB 709
CB 708
CB 707
CB 706
CB 705
CB 713
DI 714 CB 712
CB 711
CB 704
CB 703
CB 702
CB 710
CB 716
CB 715
CB 701
18" R
C
P
18" R
C
P
18" R
C
P
18" R
C
P
18" R
C
P
18" RCP
18" R
C
P
18" R
C
P
18" RCP
24" RCP
18" RCP
18" RCP18" RCP18" RCP18" RCP18" RCP
24" RCP
9+70
10+0
0
11+0
0
12+0
0
13+0
0
14+0
0
15+0
0
16+00 17+00
18+00
19+00
19+87.5
1
22+0023+0024+009+72.5010+0011+0012+0013+0014+00STA 19+57.51 ROAD N
STA 22+53.27 ROAD B
STA 13+17.50 ROAD N
STA 10+00.00 ROAD O
STA 10+00.00 ROAD N
STA 12+45.40 ROAD P
8"X8" TEE
8" GV (3)
FIRE HYDRANT
ASSEMBLY
10' X 70' SDT
(TYP.)
8" DIP
WATERMAIN
20' PUBLIC
DRAINAGE
EASEMENT
20' PUBLIC
DRAINAGE
EASEMENT
8" DIP
WATERMAIN
8" DIP
WATERMAIN
10' X 70' SDT (TYP.)
FIRE HYDRANT
ASSEMBLY
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
FIRE HYDRANT
ASSEMBLY
8"X8" TEE
8" GV (3)
8"X8" TEE
8" GV (3)
10' X 70' SDT (TYP.)ROAD PROAD 0ROAD PFES 700DI 805
DI 804 18" RCP
18" RCPHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD N PROFILE
240
245
250
255
260
265
270
275
280
285
290
295
240
245
250
255
260
265
270
275
280
285
290
295
286.5285.5284.5283.5282.6281.6280.6279.7278.7277.6275.6272.8269.8266.9264.6263.0261.5260.0258.5259.5PROPOSED
GRADE
3' MIN
EXISTING GRADE
3' MIN
8" PV
C

W
A
T
E
R
M
A
I
N
2.00%-2.00%
2.00%
-2.00%
-3.00
%
-1.93%
-5.
9
8
%
100' VC
K = 33.50
A.D. = 2.98%
PVI ELEV = 265.29
PVI STA = 16+75
LOW POINT STA = 17+25.00
LOW POINT ELEV = 263.79
BVCS = 16+25.00BVCE = 268.28EVCS = 17+25.00EVCE = 263.79100' VC
K = 24.67
A.D. = -4.05%
PVI ELEV = 277.26
PVI STA = 14+75
HIGH PT STA = 14+25.00
HIGH POINT ELEV = 278.23
BVCS = 14+25.00BVCE = 278.23EVCS = 15+25.00EVCE = 274.272.00%-2.00%
2.00%
-2.00%
-3.00
%
-1.93%
-5.
9
8
%PVI STA = 9+86.50PVI ELEV = 286.20PVI STA = 10+00.00PVI ELEV = 286.47PVI STA = 10+50.00PVI ELEV = 285.47PVI STA = 19+57.51PVI ELEV = 259.64PVI STA = 19+71.01PVI ELEV = 259.37PVI STA = 19+01.01PVI ELEV = 258.513' MIN
116 LF
18" RCP
@ 1.72%CB 707
TOP 285.57
INV IN 278.20 (708-707)
INV OUT 278.20 (707-706)
CB 706
TOP 283.33
INV IN 276.20 (707-706)
INV IN 276.20 (714-706)
INV OUT 276.20 (706-705)
95 LF
18" RCP
@ 2.32%
105 LF
18" RCP
@ 2.29%
CB 705
TOP 281.49
INV IN 274.00 (706-705)
INV IN 274.00 (713-705)
INV OUT 274.00 (705-704)
223 LF
18" RCP
@ 3.33%
CB 710
TOP 264.98
INV OUT 257.80 (710-702)
CB 701
TOP 258.74
INV IN 250.50 (702-701)
INV IN 251.00 (715-701)
INV OUT 250.50 (701-700)
208
L
F
24" R
C
P
@ 3.
1
2
%
110 LF
18" RCP
@ 6.11%
226 L
F
8" PV
C
@ 3.
0
1
%
MH 61 (4' DIA.)
TOP 272.75
INV IN 263.30 (62-61)
INV OUT 263.10 (61-60)
MH 60 (4' DIA.)
TOP 265.29
INV IN 255.43 (61-60)
INV OUT 255.10 (60-23)
283

L
F
8" D
I
P
@ 4
.
0
7
%
MH 23 (5' DIA.)
TOP 259.47
INV IN 243.60 (24-23)
INV IN 243.60 (60-23)
INV OUT 243.40 (23-22)
13
3

L
F
8"
P
V
C
@
5
.
7
5
%
MH 62 (4' DIA.)
TOP 280.05
INV IN 270.30 (65-62)
INV IN 270.30 (63-62)
INV OUT 270.10 (62-61)
318 LF
8" PV
C
@ 2.4
9
%
MH 65 (4' DIA.)
TOP 286.60
INV IN 278.40 (66-65)
INV OUT 278.20 (65-62)
EXISTING GRADE
PROPOSED
GRADE
286.47285.47284.50283.54282.57281.61280.64279.67278.71277.62275.64272.77269.78266.88264.63263.04261.54260.04258.54259.499+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
PROPOSED 6" DIP
HYDRANT EXTENSION
PROPOSED 6" DIP
HYDRANT EXTENSION
PROPOSED 6" DIP
HYDRANT EXTENSION
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
24" MIN
24" MIN
24" MINCB 702
TOP 264.98
INV IN 257.50 (703-702)
INV IN 257.50 (710-702)
INV OUT 257.00 (702-701)
STA 13+17.50 ROAD "N"
STA 10+00.00 ROAD "O"
CB 715
TOP 258.74
INV IN 251.80 (716-715)
INV OUT 251.80 (715-701)
CB 704
TOP 279.46
INV IN 271.60 (705-704)
INV IN 271.60 (711-704)
INV OUT 271.60 (704-703)
CB 703
TOP 270.52
INV IN 264.20 (704-703)
INV OUT 264.20 (703-702)
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENTNAD 83SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C5.7 ROAD N PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "N" PLAN VIEW
55' ROW 29' B-B 7ns.com05/11/2020
MVZ7s.com
OSC 6
100(C)
101(C)
89(C)
90(C)
96(B)97(B)98(B)
99(B)
93(B)91(B)92(B)95(B)94(B)8''W8''W8''W8'
'W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W15+0016+0017+0018+00SSS
SANSANSANSANMH 64 (4' DIA.)
MH 63 (4' DIA.)
MH 62 (4' DIA.)
8" PVC8" PVC8" DIP
CB 633
CB 631
CB 632
CB 630
CB 629
CB 628
24" RCP
24" RCP18" RCP 18" RCP18" RCP
CB 705
CB 713
CB 712
CB 711
CB 704
18" RCP18" RCP18" RCP
1
8
"

RC
P
18" RCP
9+72.50 10+00 11+00 12+00 13+00 14+00
15+00
15+44.63
12+0013+0014+00STA 10+00.00 ROAD O
STA 13+17.50 ROAD N
STA 15+14.63 ROAD O
STA 16+52.30 ROAD A
8"X8" TEE
8" GV (3)
FIRE HYDRANT
ASSEMBLY
10' X 70' SDT
(TYP.)
8" PVC
WATERMAIN
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)
FIRE HYDRANT
ASSEMBLY
8"X8" TEE
8" GV (3)ROAD NROAD AHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD O PROFILE
260
265
270
275
280
285
290
295
300
260
265
270
275
280
285
290
295
300
280.30279.30280.80282.30283.80284.61284.21283.14282.05280.97279.89PROPOSED
GRADE
3' MIN
EXISTING GRADE
6" X 8" TEE
6" GV (2)
8" GV
-2.16%
3.00%
2.00%-2.00%2.00%-2.00%
-2.16%
3.00%
2.00%-2.00%2.00%-2.00%
107' VC
K = 20.80
A.D. = -5.16%
PVI ELEV = 285.30
PVI STA = 12+50
LOW POINT STA = ???
LOW POINT ELEV = ???BVCS = 11+96.29BVCE = 283.69EVCS = 13+03.71EVCE = 284.14MH 62 (4' DIA.)
TOP 280.05
INV IN 270.30 (65-62)
INV IN 270.30 (63-62)
INV OUT 270.10 (62-61)
MH 63 (4' DIA.)
TOP 280.83
INV IN 271.23 (64-62)
INV OUT 270.90 (63-62)
99 LF
8" PVC
@ 0.60%
298 LF
8" DIP
@ 1.73%
MH 64 (4' DIA.)
TOP 281.91
INV OUT 276.40 (64-62)
105 LF
18" RCP
@ 2.29%
CB 629
TOP 280.97
INV IN 273.70 (630-629)
INV OUT 273.70 (629-628)
111 LF
24" RCP
@ 2.43%
CB 711
TOP 279.55
INV IN 271.90 (712-711)
INV OUT 271.90 (711-704)
CB 712
TOP 279.55
INV OUT 272.20 (712-711)283.5286.5288.5290.4291.8292.4291.2289.0286.7286.5285.99+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
8" X 8" TEE
8" GV (3)
PROPOSED 6" DIP
HYDRANT EXTENSION
3' MIN
CB 630
TOP 280.97
INV OUT 274.00 (630-629)PVI STA = 9+88.00PVI ELEV = 280.06PVI STA = 15+01.03PVI ELEV = 279.87PVI STA = 15+28.01PVI ELEV = 279.878" PVC

W
A
T
E
R
M
A
I
N
CONCRETE CRADLE @ STORM
AND SEWER CROSSING
18" MIN.
18" MIN.
OSC 11
388(A)
387(A)
386(A)
385(A)389(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
527(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
OSC 14
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W21+0022+0023+00SSSS
SANSANSANSANSANSANSANSANSANMH 55 (4' DIA.)
MH 28 (5' DIA.)
MH 54 (4' DIA.)
MH 53 (4' DIA.)8" DIP8" PVC 8" PVC
CB 659
CB 668
CB 670
CB 669
CB 667
CB 657
CB 658
CB 614
CB 615
CB 656
CB 65530" RCP30" RCP18" RCP18" RCP
18" RCP
18" RCP 18" RCP18" RCP
18" RCP
18" RCP 18" RCP9+70 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+45.7612+0013+0014+008"X8" TEE
8" GV (3)
STA 10+00.00 ROAD J
STA 22+07.51 ROAD A
FIRE HYDRANT
ASSEMBLY
STA 17+18.26 ROAD J
STA 12+87.50 ROAD I
FIRE HYDRANT
ASSEMBLY
8"X8" TEE
8" GV (3)
10' X 70' SDT
(TYP.)
8" PVC
WATERMAIN
10' X 70' SDT
(TYP.)
PUBLIC DRAINAGE
EASEMENT WIDTH
VARIES (TYP.)20' PUBLIC DRAINAGE
EASEMENT
55' ROW 29' B-BROAD AROAD IHORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD J PROFILE
245
250
255
260
265
270
275
280
285
245
250
255
260
265
270
275
280
285
263.49262.49263.55264.92266.29267.66269.04270.41271.78273.12273.65272.99271.52270.02270.11PROPOSED
GRADE
3' MIN
EXISTING GRADE
-3.00
%
2.00%-2.00%
2.00%
-2.00%
2.74%
121' VC
K = 21.14
A.D. = -5.74%
PVI ELEV = 274.52
PVI STA = 15+00
HIGH PT STA = 14+97.27
HIGH POINT ELEV = 273.65
BVCS = 14+39.30BVCE = 272.85EVCS = 15+60.70EVCE = 272.70-3.00
%
2.00%-2.00%
2.00%
-2.00%
2.74%PVI STA = 9+86.50PVI ELEV = 263.22PVI STA = 16+68.26PVI ELEV = 269.47PVI STA = 10+00.00PVI ELEV = 263.49PVI STA = 10+56.50PVI ELEV = 262.36PVI STA = 17+18.23PVI ELEV = 270.47PVI STA = 17+30.26PVI ELEV = 270.23MH 54 (4' DIA.)
TOP 268.94
INV IN 260.20 (55-54)
INV OUT 260.00 (54-53)
MH 53 (4' DIA.)
TOP 263.18
INV IN 252.40 (56-53)
INV IN 252.40 (54-53)
INV OUT 252.20 (53-24)
295 LF
8" PVC
@ 2.58%
335 LF
8" PVC
@ 1.43%
MH 55 (4' DIA.)
TOP 270.37
INV OUT 265.00 (55-54)
164 LF
18" RCP
@ 3.85%
CB 659
TOP 270.60
INV OUT 265.00 (659-657)
CB 657
TOP 266.11
INV IN 258.70 (659-657)
INV IN 258.70 (658-657)
INV OUT 258.70 (657-656)
CB 658
TOP 265.99
INV OUT 259.00 (658-657)
CB 656
TOP 262.57
INV IN 255.50 (657-656)
INV OUT 255.50 (656-655)
132 LF
18" RCP
@ 2.42%
CB 669
TOP 269.72
INV IN 262.30 (670-669)
INV OUT 262.50 (669-667)272.0270.0268.3267.5265.3265.6268.2272.3272.8274.0274.6274.6272.9271.5269.79+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
3' MIN
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
PROPOSED 6" DIP
HYDRANT EXTENSION
PROPOSED 6" DIP
HYDRANT EXTENSION
MH 28 (5' DIA.)
TOP 270.31
INV IN 252.20 (29-28)
INV OUT 252.00 (28-27)
CB 670
TOP 269.72
INV OUT 262.60 (670-669)
8" PVC

W
A
T
E
R
M
A
I
N
241 LF
30" RCP
@ 3.03%
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENTNAD 83SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
PROFILE SCALE
0
0
50
5
N
A
D

8
3
C5.8 ROAD O & J PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "O" PLAN VIEW
55' ROW 29' B-B
ROAD "J" PLAN VIEW
55' ROW 29' B-B
SCALE 1"=50'
100'50'0 7ns.com05/11/2020
MVZ7s.com
382(A)
383(A)
384(A)
387(A)
386(A)
385(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
542(A)
541(A)
540(A)
539(A)
421(A)
422(A)
423(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
526(A)
525(A)
524(A)
523(A)
522(A)8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W
SSSSSANSAN9+70 10+00 11+00 12+00 13+00 14+00
16+0017+0017+45.7611+0012+0013+00STA 12+87.50 ROAD I
STA 17+18.26 ROAD J
STA 10+00.00 ROAD I
STA 12+17.50 ROAD B
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC
WATER MAIN
DOUBLE BLOW
OFF VALVE
FIRE HYDRANT
ASSEMBLY (TYP)
8" PVC WATER MAIN
8" x 8" TEE
8" GV (3)
8" x 8" TEE
8" GV (3)
MH 55 (4' DIA.)
MH 28 (5' DIA.)
MH 57 (5' DIA.)
MH 27 (5' DIA.)
8" DIP8" DIP8" DIPCB 668
CB 670
CB 669
CB 667
DI 674
DI 673
CB 671
CB 672
CB 665
CB 666
CB 664
18" RCP
1
8
"

R
C
P
18" RCP
18" RCP
18" RCP18" RCP 18" RCP
18" RCP
18" RCP
18" RCP18" RCP
END OF
CONSTRUCTION
8" PVC WATER MAIN
TEMPORARY
BLOWOFF
ASSEMBLY
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ROAD I PROFILE
240
245
250
255
260
265
270
275
280
285
290
240
245
250
255
260
265
270
275
280
285
290
266.81265.81266.82267.83268.84269.85270.53270.12269.36PROPOSED
GRADE
3' MIN
EXISTING GRADE
8" X 8" TEE
8" GV (3)2.02%
2.00%-2.00%
75' VC
K = 21.29
A.D. = -3.52%
PVI ELEV = 270.86
PVI STA = 13+00
HIGH PT STA = 13+05.56
HIGH POINT ELEV = 270.54
BVCS = 12+62.50BVCE = 270.11EVCS = 13+37.50EVCE = 270.302.02%
2.00%-2.00%PVI STA = 9+86.50PVI ELEV = 266.54PVI STA = 10+00.00PVI ELEV = 266.81PVI STA = 10+50.00PVI ELEV = 265.81MH 27 (5' DIA.)
TOP 266.86
INV IN 250.50 (28-27)
INV IN 250.50 (57-27)
INV OUT 250.30 (27-26)
288 LF
8" DIP
@ 0.52%
MH 28 (5' DIA.)
TOP 270.31
INV IN 252.20 (29-28)
INV OUT 252.00 (28-27)
285 LF
8" DIP
@ 0.53%
3' MIN
9+50 10+00 11+00 12+00 13+00 14+00
8" X 8" TEE
8" GV (3)
PROPOSED 6" DIP
HYDRANT EXTENSION
272.4274.7273.8273.3273.3270.7269.6266.9266.0STA 12+87.50 ROAD "I"
STA 17+18.26 ROAD "J"
183 LF
18" RCP
@ 1.53%CB 666
TOP 266.07
INV OUT 258.90 (666-665)
CB 665
TOP 266.07
INV IN 258.60 (667-665)
INV IN 258.60 (666-665)
INV OUT 258.60 (665-664)
179 LF
18" RCP
@ 1.95%
CB 668
TOP 269.80
INV OUT 262.60 (668-667)
CB 667
TOP 269.63
INV IN 262.10 (669-667)
INV IN 262.30 (668-667)
INV OUT 262.10 (667-665)
TEMPORARY
BLOWOFF
ASSEMBLY
8" PVC W
A
T
E
R
M
A
I
N
LEGEND
PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
ACCESS EASEMENT
GAS LINE EASEMENT
NAD 8
3
SCALE 1"=50'
100'50'0
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C5.9 ROAD I PLAN & PROFILESIGNED DATE
APPROVED
Town of Garner
Engineering Department
ROAD "I" PLAN VIEW
55' ROW, 29' B/B
ROAD B ROAD J 7ns.com05/11/2020
MVZ7s.com
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 621-675 PROFILE
260
265
270
275
280
285
260
265
270
275
280
285
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 619-617 PROFILE
255
260
265
270
275
280
255
260
265
270
275
280
PROPOSED
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 107-109 PROFILE
280
285
290
295
300
280
285
290
295
300
288.4289.7291.7292.1294.2295.6288.17289.17288.96-0+25 0+00 1+00 2+00 2+90
EXISTING GRADE
CB 107
TOP 288.17
INV IN 283.60 (FR DI 108)
INV OUT 283.60 (TO CB 106)
143 LF
18" RCP
@ 0.98%
DI 108
TOP 291.78
INV IN 285.00 (FR DI 109)
INV OUT 285.00 (TO CB 107)
116 L
F
18" R
C
P
@ 5.5
2
%
DI 109
TOP 295.99
INV OUT 291.40 (TO DI 108)
PROPOSED
GRADE
EXISTING GRADE
EXISTING
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 124-120 PROFILE
265
270
275
280
285
290
265
270
275
280
285
290
287.1287.8289.1288.0287.7286.3284.4283.5280.29278.22277.19277.00276.40275.66274.66280.84-0+25 0+00 1+00 2+00 3+00 3+85
CB 120
TOP 280.07
INV IN 268.90 FR (DI 122)
INV OUT 268.90 TO (CB 118)
62 LF
18" RCP
@ 1.62%
DI 122
TOP 274.45
INV IN 269.90 FR (DI 123)
INV OUT 269.90 TO (CB 120)
126 LF
18" RCP
@ 1.35%
DI 123
TOP 276.09
INV IN 271.60 (FR DI 124)
INV OUT 271.60 (TO DI 122)
167 LF
18" RCP
@ 1.80%
DI 124
TOP 279.11
INV OUT 274.60 (TO DI 123)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 302-300 PROFILE
255
260
265
270
275
280
255
260
265
270
275
280
277.5274.7272.1269.3265.6261.0-0+25 0+00 1+00 2+00 2+90
DI 302
TOP 277.54
INV OUT 275.00 (TO DI 301)
2
1
0

L
F
1
8
"

R
C
P
@

7
.
1
4
%
DI 301
TOP 264.01
INV IN 260.00 FR (DI 302)
INV OUT 260.00 TO (FES 300)
53 LF
18" RCP
@ 1.89
%
FES 300
TOP 260.71
INV IN 259.00 FR (DI 301)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 201-200 PROFILE
245
250
255
260
265
270
245
250
255
260
265
270
262.4254.3263.51254.72-0+25 0+00 0+85
CB 201
TOP 263.83
INV IN 258.00 (FR CB 202)
INV OUT 258.00 (TO FES 200)
5
1

L
F
1
8
"

R
C
P@ 7
.
8
0
%
FES 200
TOP 255.71
INV IN 254.00 (FR CB 201)
EXISTING
GRADEPROPOSED
GRADE
277.4277.0274.5273.6273.5274.5275.7273.15272.19271.15270.12269.30268.60267.47-0+25 0+00 1+00 2+00 3+00 3+75
CB 617
TOP 267.85
INV IN 260.80 FR (DI 618)
INV OUT 260.80 TO (CB 616)
DI 619
TOP 273.12
INV OUT 270.00 (TO DI 618)
164 LF
18" R
C
P
@ 2.4
4
%
DI 618
TOP 269.73
INV IN 266.00 (FR DI 619)
INV OUT 266.00 (TO CB 617)
173 L
F
18" R
C
P
@ 3.
0
0
%
PROPOSED
GRADE
EXISTING GRADE
282.2283.0270.75272.34-0+25 0+00 0+9047 LF18" RCP
@ 8.59
%
DI 675
TOP 272.38
INV OUT 268.00 (TO CB 622)
EXISTING
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 603-600 PROFILE
230
235
240
245
250
255
230
235
240
245
250
255
248.7245.4243.3241.0238.8236.6237.1237.4241.0242.2240.8252.02251.20248.70246.26243.99244.37245.63246.78244.19244.10-0+25 0+00 1+00 2+00 3+00 4+00 5+00 5+45
PROPOSED
GRADE
EXISTING GRADE
CB 622
TOP 271.17
INV IN 264.00 (FR DI 675)
INV IN 264.00 (FR CB 623)
INV OUT 264.00 (TO CB 621)
PROPOSED
GRADE
FES 600
TOP 238.83
INV IN 235.50 FR (DI 600A)
153 LF
36" RCP
@ 0.78%
DI 600A
TOP 247.50
INV IN 236.70 (FR CB 601)
INV OUT 236.70 (TO FES 600)
165 LF
36" RCP
@ 1.09%
86 L
F
36"
R
C
P
@ 3.
4
8
%
CB 601
TOP 243.69
INV IN 238.50 (FR CB 602)
INV OUT 238.50 (TO DI 600A)
CB 602
TOP 247.66
INV IN 241.50 (FR CB 603)
INV OUT 241.50 (TO CB 601)
113 LF
36" RCP
@ 1.59%
CB 603
TOP 252.33
INV IN 243.30 (FR CB 604)
INV OUT 243.30 (TO CB 602)
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C6.1 STORM DRAINAGE OUTFALL PROFILES - SHEET 1 OF 27ns.com05/11/2020
MVZ7s.com
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 641-640 PROFILE
275
280
285
290
295
275
280
285
290
295
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 635-633 PROFILE
270
275
280
285
290
295
270
275
280
285
290
295
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 605-655 PROFILE
240
245
250
255
260
265
270
240
245
250
255
260
265
270
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 674-671 PROFILE
255
260
265
270
275
255
260
265
270
275
273.7274.4274.2272.6269.63269.38268.88268.90-0+25 0+00 1+00 2+002+15
DI 674
TOP 268.77
INV OUT 265.90 (TO DI 673)
161 LF
18" RC
P
@ 2.05
%
DI 673
TOP 268.60
INV IN 262.60 FR (DI 674)
INV OUT 262.60 TO (CB 671)
28 LF
18" RCP
@ 5.44%
CB 671
TOP 268.12
INV IN 261.10 (FR DI 673)
INV IN 261.10 (FR CB 672)
INV OUT 261.10 (TO CB 664)253.6257.9261.5263.5266.4268.6253.18254.65255.42264.55264.07263.26-0+25 0+00 1+00 2+00 3+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 654-652 PROFILE
250
255
260
265
270
275
250
255
260
265
270
275
266.7263.7261.6259.5258.5261.4263.6272.04271.84269.69268.54267.73265.72264.72-0+25 0+00 1+00 2+00 3+00 3+25
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 651-648 PROFILE
240
245
250
255
260
265
270
275
240
245
250
255
260
265
270
275
270.3268.6266.7264.6261.0258.7257.1257.2260.5262.00261.45259.45257.19256.70255.41253.70253.70254.13-0+25 0+00 1+00 2+00 3+00 4+00 4+60
DI 651
TOP 261.18
INV OUT 257.50 (TO DI 650)
141 L
F
18" R
C
P
@ 3.
0
5
%
DI 650
TOP 256.75
INV IN 253.20 (FR DI 651)
INV OUT 253.20 (TO DI 649)
138 L
F
18" R
C
P
@ 2.6
7
%
DI 649
TOP 252.71
INV IN 249.50 (FR DI 650)
INV OUT 249.50 (TO DI 648)
156 LF
18" RCP
@ 0.64%
DI 648
TOP 257.90
INV IN 250.50 FR (DI 652)
INV IN 248.50 FR (DI 649)
INV OUT 248.00 TO (CB 605)
CB 605
TOP 253.52
INV IN 246.40 (FR CB 606)
INV IN 247.40 (FR DI 648)
INV OUT 246.40 (TO CB 604)
DI 648
TOP 257.90
INV IN 250.50 FR (DI 652)
INV IN 248.50 FR (DI 649)
INV OUT 248.00 TO (CB 605)
109 LF
24" RCP
@ 0.55%40 LF18" RCP
@ 9.84
%
DI 652
TOP 264.72
INV IN 254.40 (FR DI 653)
INV IN 254.40 (FR CB 655)
INV OUT 254.40 (TO DI 648)
116 LF
18" RCP
@ 0.69%
CB 655
TOP 262.57
INV IN 255.20 (FR CB 656)
INV OUT 255.20 (TO DI 652)
DI 652
TOP 264.72
INV IN 254.40 FR (DI 653)
INV IN 254.40 FR (CB 655)
INV OUT 254.40 TO (DI 648)
DI 654
TOP 271.44
INV OUT 268.00 (TO DI 653)
159
L
F
18"
R
C
P
@ 3.
1
5
%
DI 653
TOP 266.82
INV IN 263.00 (FR DI 654)
INV OUT 263.00 (TO DI 652)
14
0

L
F
18
"

R
C
P
@

6
.
1
3
%
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 613-609 PROFILE
245
250
255
260
265
270
275
280
285
245
250
255
260
265
270
275
280
285
284.6283.5283.5280.1277.4275.2270.6265.3260.2255.4252.7249.2274.61272.57270.38268.19266.12264.43262.74261.05259.70258.61257.51257.64-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+006+15
EXISTING GRADE
PROPOSED
GRADE 293.6290.7287.33-0+25 0+00 1+00
CB 640
TOP 293.58
INV IN 282.60 FR (DI 641)
INV OUT 282.60 TO (CB 639)
DI 641
TOP 286.36
INV OUT 283.00 (TO CB 640)
74 LF
18" RCP
@ 0.54%
PROPOSED
GRADE
EXISTING
GRADE
294.6293.2290.5287.5283.08281.34281.70283.04-0+25 0+00 1+00 2+00
CB 633
TOP 284.35
INV IN 275.70 FR (CB 636)
INV IN 277.70 FR (DI 634)
INV OUT 275.70 TO (CB 631)
DI 635
TOP 282.36
INV OUT 279.00 (TO DI 634)
137 LF
18" RCP
@ 0.73%
DI 634
TOP 282.75
INV IN 278.00 FR (DI 635)
INV OUT 278.00 TO (CB 633)
36 LF
18" RCP
@ 0.83%
EXISTING GRADE
PROPOSED
GRADE
PROPOSED
GRADE
DI 756
TOP 274.53
INV OUT 271.00 (TO DI 755)
183

L
F
18"
R
C
P
@
4
.
3
7
%
DI 755
TOP 266.53
INV IN 263.00 (FR DI 756)
INV OUT 263.00 (TO DI 754)
183
L
F
18"
R
C
P
@ 3.
2
8
%
DI 754
TOP 260.34
INV IN 257.00 (FR DI 755)
INV OUT 257.00 (TO DI 753)
136 L
F
18" R
C
P
@ 2.5
8
%
65
L
F
18"

R
C
P
@
5
.
0
7
%
DI 753
TOP 257.37
INV IN 253.50 FR (DI 754)
INV OUT 253.50 TO (CB 752)
CB 752
TOP 257.43
INV IN 250.20 FR (DI 753)
INV OUT 249.70 TO (CB 751)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
ST 646-647 PROFILE
280
285
290
295
300
280
285
290
295
300
290.5291.1293.62-0+50 0+00 1+00 1+50
DI 647
TOP 287.63
INV OUT 284.00 (TO CB 646)
CB 646
TOP 293.92
INV IN 283.50 FR (DI 647)
INV OUT 283.50 TO (CB 645)
72 LF
18" RCP
@ 0.70%
PROPOSED
GRADE
EXISTING
GRADE
H: 1" = 50'
V: 1" = 5'
PROFILE SCALE
0
0
50
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
C6.2 STORM DRAINAGE OUTFALL PROFILES - SHEET 2 OF 27ns.com05/11/2020
MVZ7s.com
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
OUTFALL MH 34 - 30 PROFILE
230
235
240
245
250
255
260
265
270
275
230
235
240
245
250
255
260
265
270
275
265.8260.4253.1247.0253.1253.0252.5255.8261.7261.4260.8264.5265.9265.81262.48258.70262.44262.80263.56264.31265.06265.81266.56-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+35
EXISTING GRADE
PROPOSED GRADE
MH 34 (4' DIA.)
TOP 265.55
INV IN 258.70 (FR MH 35 (4' DIA.))
INV OUT 258.50 (TO MH 30 (4' DIA.))
323 LF
8" DIP
@ 0.90%
MH 30 (4' DIA.)
TOP 262.50
INV IN 255.60 (FR MH 31)
INV IN 255.60 (FR MH 34 (4' DIA.))
INV OUT 255.40 (TO MH 29 (5' DIA.))
285 LF
8" DIP
@ 0.53%
MH 29 (5' DIA.)
TOP 266.75
INV IN 253.90 (FR MH 30 (4' DIA.))
INV IN 253.90 (FR MH 52)
INV OUT 253.70 (TO MH 28 (5' DIA.))
204 LF OF 16" STEEL CASING
AT AERIAL CROSSING
SEE STRUCTURAL NOTES &
DETAILS ON SHEET C11.10
40'
SEE STRUCTURAL
NOTES & DETAILS
ON SHEET C11.10
38(B)39(B)8''WSSSMH 34 (4' DIA.)0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+006+12.84
MH 29 (5' DIA.)
MH 34 (4' DIA.)MH 30 (4' DIA.)
8" DIP SSSSSS0+
0
0
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+005+506+006+507+00
7+50
8+008+50MH 03 (5' DIA.)
MH 80 (5' DIA.)MH 06 (5' DIA.)
MH 02 (5' DIA.)
MH 04 (4' DIA.)
MH 01-EX
8"
D
IP
8" DIP
8" DIP
8" DIP
8" DI
P
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SEWER OUTFALL ST 0+00 TO 7+50 PROFILE
205
210
215
220
225
230
235
240
245
205
210
215
220
225
230
235
240
245
PROPOSED FUTURE GRADEEXISTING GRADE
MH 01-EX
TOP 225.50
INV IN 214.00 (FR MH 02 (5' DIA.))
35 LF
8" DIP
@ 0.57%
MH 02 (5' DIA.)
TOP 232.94
INV IN 214.40 (FR MH 03 (5' DIA.))
INV OUT 214.20 (TO MH 01-EX)
139 LF
8" DIP
@ 0.51%
MH 03 (5' DIA.)
TOP 237.24
INV IN 215.30 (FR MH 04 (4' DIA.))
INV OUT 215.10 (TO MH 02 (5' DIA.))
284 LF
8" DIP
@ 0.53%
MH 04 (4' DIA.)
TOP 228.41
INV IN 217.00 (FR MH 06 (5' DIA.))
INV OUT 216.80 (TO MH 03 (5' DIA.))
201 LF
8" DIP
@ 0.50%
MH 06 (5' DIA.)
TOP 232.94
INV IN 218.20 (FR MH 80 (5' DIA.))
INV OUT 218.00 (TO MH 04 (4' DIA.))
107 LF
8" DIP
@ 0.56%226.7231.4227.9234.7235.0234.2233.2230.6229.4227.1232.5234.1234.0232.5232.1233.0-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/11/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
MVZ
331 FOR REVIEWPROFILE SCALE
0
0
50
5
C6.3 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 1 OF 430' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
H: 1" = 50'
V: 1" = 5'
30' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
SCALE 1"=50'
100'50'0 NAD 83SCALE 1"=50'
100'50'0 NAD 8320' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
8" DIP IN 204 LF OF 16"
STEEL CASING
SSSSS6+00
6+50
7+007+508+00
8+50
9+00 9+5010+0010+50 11+00 11+50
12+0012+50MH 80 (5' DIA.)
MH 06 (5' DIA.)
MH 08 (4' DIA.)
MH 8A (4' DIA.)
MH 07 (4' DIA.)8" D
IP
8" DIP8" DIP
8" DIP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SEWER OUTFALL ST 7+50 TO 22+00 PROFILE
215
220
225
230
235
240
245
250
255
215
220
225
230
235
240
245
250
255
PROPOSED FUTURE GRADE
EXISTING GRADE
MH 80 (5' DIA.)
TOP 235.94
INV IN 221.30 (FR MH 81)
INV IN 219.00 (FR MH 07 (4' DIA.))
INV OUT 218.80 (TO MH 06 (5' DIA.))
177 LF
8" DIP
@ 0.51%
MH 07 (4' DIA.)
TOP 227.51
INV IN 220.10 (FR MH 08 (4' DIA.))
INV OUT 219.90 (TO MH 80 (5' DIA.))
94 LF
8" DIP
@ 0.53%
MH 08 (4' DIA.)
TOP 231.00
FUTURE TOP 233.94
INV IN 220.80 (FR MH 8A (4' DIA.))
INV OUT 220.60 (TO MH 07 (4' DIA.))
144 LF
8" DIP
@ 0.56%
MH 8A (4' DIA.)
TOP 230.27
INV IN 221.80 (FR MH 09 (5' DIA.))
INV OUT 221.60 (TO MH 08 (4' DIA.))
221 LF
8" DIP
@ 0.50%
MH 09 (5' DIA.)
TOP 233.47
FUTURE TOP 239.69
INV IN 223.10 (FR MH 10 (5' DIA.))
INV OUT 222.90 (TO MH 8A (4' DIA.))
445 LF
8" DIP
@ 0.52%
MH 10 (5' DIA.)
TOP 226.32
FUTURE TOP 246.31
INV IN 225.60 (FR MH 11 (5' DIA.))
INV OUT 225.40 (TO MH 09 (5' DIA.))
139 LF
8" DIP
@ 0.51%
MH 11 (5' DIA.)
TOP 241.32
FUTURE TOP 245.29
INV IN 226.50 (FR MH 12 (5' DIA.))
INV IN 226.70 (FR MH 90)
INV OUT 226.30 (TO MH 10 (5' DIA.))
170 LF
8" DIP
@ 0.53%
MH 12 (5' DIA.)
TOP 234.50
FUTURE TOP 244.86
INV IN 227.60 (FR MH 13 (5' DIA.))
INV OUT 227.40 (TO MH 11 (5' DIA.))233.0232.4230.3228.9224.5224.4228.2227.9230.6231.5232.0230.3229.1231.2234.4234.8235.4236.4235.5233.4230.9227.2224.1228.3232.4239.3237.4235.3232.6234.6231.62230.46229.36230.837+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
PROPOSED GRADE SSSSS11+5012+00
12+50
13+00
13+50
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
19+
0
0
19+
5
0
20+0020+5021+0021+5022+00 22+50
MH 11 (5' DIA.)
MH 10 (5' DIA.)
MH 12 (5' DIA.)
MH 13 (5' DIA.)
MH 09 (5' DIA.)MH 8A (4' DIA.)
8" DIP
8" DIP
8" DIP
8" DIP
8" DIP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/11/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
MVZ
331 FOR REVIEWPROFILE SCALE
0
0
50
5
C6.4 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 2 OF 430' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
H: 1" = 50'
V: 1" = 5'
SCALE 1"=50'
100'50'0NAD 83
SCALE 1"=50'
100'50'0
NAD 83
SSSSSSSA
N20+5021+0021+5022+
0
0
22+
5
0
23
+
0
0
23
+
5
0
24
+
0
0
24
+
5
0
2
5
+
0
0
2
5
+
5
0
26
+
0
0 26+5027+0027+5028
+
0
0
28
+
5
0
29
+
0
0
2
9
+
5
0
MH 14 (5' DIA.)
MH 11 (5' DIA.)
MH 12 (5' DIA.)
MH 13 (5' DIA.)
MH 100 (4' DIA.)
MH 16 (4' DIA.)
MH 15 (4' DIA.)
8" DIP
8" DIP
8" DIP
8" DIP8"
P
V
C
8"

D
I
P
EXISTING GRADE
PROPOSED FUTURE GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SEWER OUTFALL 21+50 TO 36+00 PROFILE
220
225
230
235
240
245
250
255
260
265
220
225
230
235
240
245
250
255
260
265
MH 12 (5' DIA.)
TOP 234.50
FUTURE TOP 244.86
INV IN 227.60 (FR MH 13 (5' DIA.))
INV OUT 227.40 (TO MH 11 (5' DIA.))
137 LF
8" DIP
@ 0.51%
MH 13 (5' DIA.)
TOP 239.13
FUTURE TOP 241.03
INV IN 228.50 (FR MH 100 (4' DIA.))
INV OUT 228.30 (TO MH 12 (5' DIA.))
161 LF
8" DIP
@ 0.50%
MH 100 (4' DIA.)
TOP 240.81
INV IN 229.80 (FR MH 101)
INV IN 229.50 (FR MH 14 (5' DIA.))
INV OUT 229.30 (TO MH 13 (5' DIA.))
146 LF
8" DIP
@ 0.55%
MH 14 (5' DIA.)
TOP 245.63
INV IN 230.50 (FR MH 15 (4' DIA.))
INV IN 230.80 (FR MH 110)
INV OUT 230.30 (TO MH 100 (4' DIA.))
159 LF
8" DIP
@ 0.50%
MH 15 (4' DIA.)
TOP 239.65
INV IN 231.50 (FR MH 16 (4' DIA.))
INV OUT 231.30 (TO MH 14 (5' DIA.))
175 LF
8" PVC
@ 0.51%
MH 16 (4' DIA.)
TOP 241.46
INV IN 232.60 (FR MH 17 (5' DIA.))
INV OUT 232.40 (TO MH 15 (4' DIA.))
309 LF
8" DIP
@ 0.52%
MH 17 (5' DIA.)
TOP 244.26
INV IN 234.40 (FR MH 18 (5' DIA.))
INV OUT 234.20 (TO MH 16 (4' DIA.))
292 LF
8" DIP
@ 0.51%
MH 18 (5' DIA.)
TOP 259.16
INV IN 236.10 (FR MH 19)
INV IN 236.20 (FR MH 120)
INV OUT 235.90 (TO MH 17 (5' DIA.))232.6234.6236.3237.2238.3239.8242.8245.9248.6251.3248.3243.3238.9241.0245.0248.4250.7250.4243.3242.3244.0243.8242.3253.7258.1255.6255.5255.7257.2257.8240.72242.28243.93245.58247.57243.05240.26241.09241.38242.3721+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
PROPOSED GRADE
PROPOSED GRADE
PROPOSED FUTURE GRADE
PROPOSED FUTURE GRADE SSS29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50
36+00
36+50
MH 18 (5' DIA.)
MH 17 (5' DIA.)
MH 16 (4' DIA.)
8" DIP
8" DIP
8" DIP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/11/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
MVZ
331 FOR REVIEWPROFILE SCALE
0
0
50
5
C6.5 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 3 OF 430' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
H: 1" = 50'
V: 1" = 5'
SCALE 1"=50'
100'50'0
NAD
8
3
SCALE 1"=50'
100'50'0
NAD

8
3
30' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
X
XXXX XXXXX 8'
'W8'
'W
8''W
8''W
8''W
SSS42+5043+0043+5044+0044+5045+00 45+50 46+00 46+50 47+00 47+5048+0048+5048+91.21MH 23 (5' DIA.)
MH 21 (5' DIA.)
MH 22 (5' DIA.)8"
D
IP
8" DIP 8" DIP8" DIP
EXISTING GRADE
PROPOSED FUTURE GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SEWER OUTFALL 35+50 TO 49+50 PROFILE
230
235
240
245
250
255
260
265
270
230
235
240
245
250
255
260
265
270
268 LF
8" DIP
@ 0.52%
MH 19
TOP 243.94
INV IN 237.70 (FR MH 20 (4' DIA.))
INV OUT 237.50 (TO MH 18 (5' DIA.))
306 LF
8" PVC
@ 0.52%
MH 20 (4' DIA.)
TOP 244.56
INV IN 239.50 (FR MH 21 (5' DIA.))
INV OUT 239.30 (TO MH 19)
375 LF
8" DIP
@ 0.51%
MH 21 (5' DIA.)
TOP 256.33
FUTURE TOP 257.35
INV IN 241.60 (FR MH 22 (5' DIA.))
INV OUT 241.40 (TO MH 20 (4' DIA.))
237 LF
8" DIP
@ 0.51%
MH 22 (5' DIA.)
TOP 251.66
FUTURE TOP 257.98
INV IN 243.00 (FR MH 23 (5' DIA.))
INV IN 243.00 (FR MH 70)
INV OUT 242.80 (TO MH 21 (5' DIA.))
157 LF
8" DIP
@ 0.51%
MH 23 (5' DIA.)
TOP 259.47
INV IN 244.00 (FR MH 24 (4' DIA.))
INV IN 244.00 (FR MH 60 (4' DIA.))
INV OUT 243.80 (TO MH 22 (5' DIA.))257.2257.8250.0244.6242.8242.6246.4249.8248.0245.6243.8243.2243.8244.4244.1249.6252.0252.2255.5251.7254.1251.2249.6251.1244.6245.0251.1247.18252.12259.9135+50 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 49+50
PROPOSED
GRADE
X
XXX
S
S
SAN
SAN
36+0
0
36+5
0
37+0
0
37+5
0
38+0
0 38+50
39+00
39+50
40+00
40+50
41+00
41
+
5
0
42
+
0
0
42
+
5
0
43
+
0
0
MH 18 (5' DIA.)
MH 20 (4' DIA.)
MH 19
8"

D
I
P
8" DI
P
8" PVC
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/11/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
MVZ
331 FOR REVIEWPROFILE SCALE
0
0
50
5
C6.6 SANITARY SEWER OUTFALL PLAN & PROFILE - SHEET 4 OF 430' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
H: 1" = 50'
V: 1" = 5'
SCALE 1"=50'
100'50'0 NAD 83SCALE 1"=50'
100'50'0 NAD 8330' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
55(B)
54(B)
53(B)
57(B)
56(B)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX228'27
7
2792802812
7
5
2
7
4
27
3
27
2270269268 26
7
262
261
260
259
259
261
26
2
263266265264
0+001+00
2+002+01.23
RISER 1
FES 1
FES 100
30" RCP
3" PVC
30" RCP265
26
5
270
27
0
2
7
0
27027
0
27
0
27
0
275275280285
HORIZ SCALE: 1"=30'
VERT SCALE: 1"=3
WET DETENTION POND 1 PROFILE
258
260
265
270
275
280
258
260
265
270
275
280
278.0275.7271.4264.9258.8278.04275.68271.36264.93258.76-0+50 0+00 1+00 2+00 2+50
12" SEDIMENT STORAGE
100 YR WATER SURF
ELEV = 271.67
2 YR WATER SURF
ELEV = 270.67
1 YR WATER SURF ELEV = 268.03
POND BOTTOM
ELEV = 264.00
10 YR WATER SURF
ELEV = 271.12
EXISTING GROUND
PROPOSED GRADE
SEDIMENT STORAGE ELEV = 263.00
127 LF
30" RCP
@ 1.58%
184 LF
30" RCP
@ 0.65%
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
H: 1" = 30'
V: 1" = 3'
PROFILE SCALE
0
0
30
3
C7.1 SCM 1 PLAN & PROFILE0
SCALE 1"=30'
60'30'NAD 837ns.com05/11/2020
MVZ7s.com
OSR 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX235
236
237
238
23
9
240
241
242
243
244
246
24
5
24
7
248249250
251
252
253
254
255
25
6
0+00
1+00 2+00 3+003+54.66235235 235235
235
240 240240
240
240240
240
245245245
250
RISER 3
FES 3
FES 600 36" RCP3" PVC
6" PVC
36" RCP
HORIZ SCALE: 1"=30'
VERT SCALE: 1"=3
WET DETENTION POND 3 PROFILE
230
235
240
245
250
230
235
240
245
250
243.3240.5241.7245.6247.9249.0244.3238.6243.35240.49241.72245.65247.95248.99244.31238.65-0+50 0+00 1+00 2+00 3+00 4+00
EXISTING GROUND
PROPOSED GRADE
153 LF
36" RCP
@ 0.78%
87 LF
36" RCP
@ 0.29%
MAIN POOL
100 YR WATER SURF
ELEV = 243.48
1 YR WATER SURF ELEV = 240.03
POND BOTTOM
ELEV = 235.00
10 YR WATER SURF
ELEV = 242.16 2 YR WATER SURF
ELEV = 240.64
PERMANENT POOL ELEV: 238.00
TOP OF BERM
ELEV: 244.00
FOREBAY
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
H: 1" = 30'
V: 1" = 3'
PROFILE SCALE
0
0
30
3
C7.2 SCM 3 PLAN & PROFILE0
SCALE 1"=30'
60'30'NAD 837ns.com05/11/2020
MVZ7s.com
OSC 17XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX240
241
242
243
244
245246247248236
237
238
239
2
4
9
250
251
0+001+002+00 3+003+72.351+001+27.75235
235
235 235235
235
240 240240
240
240
245 245250250
255
RISER 4
FES 4
CB 751
FES 750
FES 700 24" RCP3" PVC6" PVC
24" RCP24" RCP24" RCPHORIZ SCALE: 1"=30'
VERT SCALE: 1"=3
WET DETENTION POND 4 PROFILE
230
235
240
245
250
255
260
230
235
240
245
250
255
260
250.6247.9244.6243.1242.3241.7240.6238.3250.55247.94244.58243.15242.27241.73240.57238.27-0+50 0+00 1+00 2+00 3+00 4+00
PROPOSED GRADE
EXISTING GROUND
14
5

L
F
24
"

R
C
P
@

6
.
1
9
%
61 LF
24" RCP
@ 0.82%
100 YR WATER SURF
ELEV = 242.94
1 YR WATER SURF ELEV = 239.59
10 YR WATER SURF
ELEV = 241.33
2 YR WATER SURF
ELEV = 240.03
MAIN POOL
FOREBAY
PERMANENT POOL ELEV: 238.00
TOP OF BERM
ELEV: 244.00
BOTTOM OF POND
ELEV: 235.00
HORIZ SCALE: 1"=30'
VERT SCALE: 1"=3
WET DETENTION POND 4 OUTLET 2 PROFILE
235
240
245
250
255
260
235
240
245
250
255
260
248.7247.0246.7248.72246.98246.68-0+50 0+00 1+00 1+50
68 LF
24" RCP
@ 5.73%
PROPOSED GRADE
EXISTING GROUND
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
H: 1" = 30'
V: 1" = 3'
PROFILE SCALE
0
0
30
3
C7.3 SCM 4 PLAN & PROFILE0
SCALE 1"=30'
60'30'NAD 837ns.com05/11/2020
MVZ7s.com
OSC 17XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX240
241
242
243
244
245246247248236
237
238
239
2
4
9
250
251
235
235
235 235235
235
240 240240
240
240
245 245250250
255
RISER 4
FES 4
CB 751
FES 750
FES 700 24" RCP3" PVC6" PVC
24" RCP24" RCP24" RCP24" WHITE OAKTRWO 1533" WHITE OAK33" WHITE OAK118" DOUBLE WHITE OAK27" WHITE OAK15" WHITE OAK16" DOUBLE WHITE OAK18" WHITE OAK16" WHITE OAK CLUSTER22" WHITE OAK15" WHITE OAK CLUSTER15" WHITE OAK28" WHITE OAK30" DOUBLE WHITE OAK15" WHITE OAK22" DOUBLE WHITE OAK20" WHITE OAK16" WHITE OAKOSR 3 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX235
236
237
238
23
9
240
241
242
243
244
246
24
5
24
7
248249250
251
252
253
254
255
25
6235235 235235
235
240 240240
240
240240
240
245245245
250
RISER 3
FES 3
FES 600 36" RCP3" PVC
6" PVC
36" RCP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
AS SHOWN
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382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)36(B)28(B)37(B)30(B)38(B)31(B)32(B)33(B)34(B)35(B)39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
103(C)104(C)105(C)106(C)107(C)100(C)108(C)101(C)109(C)102(C)110(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)115(B)
116(B)
117(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
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MATCHLINE C8.1MATCHLINE C8.2TREES QTY BOTANICAL NAME COMMON NAME
MINIMUM
INSTALLED
SIZE
Z 73 ULMUS PARVIFOLIA LACEBARK ELM 2.5" CAL.
WO 61 OSTRYA VIRGINIANA IRONWOOD 2.5" CAL.
AE 35 ULMUS AMERICANA
'PRINCETON'AMERICAN ELM 2.5" CAL.
CP 52 SASSAFRA ALBIDUM COMMON
SASSAFRAS 2.5" CAL.
FE 88 CARPINUS BETULUS
'FASTIGIATA'
FASTICIATA EUROPEAN
HORNBEAM 2.5" CAL.
NS 51 NYSSA SYLVATICA BLACK TUPELO 2.5" CAL.
SYMBOL
OC 1 QUERCUS LYRATA OVERCUP OAK 2.5" CAL.
STREET TREE PLANT SCHEDULE - PHASE 2
AS SHOWN
1.ALL PLANT MATERIAL INSTALLED MUST MEET STANDARDS SET BY
AMERICAN ASSOCIATION OF NURSERY MEN, INC "STANDARDS FOR
2.WHERE THE SUPPLEMENTAL PLANTING IS REQUIRED IN BUFFERS,
THE PLANNING DIRECTOR SHALL HAVE THE AUTHORITY TO SPECIFY
THE LOCATION TO ACCOUNT FOR AND PROVIDE MAXIMUM
SCREENING IN THE EVENT OF SIGNIFICANT GRADE DIFFERENCES
BETWEEN PROPERTIES TO WHICH THE BUFFER STANDARD APPLIES.
PROPOSED VEGETATION SHALL ADHERE TO THE FOLLOWING
BUFFER PLANTING REQUIREMENTS.
2.1.REQUIRED PLANTINGS SHALL USE A MIX OF DECIDUOUS
OVERSTORY TREES, EVERGREEN TREES, DECIDUOUS
UNDERSTORY TREES TREES/LARGE TREES/LARGE SHRUBS,
AND SMALL EVERGREEN SHRUBS TO PROVIDE VERTICAL
SCREENING.
2.2.MONOCLE TREE PLANTINGS ARE NOT PERMITTED.
2.3.THE MIX SHALL CREATE A 100% SCREENING BUFFER WITHIN 2
YEARS PF PLANTINGS.
2.4.IN CALCULATING BUFFER PLANTING REQUIREMENTS, AREAS OF
DRIVEWAYS AND SIGHT DISTANCE TRIANGLES SHALL BE
EXCLUDED.
2.5.DECIDUOUS OVERSTORY TREES, SMALL TREES, OR LARGE
SHRUBS, EVERGREEN SHRUBS, AND EVERGREEN TREES SHALL
BE DISTRIBUTED ALONG THE ENTIRE LENGTH OF THE BUFFER
DUE TO UNIQUE CHARACTERISTICS OF A SITE PR DESIGN
OBJECTIVES, ALTERNATIVE DESIGNS THAT ACHIEVE THE
REQUIRED SCREENING MAY BE APPROVED BY THE PLANNING
DIRECTOR.
3.NO SCREENING OR BUFFERING SHALL INTERFERE WITH THE SIGHT
DISTANCE TRIANGLES REQUIRED FOR SAFE TRAFFIC MOVEMENTS
AT DRIVEWAY OR STREET INTERSECTIONS.
3.1.PLANTINGS MAY NOT CREATE ANY VISUAL OBSTRUCTIONS
BETWEEN 30" AND 7' IN HEIGHT WITHIN SIGHT DISTANCE
TRIANGLES.
3.2.THE PRUNING OF SCREENING SHRUBS SHALL ALLOW LATERAL
GROWTH OF BRANCHES AS TO FORM A HEDGE.
4.ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE
DRAINAGE WITH NO LOW SPOTS ALLOWING WATER TO BE TRAPPED.
5.STREET TREES SHALL BE LOCATED WITHIN THE 10' PUBLIC STREET
TREE EASEMENT. REFER TO UDO SECTION 7.1-L-1A FOR LOCATIONS
OF EASEMENT.
6.STREET TREES SHALL BE PLANTED BY EACH BUILDER PRIOR TO
RECEIVING CO FOR HOUSE.
7.STORMWATER DEVICES SHALL BE SCREENED ON ALL SIDES WITH
EVERGREEN SHRUBS MAINTAINED AT A MINIMUM HEIGHT OF 4'.
REFER TO UDO SECTION 7.1-M.3.
8.ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE TOWN OF GARNER UDO.
9.FOUNDATION PLANTINGS SHALL BE INSTALLED ALONG THE ENTIRE
FRONT FOUNDATION WALL OF THE BUILDING. PLANT INSTALLATION
SHALL BE A MINIMUM OF 2' IN HEIGHT PLANTED AT 3 TO 4 FOOT
INTERVALS. SEE TYPICAL DETAIL THIS SHEET.
10.DURING THE ENTIRE PERIOD OF CONSTRUCTION ACTIVITY, ALL
PROTECTED TREES SHALL BE SURROUNDED AND PROTECTED BY AN
ORANGE TENSAR GEOGRID FENCING. TREE PROTECTION FENCING
SHALL BE INSTALLED A MINIMUM OF 10' FROM TRUNK OF ANY
PROTECTED TREE OR DRIP LINE. ONE SIGN SHALL BE PLACED
EVERY 200' ALONG FENCING TO READ "TREE PROTECTION AREA - DO
NOT ENTER/ PARA PROTECCION DE LOS ARBOLES - PROHIBIDIO
ENTRAR".
LANDSCAPE NOTES
0
SCALE 1"=200'
400'200'
NAD 83
C8.0 OVERALL LANDSCAPE PLANPROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
TREES QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
Z 2 ULMUS PARVIFOLIA LACEBARK ELM 2.5" CAL CENTRAL LEADER
LF 3 LAGERSTROEMIA x FAURIEI 'SARAH'S FAVORITE'CRAPE MYRTLE 8' HT 3-5 STEMS
TO 3 THUJA OCCIDENTALIS 'EMERALD GREEN'EMERALD ARBORVITAE 8' HT SYMMETRICAL, WELL
BRANCHED
SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
LC 18 LORPETALUM CHINENSE 'RUBY'LORPETALUM 36" HT/SPRD DENSE FOLIAGE
BG 57 BOUTELOUA GRACILIS 'BLONDE AMBITION'GRAMA GRASS 18" HT/SPRD DENSE FOLIAGE
RG 30 RHODODENDRON x 'GEORGE TABER'AZALEA 36" HT/SPRD DENSE FOLIAGE
GROUNDCOVER QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
PS 36 PHOLX SUBULATA 'SNOWFLAKE'PHLOX 4" POT DENSE FOLIAGE
ENHANCED STREETSCAPE PLANT SCHEDULE PER 100' SECTION
TREES QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
NS 2 NYSSA SYLVATICA BLACK TUPELO 2.5" CAL CENTRAL LEADER
CC 2 CERCIS CANADENSIS EASTERN REDBUD 8' HT WELL BRANCHED
CJ 6 CRYPTOMERIA JAPONICA JAPANESE CRYPTOMERIA 8' HT SYMMETRICAL, WELL
BRANCHED
SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
CS 18 CAMELLIA SASANQUA 'YULETIDE'SUSANQUA CAMELLIA 36" HT/SPRD DENSE FOLIAGE
VJ 10 VIBURNUM JAPONICUM VIBURNUM 36" HT/SPRD DENSE FOLIAGE
35' PERIMETER BUFFER PLANT SCHEDULE PER 100' SECTION
2 LARGE TREES, 6 ORNAMENTAL TREES, & 48 EVERGREEN SHRUBS PER 100 LF
100 LF
(2) LF(3) TO
(3) LC
(11)
BG
(15) RG
SOD (TYP)(18) PS(1) Z
ENHANCED STREETSCAPE NTS
(15) RG
(6) LC
(9) LC
(18) BG
(28) BG
(1) Z
(18) PS
100 LF
2 LARGE TREES, 2 ORNAMENTAL TREES, 6 EVERGREEN TREES, 28 EVERGREEN SHRUBS PER 100 LF
35' PERIMETER BUFFER NTS
(7) VJ
(9)CS
(3)VJ
(9)CS
(1)CC (6)CJ
(1)CC
1.THE OWNER/AGENT IS RESPONSIBLE FOR THE UPKEEP OF THEIR
PROPERTY WITH A REGULAR AND PROPER MAINTENANCE
PROGRAM. A PROPER PROGRAM WILL REDUCE DISEASE, INSECT
PROBLEMS, WEED CONTROL, PRUNING, AND WATERING.
2.ALL DISTURBED AREAS SHALL BE STABILIZED FROM SOIL EROSION
IMMEDIATELY UPON PLANTING AND SHALL BE PERMANENTLY
MAINTAINED. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED
WITH TURF GRASS AND SHALL REQUIRE THE PLANTING OF
GROUNDCOVER TO STABILIZE ANY DISTURBED SOIL.
3.THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED
PLANTED MATERIAL IN GOOD HEALTH. ANY DEAD, UNHEALTHY, OR
MISSING PLANTS MUST BE REPLACED IN A NUMBER CONSISTENT
WITH THE REQUIREMENTS.
4.THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED
PLANT MATERIAL IN GOOD HEALTH FOR THE DURATION OF THEIR
USE OF THE PROPERTY. ANY DEAD, UNHEALTHY, OR MISSING
PLANTS MUST BE REPLACED WITH LOCALLY ADAPTED VEGETATION
WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE
GARNER UDO AND THE TOWN OF GARNER PLANTING MANUAL.
5.THE OWNER IS RESPONSIBLE FOR FOLLOWING ACCEPTED PLANTING
PRACTICES FOR ALL REQUIRED PLANT MATERIAL AND SHALL AVOID
EXCESSIVE PRUNING OF SAID MATERIAL. EXCESS PRUNING IS
DEFINED AS REMOVAL OF MORE THAN 25% OF THE CROWN OR
ROOT SYSTEM. FAILURE TO CONFIRM TO STANDARD PRUNING
PRACTICES; OR CUTTING OTHER THAN FOR HAZARD, UTILITY OR
MAINTENANCE PRUNING,. ILLEGALLY PRUNING TREES MUST BE
REPLACED WITH TREES PROPORTIONAL TO THE TREE DAMAGED
WITH THE MINIMUM REPLACEMENT CALIPER SIZE OF 3" CALIPER IN A
200 SF PLANT BED REQUIRED.
6.SHOULD SIGNIFICANT AMOUNT OF LANDSCAPING USED TO MEET
THE REQUIREMENTS OF THIS SECTION BE LOST DUE TO UNUSUAL
CAUSES OR CATASTROPHE, THE OWNER OF THE PROPERTY SHALL
SUBMIT A PLAN DETAILING HIS/HER INTENT IN REPLACING LOST
MATERIAL. REPLACEMENT MAY OCCUR ON A PHASED BASIS AS
APPROVED BY THE PLANNING DIRECTOR. MAXIMUM ALLOWED IN
THE PHASING PROGRAM IS 3 YEARS FROM THE SUBMITTAL OF
PLANS TO THE TOWN.
MAINTENANCE NOTES
XXX X
X
XXX
X
X
SCM
4' FENCE
EVERGREEN
SHRUBS
36" O.C.
STORMWATER CONTROL MEASURE SCHEMATIC
N.T.S.
NOTE: FENCING AND LANDSCAPING FOR PROPOSED STORMWATER
CONTROL MEASURE SHALL MEET TOWN OF GARNER REQUIREMENTS.
EXAMPLE FENCE DETAIL SHOWN ON THIS SHEET.
GATE
FUTURE
AMENITY
CENTER
DRY
DETENTION
POND 1
WET
DETENTION
POND 3
WET
DETENTION
POND 4
MAIL KIOSK
WITH 44+
PARKING
SPACES
X FENCE LINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
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40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
1(B)
93(B)
91(B)
92(B)
94(B)
118(B)
XXX
X
X
X
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X
X
X
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8''W
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SIDEPATH
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(TYP)
2 MARKED GRAVES
WITH FENCE
25' PER
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IMETER
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EASEMENT
10' LANDSCAPE
EASEMENT
10' LANDSCAPE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 1
20' PRIVATE
DRAINAGE
EASEMENT SUTTON SPRINGS DRNEW BETHEL CHURCH ROADNCSR 2703 60' R/WMATCHLINE C8.1
MATCHLINE C8.2
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C8.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 2LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE LINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
7ns.com05/11/2020
MVZ7s.com
NSY
NSY
NSY
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384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
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409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
419(A)
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421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
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373(A)
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371(A)368(A)
367(A)
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403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
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EASEMENT
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WIDTH PUBLIC
DRAINAGE
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20' PRIVATE
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0
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120'60'NAD 83C8.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 2LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE LINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
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385(A)
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410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
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10(B)
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9(B)
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49(B)
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57(B)
56(B)
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105(C)
106(C)107(C)100(C)
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86(C)
85(C)
84(C)
82(C)
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111(B)
97(B)
112(B)
98(B)
113(B)
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116(B)
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91(B)
92(B)
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120(B)
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TYP
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TYP
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CENTER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
1" = 100'
0
SCALE 1"=100'
200'100'
NAD 8
3
C9.0 OVERALL LIGHTING PLANLEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
MAIL KIOSK - PRIVATE LIGHT
LED STREET LIGHTS
(9,500 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LEGEND
X FENCE LINE
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
7ns.com05/11/2020
MVZ7s.com
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NEW BETHEL CHURCH ROAD SUTTON SPRINGS DRIVE2658''WNEW BETHEL CHURCH ROAD SUTTON SPRINGS DRIVEEXISTING CL GRADE
EXISTING CL GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
NEW BETHEL CHURCH ROAD PROFILE STA 14+00 TO 18+00
250
255
260
265
270
275
280
285
250
255
260
265
270
275
280
285
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
NEW BETHEL CHURCH ROAD PROFILE STA 18+00 TO 24+00
270
275
280
285
290
295
300
305
270
275
280
285
290
295
300
305
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PROPOSED CL GRADE
PROPOSED CL GRADE
SCALE 1"=50'
100'50'0 NAD 831.
DEEP x 12-IN DIA. CONCRETE FOOTING.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY STANDARDS
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
3.
SIZEMUTCD STD.SIGN
AND SPECIFICATIONS.
TRAFFIC CONTROL NOTES
R1-1 30"x30"STOP
GENERAL NOTES
1.PREPARING, GRADING, SHAPING AND COMPACTION OF SUBGRADE
SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5,
SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES (2006). PREPARING, GRADING, SHAPING AND
COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD
BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE
BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT
SPECIFICATIONS, AND COMPLIANCE WITH THE PROJECT PLANS AND
SPECIFIACTIONS ARE CRITICAL TO THE PERFORMANCE OF THE
CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE
COURSES OF PAVEMENT TO STABILIZE THE SITE DURING
CONSTRUCTION AT NO ADDITIONAL COST. THE CONTACTOR IS
RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS
REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN
PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL
BE PROVIDED AT NO ADDITIONAL COST.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR
INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT
LIFTS AT NO ADDITIONAL COST.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF
PAVEMENT SHALL BE FREE OF ALL DEFECTS AND DAMAGE.
GRADING NOTES
ALL PROPOSED CONTOURS SHOWN FOR THE ROAD WIDENING ARE
APPROXIMATE BASED ON THE SECTION REQUIRED BY THE TOWN OF
GARNER. CONTRACTOR SHALL ESTABLISH STRING LINES OR FORMS FOR
THE PROPOSED CURB AND HAVE THESE INSPECTED AND APPROVED OR
ADJUSTED BY NCDOT PRIOR TO ANY CONCRETE PLACEMENT.
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WEDGING OR MILLING
REQUIRED TO ESTABLISH THE PROPOSED GRADES.
ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY NCDOT4.
INSPECTOR PRIOR TO SIGN INSTALLATION.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY NCDOT.5.
C10.1 ROAD WIDENING - SHEET 1 OF 2WIDENING AND OVERLAY PLAN
STRIPING PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
2
4 7
1
SIGNAGE AND STRIPING SCHEDULE
2 4" WHITE SINGLE DASHED LINE MINI-SKIP @ 3' LINE, 9' SPACE
3 4" SINGLE SOLID WHITE LINE
4 4" DOUBLE SOLID YELLOW LINE
5 WHITE 8" DIAGONAL PAVEMENT MARKING (45' SPACING)
7 DIRECTIONAL PAVEMENT MARKINGS
8 NCDOT R101 STOP SIGN MOUNTED ON POST PER SPECIFICATIONS
6" WIDE PAINTED WHITE CROSSWALK LINE
NOTES:
1. COORDINATE ALL STRIPING OF ROADS WITHIN NCDOT ROW WITH NCDOT.
2. ALL MARKINGS WILL CONFORM WITH NCDOT STANDARD 1205 "PAVEMENT MARKINGS".
3. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS
PRIOR TO PLACEMENT OF MARKING SHOWN HEREIN.
6 YELLOW 8" DIAGONAL PAVEMENT MARKING (45' SPACING)
9 NCDOT OM1-3 AND R4-7 SIGNS MOUNTED ON POST PER SPECIFICATIONS
10 2' WIDE PAINTED WHITE STOP BAR
1
5
3
4
1"=50'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SITE BOUNDARY
EXISTING OVERHEAD
ELECTRICAL TO BE
RELOCATED EXISTING DRIVEWAY
TO BE REMOVED
SITE BOUNDARY
EXISTING FIRE
HYDRANT
EXISTING
WATER MAIN
EXISTING EOP
EXISTING 4"
SANITARY
SEWER MAIN
SITE BOUNDARY
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
100' TURNING LANE150' BAY TAPER
550' DEPARTURE TAPER
12'
12'
12'
EXISTING PAVEMENT
25' MIN.
1.5"-0" MILLED SURFACE 1-1/2" SURFACE OVERLAY
SAW CUT
MILLING DETAIL
S-9.5B
NOT TO SCALE
WIDENING
~8-11'
18-20'
MIN.
1-1/2" SURFACE OVERLAY
FULL WIDTH
EXISTING PAVEMENT
>6' WIDTH: 10" CABC, 4" I19.0B, 3" S-9.5B
<6' WIDTH: 5" B25.0B, 4" I19.0B, 3" S-9.5B
OVERLAY AREAS: 1.5" SF9.5B
OVERLAY DETAIL
NOT TO SCALE
PROPOSED
CURB & GUTTER
PAVEMENT SECTION
1/4" / FT
25' TYPE A BUFFER
DEDICATED RIGHT OF WAY (WIDTH VARIES)
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
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L
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18"
R
C
P
@ 5.
5
2
%
(ST
1
0
9
-
1
0
8
)
NEW BETHEL

C
H
U
R
C
H

R
O
A
DSUTTON SPRINGS DRIVEOSC 5
XX8''WNEW BETHEL

C
H
U
R
C
H

R
O
A
DSUTTON SPRINGS DRIVE50' TURN LANE
100' TAPER
EXISTING CL GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
NEW BETHEL CHURCH ROAD PROFILE STA 24+00 TO 30+00
285
290
295
300
305
310
315
285
290
295
300
305
310
315
288.4290.4291.7293.2295.1296.7297.2297.4297.4297.6298.0298.7299.5300.5301.2301.7301.8301.3301.0300.0299.4288.35290.40291.68293.18295.12296.73297.23297.42297.40297.57297.96298.65299.50300.45301.19301.74301.85301.27300.9720+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
PROPOSED CL GRADE
SCALE 1"=50'
100'50'0 NAD 831.
DEEP x 12-IN DIA. CONCRETE FOOTING.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY STANDARDS
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
3.
SIZEMUTCD STD.SIGN
AND SPECIFICATIONS.
TRAFFIC CONTROL NOTES
R1-1 30"x30"STOP
GENERAL NOTES
1.PREPARING, GRADING, SHAPING AND COMPACTION OF SUBGRADE
SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5,
SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES (2006). PREPARING, GRADING, SHAPING AND
COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD
BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE
BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT
SPECIFICATIONS, AND COMPLIANCE WITH THE PROJECT PLANS AND
SPECIFIACTIONS ARE CRITICAL TO THE PERFORMANCE OF THE
CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE
COURSES OF PAVEMENT TO STABILIZE THE SITE DURING
CONSTRUCTION AT NO ADDITIONAL COST. THE CONTACTOR IS
RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS
REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN
PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL
BE PROVIDED AT NO ADDITIONAL COST.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR
INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT
LIFTS AT NO ADDITIONAL COST.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF
PAVEMENT SHALL BE FREE OF ALL DEFECTS AND DAMAGE.
GRADING NOTES
ALL PROPOSED CONTOURS SHOWN FOR THE ROAD WIDENING ARE
APPROXIMATE BASED ON THE SECTION REQUIRED BY THE TOWN OF
GARNER. CONTRACTOR SHALL ESTABLISH STRING LINES OR FORMS FOR
THE PROPOSED CURB AND HAVE THESE INSPECTED AND APPROVED OR
ADJUSTED BY NCDOT PRIOR TO ANY CONCRETE PLACEMENT.
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WEDGING OR MILLING
REQUIRED TO ESTABLISH THE PROPOSED GRADES.
ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY NCDOT4.
INSPECTOR PRIOR TO SIGN INSTALLATION.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY NCDOT.5.
C10.2 ROAD WIDENING - SHEET 2 OF 21"=50'
WIDENING AND OVERLAY PLAN
STRIPING PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
5
7
1
1
SIGNAGE AND STRIPING SCHEDULE
2 4" WHITE SINGLE DASHED LINE MINI-SKIP @ 3' LINE, 9' SPACE
3 4" SINGLE SOLID WHITE LINE
4 4" DOUBLE SOLID YELLOW LINE
5 WHITE 8" DIAGONAL PAVEMENT MARKING (45' SPACING)
7 DIRECTIONAL PAVEMENT MARKINGS
8 NCDOT R101 STOP SIGN MOUNTED ON POST PER SPECIFICATIONS
6" WIDE PAINTED WHITE CROSSWALK LINE
NOTES:
1. COORDINATE ALL STRIPING OF ROADS WITHIN NCDOT ROW WITH NCDOT.
2. ALL MARKINGS WILL CONFORM WITH NCDOT STANDARD 1205 "PAVEMENT MARKINGS".
3. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS
PRIOR TO PLACEMENT OF MARKING SHOWN HEREIN.
6 YELLOW 8" DIAGONAL PAVEMENT MARKING (45' SPACING)
9 NCDOT OM1-3 AND R4-7 SIGNS MOUNTED ON POST PER SPECIFICATIONS
10 2' WIDE PAINTED WHITE STOP BAR
33
3
4
4
5
3
2
2
7
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SITE BOUNDARY
EXISTING DRIVEWAY
TO BE REMOVED
EXISTING EOP
EXISTING
FORCE MAINEXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING
WATER MAIN
8" PVC WATER MAIN
SITE BOUNDARY
FIRE HYDRANT
DEDICATED RIGHT OF WAY (WIDTH VARIES)
25' TYPE A BUFFER
12'
12'
12'
20' STORM DRAINAGE EASEMENT
MATCH EXISTING
STRIPING
PAVEMENT HATCH LEGEND
ASPHALT MILLING AND OVERLAY
NEW FULL DEPTH ASPHALT
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
16+00.00 (288)
256
260
264
268
272
276
280
284
256
260
264
268
272
276
280
284
0 20 40 600-20-40-60
16+50.00 (289)
260
264
268
272
276
280
284
288
260
264
268
272
276
280
284
288
0 20 40 600-20-40-60
17+00.00 (290)
256
260
264
268
272
276
280
284
288
292
256
260
264
268
272
276
280
284
288
292
0 20 40 600-20-40-60
17+50.00 (291)
256
260
264
268
272
276
280
284
288
292
296
256
260
264
268
272
276
280
284
288
292
296
0 20 40 600-20-40-60
18+00.00 (292)
264
268
272
276
280
284
288
292
296
264
268
272
276
280
284
288
292
296
0 20 40 600-20-40-60
18+50.00 (293)
268
272
276
280
284
288
292
296
300
268
272
276
280
284
288
292
296
300
0 20 40 600-20-40-60
19+00.00 (294)
272
276
280
284
288
292
296
300
272
276
280
284
288
292
296
300
0 20 40 600-20-40-60
19+50.00 (295)
272
276
280
284
288
292
296
300
272
276
280
284
288
292
296
300
0 20 40 600-20-40-60
20+00.00 (296)
272
276
280
284
288
292
296
300
304
272
276
280
284
288
292
296
300
304
0 20 40 600-20-40-60
20+50.00 (297)
272
276
280
284
288
292
296
300
304
272
276
280
284
288
292
296
300
304
0 20 40 600-20-40-60FG 266.16266.2FG 268.98269.0FG 272.09272.1FG 275.31275.3FG278.2FG281.0FG283.7FG 286.11286.1FG 288.35288.4FG 290.40290.4PROPOSED ELEV 290.83 EOP ELEV 291.87PROPOSED ELEV 288.77 EOP ELEV 289.63PROPOSED ELEV 286.54 EOP ELEV 287.39PROPOSED ELEV 284.12 EOP ELEV 284.97PROPOSED ELEV 281.47 EOP ELEV 282.32TOC ELEV 292.28TOC ELEV 290.05TOC ELEV 287.81TOC ELEV 285.39TOC ELEV 282.74SW ELEV 292.40SW ELEV 292.50SW ELEV 290.16SW ELEV 290.27SW ELEV 287.92SW ELEV 288.03SW ELEV 285.50SW ELEV 285.61SW ELEV 282.85SW ELEV 282.95EX ELEV 292.66EX CL ELEV 290.40 EX ELEV 289.92EX CL ELEV 288.35EX ELEV 288.57EX CL ELEV 286.11 EX CL ELEV 283.67EX ELEV 287.91EX CL ELEV 280.99EX ELEV 286.48PROPOSED ELEV 278.63 EOP ELEV 279.50PROPOSED ELEV 275.68 EOP ELEV 276.43PROPOSED ELEV 272.54 EOP ELEV 273.40PROPOSED ELEV 269.41EOP ELEV 270.29PROPOSED ELEV 266.50EOP ELEV 267.05TOC ELEV 279.92TOC ELEV 276.85TOC ELEV 273.82TOC ELEV 270.70TOC ELEV 267.47SW ELEV 280.03SW ELEV 280.13SW ELEV 276.96SW ELEV 277.06SW ELEV 273.93SW ELEV 274.03SW ELEV 270.82SW ELEV 270.92SW ELEV 267.58SW ELEV 267.68EX CL ELEV 278.16EX ELEV 283.86EX CL ELEV 275.31EX ELEV 281.53EX CL ELEV 272.09EX ELEV 280.14EX CL ELEV 268.98EX ELEV 277.33EX CL ELEV 266.16EX ELEV 273.21EX 4.67%EX ELEV 266.50EX ELEV 265.804.67%
6.13%
EX 6.90%EX ELEV 269.47EX ELEV 268.44EX ELEV 272.57EX ELEV 271.59EX 6.55%
6.06%
5.24%
EX 5.24%EX ELEV 275.68EX ELEV 274.90EX ELEV 278.66EX ELEV 277.67EX 6.45%
6.08%
5.94%
EX 6.53%EX ELEV 281.52EX ELEV 280.47EX ELEV 284.20EX ELEV 283.11EX 6.96%
5.95%
5.97%
EX 6.94%
EX ELEV 286.61
EX ELEV 285.55
EX ELEV 288.81EX ELEV 287.88EX 6.45%
6.10%
6.00%
EX 6.49%
EX ELEV 290.86
EX ELEV 289.92
C10.3 ROAD WIDENING CROSS SECTIONS - SHEET 1 OF 3H: 1" = 10'
V: 1" = 1'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
21+00.00 (298)
276
280
284
288
292
296
300
304
308
276
280
284
288
292
296
300
304
308
0 20 40 600-20-40-60
21+50.00 (299)
276
280
284
288
292
296
300
304
308
276
280
284
288
292
296
300
304
308
0 20 40 600-20-40-60
22+00.00 (300)
280
284
288
292
296
300
304
308
280
284
288
292
296
300
304
308
0 20 40 600-20-40-60
22+50.00 (301)
280
284
288
292
296
300
304
308
280
284
288
292
296
300
304
308
0 20 40 600-20-40-60
23+00.00 (302)
284
288
292
296
300
304
308
312
284
288
292
296
300
304
308
312
0 20 40 600-20-40-60
23+50.00 (303)
284
288
292
296
300
304
308
312
284
288
292
296
300
304
308
312
0 20 40 600-20-40-60
24+00.00 (304)
280
284
288
292
296
300
304
308
280
284
288
292
296
300
304
308
0 20 40 600-20-40-60
24+50.00 (305)
280
284
288
292
296
300
304
308
280
284
288
292
296
300
304
308
0 20 40 600-20-40-60
25+00.00 (306)
284
288
292
296
300
304
308
284
288
292
296
300
304
308
0 20 40 600-20-40-60
25+50.00 (307)
288
292
296
300
304
308
312
288
292
296
300
304
308
312
0 20 40 600-20-40-60FG 291.68291.7FG 293.18293.2FG 295.12295.1FG 296.73296.7FG 297.23297.2FG297.4FG 297.40297.4FG 297.57297.6FG 297.96298.0FG 298.65298.7EOP ELEV 299.74EOP ELEV 299.20PROPOSED ELEV 298.48
PROPOSED ELEV 298.10 EOP ELEV 299.04PROPOSED ELEV 299.12 EX ELEV 296.41EX CL ELEV 297.96
EX ELEV 293.59EX CL ELEV 297.57
TOC ELEV 300.16TOC ELEV 299.62EOP ELEV 294.16SW ELEV 300.27SW ELEV 300.38SW ELEV 299.73SW ELEV 299.83EX CL ELEV 298.65
PROPOSED ELEV 297.87 EOP ELEV 299.18PROPOSED ELEV 297.90 EOP ELEV 299.41PROPOSED ELEV 297.74 EOP ELEV 299.26PROPOSED ELEV 297.18 EOP ELEV 298.71PROPOSED ELEV 295.55 EOP ELEV 297.03PROPOSED ELEV 293.62 EOP ELEV 295.14PROPOSED ELEV 292.12 EOP ELEV 293.49TOC ELEV 299.83TOC ELEV 299.67TOC ELEV 299.13TOC ELEV 297.45TOC ELEV 295.55TOC ELEV 293.90SW ELEV 299.94SW ELEV 300.05SW ELEV 299.78SW ELEV 299.89SW ELEV 299.24SW ELEV 299.34SW ELEV 297.56SW ELEV 297.67SW ELEV 295.67SW ELEV 295.77SW ELEV 294.01SW ELEV 294.12EX ELEV 295.74EX CL ELEV 297.42
EX CL ELEV 297.23
EX ELEV 296.62EX ELEV 298.03EX CL ELEV 296.73 EX ELEV 298.19EX CL ELEV 295.12 EX ELEV 297.29EX CL ELEV 293.18EX ELEV 295.50EX CL ELEV 291.686.00%
EX 17.12%EX ELEV 292.00EX ELEV 294.42EX ELEV 292.56EX ELEV 291.016.01%
EX 10.05%
EX 16.47%
5.90%
EX ELEV 296.31
EX ELEV 293.53
EX ELEV 297.49
EX ELEV 296.01
5.97%
EX 10.09%
EX 9.44%
6.01%EX ELEV 298.08EX ELEV 296.35 EX ELEV 298.15EX ELEV 296.87
6.00%
EX 7.32%
EX 8.54%
6.00%
EX CL ELEV 297.40 EX ELEV 298.15
EX ELEV 296.67
EX ELEV 298.29EX ELEV 296.97
6.00%
EX 7.13%
EX 9.46%
5.99%EX ELEV 298.59EX ELEV 297.11
EX ELEV 299.17
EX ELEV 298.18
5.19%
EX 5.89%
H: 1" = 10'
V: 1" = 1'
C10.4 ROAD WIDENING CROSS SECTIONS - SHEET 2 OF 3JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
26+00.00 (308)
288
292
296
300
304
308
312
288
292
296
300
304
308
312
0 20 40 600-20-40-60
26+50.00 (309)
288
292
296
300
304
308
312
288
292
296
300
304
308
312
0 20 40 600-20-40-60
27+00.00 (310)
292
296
300
304
308
312
292
296
300
304
308
312
0 20 40 600-20-40-60
27+50.00 (311)
292
296
300
304
308
312
316
292
296
300
304
308
312
316
0 20 40 600-20-40-60
28+00.00 (312)
288
292
296
300
304
308
312
316
288
292
296
300
304
308
312
316
0 20 40 600-20-40-60
28+50.00 (313)
288
292
296
300
304
308
312
316
288
292
296
300
304
308
312
316
0 20 40 600-20-40-60FG 299.50299.5FG 300.45300.5FG 301.19301.2FG 301.74301.7FG 301.85301.8FG 301.27301.3EOP ELEV 301.45TOC ELEV 301.87SW ELEV 301.98SW ELEV 302.08EX ELEV 301.21EOP ELEV 302.19EOP ELEV 302.48EOP ELEV 301.96EOP ELEV 301.19EOP ELEV 300.67PROPOSED ELEV 300.00
PROPOSED ELEV 300.76
PROPOSED ELEV 301.50
PROPOSED ELEV 302.05
PROPOSED ELEV 302.00
PROPOSED ELEV 301.36EX CL ELEV 301.27EX CL ELEV 301.85EX ELEV 301.71EX CL ELEV 301.74EX ELEV 301.74EX CL ELEV 301.19
EX ELEV 301.26EX CL ELEV 300.45
EX ELEV 299.74EX CL ELEV 299.50
EX ELEV 296.94TOC ELEV 302.60TOC ELEV 302.89TOC ELEV 302.38TOC ELEV 301.60TOC ELEV 301.09SW ELEV 302.72SW ELEV 302.83SW ELEV 303.01SW ELEV 303.11SW ELEV 302.49SW ELEV 302.59SW ELEV 301.71SW ELEV 301.82SW ELEV 301.20SW ELEV 301.30EX ELEV 300.01
EX ELEV 298.98
EX 6.46%
5.59%
3.46%EX 5.28%
EX ELEV 300.77
EX ELEV 300.00
EX ELEV 301.50EX ELEV 300.74
EX 5.38%3.78%
3.55%EX 5.03%EX ELEV 302.05EX ELEV 301.32EX ELEV 302.00EX ELEV 301.49EX 4.01%1.63%
0.74%EX 4.06%EX ELEV 301.36EX ELEV 300.98H: 1" = 10'
V: 1" = 1'
C10.5 ROAD WIDENING CROSS SECTIONS - SHEET 3 OF 3JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
SIGNED DATE
APPROVED
Town of Garner
Engineering Department 7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.1 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.2 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.3 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.4 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS;
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
WAKE
COUNTY
NORTH CAROLINA
WAKE
COUNTY
NORTH CAROLINA
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
EFFECTIVE: 01/31/08
STANDARD BAFFLES DETAIL
CROSS SECTION
WAKE
COUNTY
NORTH CAROLINA
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
STEEL POST
STANDARD SKIMMER DETAIL
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD SKIMMER BASIN
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD SILT FENCE OUTLET
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
PLAN VIEW
SECTION 'A-A'
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08EFFECTIVE: 01/31/08
OUTLET
ZONE
INLET
ZONE
35% OF
BASIN SURFACE
AREA
1ST CELL
25% OF BASIN
SURFACE
AREA
2ND CELL
25% OF BASIN
SURFACE
AREA
15% OF
BASIN SURFACE
AREA
PLAN VIEW 7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.5 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-1
PIPE SPRINGLINE
6" MIN. /12" MAX.
WHEN NO TRENCH BOX
REQUIRED (TYPICAL)
STANDARD BEDDING DETAILS FOR
CCFRPM PIPES
6" MIN.
6" MIN.
UNDISTURBED
SOIL
CLASS I,II, OR III MATERIAL
DENSELY COMPACTED
BACKFILL, TAMPED IN 6"
LIFTS
2.5' MIN.
J.P.S 10-8-10
CLASS I
MATERIAL
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
NEW CONC. TO BE 3000 PSI
EXISTING CONC.
PAVEMENT PATCH DETAIL
STANDARD CONCRETE
S-2
UNDISTURBED SOIL
EXISTING PAVEMENT
SAW CUT AND REMOVE
2"
1'-0"1'-0"
TYP.
D.W.C.6-23-99
PIPE
BACKFILL, TAMPED
IN 6" LIFTS
TYP.
6" COMPACTED
NO. 67 STONE
SEE S-4 & S-5
RRH 3-30-00
A.B.B.4-19-04
SEALANT, AND DOWEL
BY NCDOT STANDARD SPECS.
ADHESIVE AS REQUIRED
MATERIAL, MASTIC
EXPANSION JOINT
SPECS.
& DOWEL W/ #4 BAR
ON CENTER ALONG CUT
BORE 1 1/8" DIA., 1'-0"
1'-0"
TYP.
J.P.S 10-8-10
NOTES:
1. See City of Raleigh standards for trenches and pipe bedding (
S-4 & S-5) for additional details.
2. Pavement cuts over 5'-0" in width shall be reinforced to
N.C.D.O.T. standards.
3. Pavement cuts shall be made with an appropriate saw cut
machine.
4. Pavement cuts within NCDOT ROW shall conform to the approved
on site encroachment permit.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
EXISTING ABC
EXISTING PAVEMENT
S-3
EXISTING PAVEMENT
PIPE
IN 6" LIFTS
COMPACTED FILL
REFER TO S-4
& S-5
NEW ABC 12" MIN. DEPTH
1'-0"
3" MINIMUM
NEW ASPHALT SURFACE COURSE
11-1-99D.W.C.
UNDISTURBED SOIL
RRH 3-30-00
A.B.B.4-19-04
J.P.S.10-8-10
EXISTING
SUBGRADE
NOTES:
1. IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH REQUIREMENTS SHALL
TAKE PRECEDENCE.
2. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE
SAWCUT MACHINE.
3. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
4. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO
100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH
AASHTO T-80 AS MODIFIED BY NCDOT.
5. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED.
6. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO
CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A
SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
8. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING (S-4 & S-5) FOR
ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED.
10. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
PLAN VIEW
SECTION 'A-A'
EFFECTIVE: 01/31/08
WAKE
COUNTY
NORTH CAROLINA
NOTE: MAXIMUM PENALTY
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED
BY LOCAL AUTHORITIES.
ACCESSIBLE
VAN ACCESSIBLE
SIGN R7-8D
SIGN R7-8 OR
GALV. STL. POST
FINISHED GRADE
3' DEEP CONC
"VAN ACCESSIBLE"
BOTTOM OF SIGNS
R7-8 OR R7-8A
60"
FOOTING
R7-8A
SIGN
R7-8A
RESERVED
PARKING
R7-8D
$250
MAXIMUM
PENALTY
VAN
ACCESSIBLE PARKING SIGNAGE
ALL SIGNS SHALL BE
PROVIDED AND INSTALLED IN
ACCORDANCE WITH LATEST
MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES,
NCSBC AND ADA
SPECIFICATIONS AND
REQUIREMENTS.
NOT TO SCALE 7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.6 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.ABB4-6-04MECHANICAL JOINT
RETAINER GLAND
D.H.L.6-18-083/4" THREADED
STEEL RODS
5' MIN.
STRAP DOWN
TOP OF GROUND
SIZE OF BLOCKING
WILL VARY WITH
PIPE SIZE
NO. OF RODS REQUIRED
CONCRETE THRUST BLOCK AT
ALL 45° BENDS SEE S-6 & S-7
ADD MECHANICAL JOINT
RETAINER GLANDS
THROUGHOUT ASSEMBLY.
SIZE OF 45 BEND
ROD REQUIREMENTS
STATIC THRUST IN POUNDS
GENERAL NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. RESTRAINED MECHANICAL GLANDS TO BE USED AT ALL FITTINGS.
4. MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY.
5. ALL PIPING IN VERTICAL BENDS MUST BE DUCTILE IRON.
6. PIPE SHALL BE DUCTILE IRON A MINIMUM OF ONE JOINT IN EACH DIRECTION.
7. 3' MINIMUM COVER MUST BE MAINTAINED ON ALL FORCE MAINSCITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD VERTICAL BENDDWG. NO.S-50REVISIONSDATEREVISIONSDATE5' MIN
THRUST COLLAR SEE S-6
THROUGH S-7
STRAP DOWN
J.P.S.10-19-10CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
INSIDE DROP MANHOLE
DWG. NO.
S-53
REVISIONS DATE REVISIONS DATE
MAB 11-6-13 7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.7 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.8 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
A.B.B.2-8-05
NEW CONC. TO BE
3000 PSIEXISTING
CONC.
SAW CUT AND REMOVE
EXISTING PAVEMENT
TYP
1'-0"
2" BELOW EXISTING BORE 1 1/8" DIA., 1'-0"
ON CENTER ALONG CUT &
DOWEL W/ #4 BAR
BACKFILL, TAMPED IN
6" LIFTS
6" COMPACTED NO.
67 STONE
EXPANSION JOINT MATERIAL,
MASTIC SEALANT, AND DOWEL
ADHESIVE AS REQUIRED BY
NCDOT STANDARD SPECS.
UNDISTURBED SOIL
SEE W-3
PIPE
1'-0"
TYP
1'-0"
TYP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD CONCRETE
PAVEMENT PATCH DETAIL
DWG. NO.REVISIONS DATE REVISIONS DATE
3-31-00RRHW-1
NOTES:
1. SEE CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS
2. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT
PERMIT.
3. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAW CUT
MACHINE.
4. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 5. THE FINAL 6" OF FILL
SHALL CONSIST OF ABC MATERAIL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINED
BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY
NCDOT .
A.B.B.10-29-10
MAB 10-31-13
A.B.B.4-16-04
EXISTING PAVEMENT
NEW ASPHALT SURFACE COARSE
3" MINIMUM
EXISTING PAVEMENT
NEW ABC 12" MIN. DEPTH
1'-0"EXISTING
SUBGRADE
UNDISTURBED
SOILCOMPACTED
FILL IN 6" LIFTS
PIPE
REFER TO W-3
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR
ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
DATE
3-31-00
DWG. NO.REVISIONS
RRHW-2
EXISTING ABC
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
6" OF #67 STONE WHEN
ROCK OR WATER IS
ENCOUNTERED
MINIMUM SIDE
CLEARANCE
3'-0" MIN UNDISTURBED
SOIL
BACKFILL
FINISHED GRADE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG. NO
W-3
REVISIONS DATE REVISIONS DATE
D.W.C. 9-3-99
O.D. OF PIPE6"6"
CL
3" MIN.
CLEARANCE
"X" BAR
THRUST COLLAR
3" MIN.
CLEARANCE"Y" BAR
UNDISTURBED SOIL
"C"
"B"O.D.PIPE"A""A""D"
NOTES:
1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION
SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.
THRUST COLLAR, AND THRUST SCHEDULE
REINFORCING REQUIREMENTS
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN DATA
FOR WATER MAINS
DWG. NO.
W-7
REVISIONS
RRH 1-21-00
D.H.L. 6-18-08
DATE REVISIONS DATE
5. BACKFILL TAMPED IN 6" LIFTS PER
STANDARD DETAIL W-3.
6. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND
CIRCUMFERENCE.
6" - 16"
20" - 24"
30" - 36"
48" & greater
1'-4"
1'-4"
1'-4"
1'-8"1'-9"
1'-7"
1'-7"
1'-7"2"
3"
4"
6"7/8"
5/8"
1/2"
3/8"
"D""A""B""C"I.D. PIPE
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD THRUST BLOCK INSTALLATION FOR 16" ANDLARGER VALVES AND DEAD END MAINSDWG. NO.W-8REVISIONSY.C.A.DATEREVISIONSDATE4-12-906-92D.W.C.RRH9-7-993-31-005.0'
THRUST BLOCKING AT VALVES
16" AND LARGER
10.0'10.0'
16" MAIN - 1 THRUST BLOCK
REQUIRED, ON MAINS GREATER THAN
16"- 2 THRUST BLOCKS REQUIRED.
STANDARD THRUST BLOCKVALVE
5.0'
A.B.B.
6-16-08D.H.L.
4-19-04
3/4" ALL-THREAD STEEL
ROD (CUT TO LENGTH)
GATE VALVE
ROD REQUIREMENTS
NO. OF RODS BRANCH SIZE
SEE W-10 AND W-11
FOR REACTION
BLOCKING CONCRETE
AREA.
TEE
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W-11 FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
VALVE RESTRAINT AT TEES AND CROSSES
FOR LINES (4"-24")
DWG. NO.
W-15
REVISIONS DATE
4-15-04
SEE STANDARD W-18
FOR COVER DETAILS.
FINAL
COURSE
CONCRETE
PAD
8-16-07
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
VALVE BOX INSTALLATION
AND EXTENSION DETAIL
DATEREVISIONS
DHL
DATE
9-7-99
3-31-00
REVISIONS
D.W.C.
RRH
DWG. NO.
W-17
STANDARD VALVE BOX
BOTTOM SECTION
STAB-IN C.I. OR D.I.
PIPE GASKET TAMPED
BACKFILL
WATER
MAIN
VALVE
VALVE
BOX
USE 5" SOIL PIPE
FOR EXTENSIONS
PAVEMENT
DOMESTIC
CASTING
NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL
VALVES. NO PRECAST CONCRETE DOUGHNUT
ALLOWED.
APPROVED METHOD FOR EXTENSION OF VALVE BOX
STANDARD VALVE
BOX TOP SECTION TO
BE SLIDE SECTION
16"
MINIMUM
CLEARANCE
EXISTING OR PROPOSED GRADE
WATER
MAINDWG. NO.W-19REVISIONSREVISIONS RRHDATE12-31-916-7-00PRECAST MANHOLE, SEE STANDARD DETAIL S-20
TRASH HOOD
2" AIR RELEASE VALVE
2" CURB STOP BALL VALVE
ADAPTER
2" MECHANICAL JOINT BRASS PIPE AND FITTINGS
2" TYPE "K", SOFT COPPER WITH FLARED ELBOW
CORPORATION COCK
6" DIAMETER DRAIN
GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN
PIPE CAP
2"-GATE VALVE
SEE STANDARD DETAIL W-3 TO INSURE PROPER BACKFILL.
BILL OF MATERIALS NOTE:
1. AIR VALVE TO BE P-20 WITH
VACUUM CHECK BY CRISPIN OR VAL
MATIC VM 45.
2. THE AIR RELEASE MANHOLE SHALL BE
INSTALLED IN THE SHOULDER OR AS DIRECTED BY
THE ENGINEER.
3. FOR MAINS LOCATED OUTSIDE OF
STREET RIGHT-OF-WAYS THE
MAXIMUM DISTANCE BETWEEN THE
MANHOLE AND THE VALVE BOX SHOULD
BE THREE (3) FEET.
4. MAIN SHALL BE DEEP ENOUGH TO
ACCOMODATE INSTALLATION AS SHOWN
4' DIAMETER
MANHOLEMINIMUM SLOPE + 1%
12" COMPACTED NO. 67 STONE
3' MIN.
(SEE NOTE 3)
MJ
FITTING
A.B.B4-12-04MIN. 5'
MAX. 10'
MECHANICAL
RESTRAINING
GLAND NOTES:
1) NO ROD COUPLINGS ALLOWED
6"-8"
MIN. 5'
MAX. 10'DHL8-16-07BLIND FLANGE WITH
2" THREADED PLUG
GROUND LINE OR
PAVEMENT
3000 P.S.I.CONCRETE
RODDING
LP ORPHASE LINEDETAIL W-20 TO BE
USED SEE STANDARD
MANHOLE COVER
X FLANGE PIPE:
PLAIN END
#67
STONE
3000 PSI CONCRETE
WITH 4" THICKNESS
VALVE BLOW
OFF
GALVANIZED STEEL RODS AND
BOLTS SHALL
BE 3/4" HOT DIPPED
BLOCK INFORMATION SEE
DETAILS W-7, W-8
& W-9 FOR THRUST
MAIN SIZE
16" & GREATER
6" - 12"
END PIPE SIZE
6" MIN.
APPROVED BY PUBLIC
UTILITIES DEPT.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES TEMPORARY WATER MAINBLOW OFF ASSEMBLYREVISIONSD.W.C.RRHDATE12-28-993-31-00REVISIONSDATE1
4" WEEPHOLE
CONCRETE PAD AROUND
VALVE AT FINISHED GRADE
CONCRETE
BLOCKING
6"X8'X8' CONCRETE
PAD DIRECTED TO
NATURAL DRAINAGE
AREA (SEE NOTE #3)
#67 WASH STONE
(SEE NOTE #1)
4" DIA. WATER
MAIN MARKER
TOP OF CONCRETE
MAX.
10.0'
BLIND FLANGE
WITH TWO BOLTS
A.B.B.4-13-04MIN. 2 X DIAMETER
DHL8-16-07MAIN SIZE END PIPE SIZE
6" - 12" 6" MIN.
16"+ APPROVED BY
CORPUD
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESPERMANENT WATER MAINBLOW OFF ASSEMBLYDATEREVISIONSDATE12-28-99REVISIONSD.W.C.DWG. NO.W-22 BLOW OFF VALVE
6" MIN.
FLOW
ABB4-6-04D.H.L.6/18/08CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESSTANDARD 3/4" & 1" WATER SERVICEINSTALLATIONDWG. NO.W-23REVISIONSDATEREVISIONSDATENOTES:
1. WATER METER AS MANUFACTURED BY SENSUS, OR SCHLUMBERGER.
2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN 16" LINE,
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED
EASEMENT ADJACENT TO R/W.
4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BE
USED TO ADJUST TO GRADE. COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES.
5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1-1/4" STEEL
UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR
CURB STOP OPERATION.
CONCRETE BRICK
UNDER CORPORATION
COCK FOR SUPPORT
CORPORATION COCK
MAIN BRASS CURB STOP
45
BACKFILL, TAMPED
IN 6" LIFTS
3" #67 STONE
LOCKABLE VALVE
TOP OF VALVE NEEDS
TO BE 12" BENEATH
TOP OF METER BOX LID.
SIDEWALK
ROADWAY
CURB STOP BOX
12"
SEE DETAIL W-25
FOR METER BOX
PLUG LOCK
5/8" METER DUAL CHECK VALVE
BACKFLOW PRE-
VENTION DEVICE
STANDARD 3/4"
OR 1" SERVICE
SIZE
UNDISTURBED SOIL
3' TYPE K SOFT COPPER,
CRIMP SERVICE AT END
5/8"x 12" COPPER
SETTER METER YOKE
SET BOX ON CONCRETE BLOCKS
3/4" OR 1" TYPE "K"
SOFT COPPER PIPE,
NO JOINTS OR
COUPLINGS
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 3
4" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
TRAFFIC FLANGE BETWEEN
2" - 6" ABOVE GRADE
SIDEWALK
2'-6' MIN.PAVEMENT
CURB AND GUTTER
VALVE BOX 6" GATE VALVE
CONC. THRUST
BLOCK
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
6" MIN. BRANCH PIPE
3/4" HOT DIPPED
GALVANIZED BRIDLE ROD
MAY BE COUPLED ONCE.
3'-6"5'7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.9 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
ABB 4-6-04MECHANICALJOINTRETAINERGLAND
D.H.L.6-18-08STRAPDOWNADD MECHANICAL JOINTRETAINER GLANDSTHROUGHOUT ASSEMBLY.STRAPDOWN4-15-04
SEE STANDARD W-18
FOR COVER DETAILS.
8-16-07
SECTION VIEW
PLAN VIEW BOTTOM VIEW
NOTE 1 - "WATER" LETTERING MUST BE 1" RAISED (RECESSED FLUSH)
NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.
NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.
NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.
NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD
REQUIREMENTS.
ABB 4-6-04
DHL 2/14/08
2 1/2" NATIONAL STANDARD
OUTLET THREADS
A.B.B 4-13-04
DHL 2-18-08
1 9/16" OPERATION NUT
A.B.B.4-7-04D.H.L.6/18/08NOTES:1. CONCRETE SHALL BE 3000 PSI2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OFMECHANICAL JOINT FITTINGS.3. TRENCHES SHALL CONFORM TO STANDARD DETAILW-3.4. SEE STANDARD THRUST BLOCK TABLES, W-10 THRUW-11, FOR AREA OF CONCRETE REQUIRED.5. ALL BENDS AND INTERSECTIONS SHALL HAVECONCRETE THRUST BLOCKING.CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD THRUST BLOCKING VIEWS
REVISIONS
D.W.C.
DATE
3-1-87
9-7-99
REVISIONS
RRH
D.H.L.
DATE
3-31-00
6-18-08TEE INTERSECTIONDWG. NO.
W-9THRUST BLOCKINGTHRUST BLOCKAREA90° BENDREACTION BEARING AREAS ARE IN SQUARE
FEET MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 90° TO THE
THRUST VECTOR.
USE 6" - 90 BEND VALUE FOR
HYDRANTS FOR ADDITIONAL
SAFETY FACTOR.
ALL AREAS GIVEN IN SQUARE FEET.SIZE AND DEGREE OFBENDSTATIC THRUST INPOUNDS²²² 8000 LBS/FT² DRY CLAY -ALWAYS DRY²²²²PLUG
PLUG
PLUG
PLUG
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
QUANTITY TABLE
DWG. NO REVISIONS
D.W.CW-10
DATE
6-23-99
REVISIONS DATE
ABB 4-6-04MECHANICALJOINTRETAINERGLAND
D.H.L.6-18-083/4" THREADEDSTEEL RODS5' MIN.STRAPDOWNTOP OF GROUNDNO. OF RODS REQUIREDCONCRETE THRUST BLOCK ATALL 45° BENDS SEE W-10 ANDW-11.ADD MECHANICAL JOINTRETAINER GLANDSTHROUGHOUT ASSEMBLY.SIZE OF 45 BENDROD REQUIREMENTSSTATIC THRUST IN POUNDSCITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD VERTICAL BEND
DWG. NO.
W-12
REVISIONS DATE REVISIONS DATE5' MINTHRUST COLLAR SEEW-10 THRU W-11.STRAPDOWNNOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL JOINT
FITTINGS.
2. SEE STANDARD REACTION BLOCK
TABLES, W-10 AND W-11 FOR AREA OF
CONCRETE REQUIRED.
SIDE VIEW
TAPPING SLEEVE
M.J. FITTING
VALVE
FLANGE
EXISTING
MAIN
3000 PSI SOLID CONCRETE SHALL BE
USED AS FOOTING FOR DUCTILE IRON
PIPE.
GATE / TAPPING VALVE
TOP VIEW
DWG. NO.
W-14
4" - 24" STANDARD TAPPING SLEEVE AND
VALVE ASSEMBLY
4-15-04
SEE STANDARD W-18
FOR COVER DETAILS.
FINAL
COURSE
CONCRETE
PAD
8-16-07
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
VALVE BOX INSTALLATION
AND EXTENSION DETAIL
DATEREVISIONS
DHL
DATE
9-7-99
3-31-00
REVISIONS
D.W.C.
RRH
DWG. NO.
W-17
STANDARD VALVE BOX
BOTTOM SECTION
STAB-IN C.I. OR D.I.
PIPE GASKET TAMPED
BACKFILL
WATER
MAIN
VALVE
VALVE
BOX
USE 5" SOIL PIPE
FOR EXTENSIONS
PAVEMENT
DOMESTIC
CASTING
NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL
VALVES. NO PRECAST CONCRETE DOUGHNUT
ALLOWED.
APPROVED METHOD FOR EXTENSION OF VALVE BOX
STANDARD VALVE
BOX TOP SECTION TO
BE SLIDE SECTION
SECTION VIEW
PLAN VIEW BOTTOM VIEW
NOTE 1 - "WATER" LETTERING MUST BE 1" RAISED (RECESSED FLUSH)
NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.
NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.
NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.
NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD
REQUIREMENTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
5 1/4" VALVE BOX DROP LID
WITH 4" SKIRT
DWG. NO.
W-18
ABB 4-6-04
DHL 2/14/08
RESTRAINING
GLANDS
RESTRAINING GLANDS
PAP 2/17/09
UNDISTURBED EARTH.
7 CU. FT. CRUSHED
STONE MIN.
1'-3"x 1'-3"x 4" THICK
MAIN
6" MIN. BRANCH PIPE
1'- 0"
6" GATE VALVE
CONC. THRUST
BLOCK
VALVE BOX
2'-6' MIN.SIDEWALK CURB AND GUTTER
PAVEMENT
TRAFFIC FLANGE BETWEEN 2" - 6"
ABOVE GRADE
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
TOWARDS FIRE TRUCK ACCESS.
PROPERTY
LINE
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD FIRE HYDRANT
INSTALLATION DETAIL
DWG. NO REVISIONS DATE REVISIONS DATE
W-4
MINIMUM 36" HORIZONTAL CLEARANCE
FROM ANY OBJECT.
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 3
4" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE.
2 1/2" NATIONAL STANDARD
OUTLET THREADS
A.B.B 4-13-04
DHL 2-18-08
1 9/16" OPERATION NUT
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
HYDRANT OPERATING NUT AND 2
1/2" OUTLET THREADS
REVISIONS
RRH
REVISIONS DATE
A.B.B.4-7-04D.H.L.6/18/08BACKFLOW PREVENTION
SHALL BE DETERMINED
BY OCCUPANCY &
APPROVED BACKFLOW
LIST.CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIESONE OR TWO FAMILY DWELLINGS BACKFLOWPREVENTION/ METER ASSEMBLY INSTALLATIONDATEREVISIONSDATE12-31-91REVISIONSY.C.A.DWG. NO.W-24TOP OF VALVE NEEDS
TO BE 12" BENEATH TOP
OF METER BOX LID.
STANDARD METER BOX
THE BACKFLOW PREVENTER LOCATION IS
DEPENDENT ON THE TYPE DEVICE
PROPOSED FOR USE AS FOLLOWS:
ONE OR TWO FAMILY RESIDENTIAL
DEVICE LOCATION
"A"FORD ANGLE CHECK
OR OTHER APPROVED
DUAL CHECK VALVES
"A"
DEVICE LOCATION
COMMERCIAL
SET BOX ON
CONCRETE BLOCKS
STANDARD 3/4" OR
1'SERVICE SIZE
#67 STONE
THREADED BRASS
PLUG
NOTES:
1. COVER WEIGHT: 13 LBS +/- 5%
2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
SECTION C-C
1.8" O PRE-DRILLED HOLE
SECTION A-A
WATER METER BOX DETAIL
DWG. NO.
W-25
SECTION B-B
18" MIN.
32" MIN.
2"-6"
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL & ZEBULON
GROUND LINE
STANDARD FIRE HYDRANT WITH 5"
STORZ PUMPER NOZZL
REVISIONS DATE REVISIONS DATE
MAB
NOTES:
1. ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWNS OF GARNER,
ROLESVILLE, WAKE FOREST, KNIGHTDALE, WENDELL AND ZEBULON SHALL BE PAINTED CHROME YELLOW
WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS.
2. ALL PRIVATE FIRE HYDRANTS SHALL BE RED.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
SCM and Grave
Fence Detail 7ns.com05/11/2020
MVZ7s.com
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
N/A
C11.10 NOTES & DETAILSSIGNED DATE
APPROVED
Town of Garner
Engineering Department
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF
GARNER AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.7ns.com05/11/2020
MVZ7s.com
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SUTTON SPR
INGS
DRMATCHLINE C12.3MATCHLINE C12.4MATCHLINE C12.2MATCHLINE C12.3MATCHLINE C12.1MATCHLINE C12.2243246241242243244258
273276253
25
3
233
233
233233236243243246
241242258
276
277276
1" = 200'
0
SCALE 1"=200'
400'200'
NAD 83
C12.0 EROSION & SEDIMENT CONTOL STAGE 1ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SKIMMER BASIN 1
SKIMMER BASIN 4
SKIMMER BASIN 3 SKIMMER BASIN 2
SKIMMER BASIN 5
SKIMMER BASIN 6
SKIMMER BASIN 7
PHASE 1
PHASE 2
SANITARY SEWER
OUTFALL
SEE NOTE 5
SUPER SILT FENCE
PHASE 1 DISTURBED AREA = 72.33 ACRES
PHASE 2 DISTURBED AREA = 62.93 ACRES
TOTAL DISTURBED AREA = 135.26 ACRES
POTENTIAL TREE
SAVE AREA
STOCKPILE MAINTENANCE PLAN
1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED
AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT
THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
2.IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST
NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE.
3.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING
AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
4.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE (WHERE PRACTICAL).STREAM CROSSING CONSTRUCTION SEQUENCE
1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT, ANDREW LAKE AT (919)
594-0895. PRIOR TO BEGINNING CONSTRUCTION. OBTAIN A LAND-DISTURBING PERMIT.
2.CONTRACTOR WILL ATTEMPT TO COORDINATE CONSTRUCTION DURING A TWO WEEK TIMEFRAME OF DRY WEATHER.
3.SANDBAG DIKE WILL BE CONSTRUCTED ON THE UPSTREAM END WITH A PUMP AROUND USED AS NECESSARY.
4.DE-WATER WORK AREA UTILIZING A FILTER BAG.
5.WHEN PUMP AROUND IS IN USE, THE HOSE WILL CONTAINED IN THE CULVERT TO AVOID CROSSING THE ROAD. AT THE
END OF EACH WORKING DAY, SITE WILL BE CLEARED OF MEASURES TO ALLOW STREAM WATER TO FLOW NATURALLY.
6.BEGIN CLEARING AND GRUBBING, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH
TO A MINIMUM.
7.INSTALL CULVERTS/HEADWALL AND BACKFILL PROPERLY.
8.INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9.STABILIZE ALL DISTURBED AREAS BEFORE REMOVING SANDBAG DIKE UPSTREAM. WHEN CULVERT EXTENSIONS ARE
COMPLETE AND AREAS ARE STABILIZED COMPLETELY, CALL ANDREW LAKE AT [phone] FOR AN INSPECTION BY
THE ENVIRONMENTAL CONSULTANT.
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS NONE
SLOPES STEEPER
THAN 3:1
7 DAYS IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B)
GROUND STABILIZATION
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE
AREA IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING
BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND
ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
BASIN REMOVAL SEQUENCE
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM THE LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
NCDENR SELF-INSPECTION PROGRAM
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
CITY OF RALEIGH
GENERAL NOTES
MAINTENANCE PLAN
1.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT
SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION
CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
2.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25’
FROM ADJACENT PROPERTY LINES.
3.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT
STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
4.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
6.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
7.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE
SHALL BE DIVERTED TO AN APPROVED BMP.
8.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
WAKE COUNTY UDO AND STATE REGULATIONS. ALL SPOIL AREAS
OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT
CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE
COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL.
FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE
PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION
14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
STOCKPILE DESIGN CRITERIA
1.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL
CONSULTANT ANDREW LAKE AT [phone] TO OBTAIN LAND-DISTURBING PERMIT.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES,
TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS
AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION.
3.CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ANDREW LAKE AT [phone] FOR AN
ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT
CONSTRUCTION.
5.INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED
PLAN.
6.STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED
AREAS PER GROUND STABILIZATION TABLE.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ANDREW
LAKE AT [phone] FOR AN INSPECTION.
8.WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT
STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK.
9.REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT
EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS.
10.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT [phone] FOR A
FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF
COMPLETION.
CONSTRUCTION SEQUENCE
1.THE GRADING CONTRACTOR SHALL COMPLY WITH
ALL STATE AND LOCAL CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE.
2.THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH
RAINFALL EVENT OR AS DIRECTED BY LOCAL
AUTHORITIES OR THE ENGINEER.
3.THE GRADING CONTRACTOR SHALL BE
RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY TRACKED SOIL FROM ALL
ADJACENT ROADWAYS THAT ARE IMPACTED BY
CONSTRUCTION TRAFFIC.
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
2.REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3.REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN
A BARRIER.
4.ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE GROWTH.
5.MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF
CONSTRUCTION.
PLEASE CONTACT TOWN OF GARNER ENGINEERING INSPECTOR
AT 919-773-4458 TO SCHEDULE A PRE-CONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
ATTENTION CONTRACTORS
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
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LODLODLODLODLOD LODL
O
D
LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LO
D
LODLODLODL
O
D
LOD
LODLODLODLODLOD LODLODLOD
LOD
LODLODLOD LODLOD
LO
D
LODLOD
LODLOD
LO
D
LODLODLOD NEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DRMATCHLINE C12.1
MATCHLINE C12.2
28
0
28029029028
0
290
290270
2
7
0
270 2702802
9
0 3002502552552552552
6
5
27
0
275
2
7
5
275
2
8
0
2
8
0
2
9
0 29029
0
290
30024024
024024
0
2
5
0 260270
270270270280
280280
280280280290290258273
276
2582
7
6
2
7
7
276
SKIMMER BASIN 1
SKIMMER BASIN 2
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
GRAVE SITE
SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
BAFFLES
SKIMMER
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SUPER SILT FENCE
SUPER SILT FENCE
SUPER SILT FENCE
STOCKPILE AREA
DIVERSION 1A
DIVERSION 1B
DIVERSION 2A
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
DIVERSION 4B
STOCKPILE AREA
CONNECT TO GUNDERSON
LANE IN STAGE 2
SCM 2 RISER W/
RCP OUTLET
SCM 1 RISER W/
RCP OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
0
SCALE 1"=60'
120'60'NAD 83C12.1 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 1 OF 41"=60'
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
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TP
TP
TPTPTPTPTPTPTP
TPTPTPTPTPTPTPTPTP
TP
TP TP TP
TPTPLODLODLOD
LODLODLOD
LOD LODLOD LODLODLODLODLODLODL
O
D LODLODLODLODLODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D LODLOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD LOD
LOD
LOD
LOD LODL
O
D
LODLOD
LODLOD
LOD
MATCHLINE C12.2
MATCHLINE C12.3
MATCHLINE C12.1
MATCHLINE C12.2
260260270270280280
28025025026026027
0 270270280280
250250260260260 260260270230 230240240240 250 260 270 280 280240
245
235
240
245
245
245
250
255
250
260
270280
260270270270270
240250
243 246
241242243244
243
243246245245241242
SKIMMER BASIN 3
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
STOCKPILE AREA
SKIMMER BASIN 4
BAFFLES
SKIMMER
SUPER SILT FENCE
BAFFLES
SKIMMER
DIVERSION 3C
DIVERSION 3A
DIVERSION 4A
DIVERSION 4B
DIVERSION 5A
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF
DISTURBANCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
STOCKPILE AREA
STOCKPILE AREA
POTENTIAL TREE
SAVE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
SCM 3 RISER W/
RCP OUTLET
SCM 4 RISER W/
RCP OUTLET
0
SCALE 1"=60'
120'60'NAD 83C12.2 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 2 OF 41"=60'
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
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LOD
LOD
L
O
D
LOD
LODLODLOD
LODLODLOD
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLOD
LODLOD
LOD
L
O
D
LODLOD
LOD LODLODLOD
LOD
LOD
LOD LODLODLODLO
D
LO
D
L
O
D
LODLODLODLO
D
L
O
D
L
O
D
LOD LOD
LOD LODLODMATCHLINE C12.3
MATCHLINE C12.4
MATCHLINE C12.2
MATCHLINE C12.3
220230 240250
2602702702802802
8
0280 2802
8
0
210210210220230240250260 2702
7
0270
2
1
0210 2102
2
0
2
3
0
2
4
0 25026
0 270250
250
255
25
5
260
26
0
26
5
265
270253253 SKIMMER BASIN 5
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
DIVERSION 5A
DIVERSION 5B
DIVERSION 6A
LIMITS OF DISTURBANCE
SILT FENCE
DIVERSION 6A
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
0
SCALE 1"=60'
120'60'NAD 83C12.3 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 3 OF 41"=60'
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
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LOD LODLODLODLO
D
LODLODLOD
LOD
L
O
D
LODL
O
D
LOD
LODLODLODLOD
LOD
LOD
LODLODLODLOD
L
O
D
LOD
LO
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD
LO
D
LOD
LO
DLODLOD
LOD
LOD
LOD
LOD
LODLODLODLODLOD
L
O
DLODMATCHLINE C12.3
MATCHLINE C12.4
2102
1
0
2
1
0210 2
2
0 2302402502602102102102
2
0
2
3
0 2402502502
1
0210
210 21021
0
2
1
02102
1
0 210220220220 230240240210 2202302
3
0
230
23
0
225
230
235
235225230230230233233 233
233
236
235
240
245
250
230
235
240
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SKIMMER BASIN 7
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE SUPER SILT FENCE
SUPER SILT
FENCE
SUPER SILT FENCE
SUPER SILT FENCE
SKIMMER BASIN 6
BAFFLES
SKIMMER
DIVERSION 6A
DIVERSION 7A
SUPER SILT FENCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
DIVERSION 7B
DIVERSION 6B
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C12.4 EROSION & SEDIMENT CONTROL STAGE 1 - SHEET 4 OF 4SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
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BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
T
A

D
R
OREGON TRLSWIFT

C
R
E
E
K
SWIFT CREEK
8'' SANFMFMFM
FM
FM
FMFMFM
FM
FM
FM
F
M
FM FMFM
FM
FM
FM
FMFMFMFMFMFMFMNEW
B
E
T
H
E
L

C
H
U
R
C
H
R
O
A
D
NCSR
2
7
0
3
6
0'
R/
W
SUTTON SPR
INGS
DR
ROAD

B ROAD DLECLAIRE CIRCLE55' R
O
W
,

2
9
'

B
/
B
ROAD

B
55' R
O
W
,

2
9
'

B
/
B
55' ROW, 29' B/BROAD

C
55' R
O
W
,

2
9
'

B
/
B 55' ROW, 29' B/BROAD

D
55' R
O
W
,

2
9
'

B
/
B
ROAD E55' ROW, 29' B/BLAPORTE PATH55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD G55' ROW, 29' B/BROAD H55' ROW, 29' B/BROAD F55' ROW, 29' B/BROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
55' R
O
W
,

2
9
'

B
/
B
ROAD B60' ROW, 32' B/BROAD B60' ROW, 32' B/BROAD J55' ROW, 29' B/BROAD K55' ROW, 29' B/BROAD L55' ROW, 29' B/BROAD

I
55' R
O
W
,

2
9
'

B
/
B
ROAD

M
55' R
O
W
,

2
9
'

B
/
B
ROAD

A
60' R
O
W
,

3
2
'

B
/
B
ROAD A
80
'
ROW
,
55
'
B
/BROAD O55' ROW, 29' B/BROAD P60' ROW, 32' B/BROAD P55' ROW, 29' B/BROAD Q55' ROW, 29' B/BROAD P55' ROW, 29' B/BROAD

P
55' R
O
W
,

2
9
'

B
/
B
ROAD

N
55' R
O
W
,

2
9
'

B
/
B
RO
A
D

N
5
5
'

ROW
,

2
9
'

B
/
B
40' x 63'
30' x 66
30' x 66'
30' x 66'
30' x 66'
40' x 63'
50' x 56'
50' x 56'
30' x 66'
50' x 70'
40' x60'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
30' x 66
30' x 66
30' x 66
30' x 66
X
X
X381(A)
382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
440(A)
437(A)
438(A)
439(A)
441(A)
436(A)410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)425(A)
424(A)
428(A)427(A)
429(A)
419(A)420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
471(A)
468(A)
469(A)
470(A)
467(A)
528(A)529(A)
530(A)531(A)
532(A)
527(A)
521(A)
520(A)519(A)
518(A)517(A)
516(A)
508(A)
507(A)506(A)
505(A)
510(A)
509(A)
479(A)478(A)483(A)482(A)
481(A)480(A)
476(A)
475(A)474(A)
473(A)472(A)
477(A)
489(A)488(A)
487(A)486(A)
485(A)484(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)432(A)
431(A)430(A)
435(A)434(A)370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
493(A)492(A)
491(A)
490(A)
494(A)
526(A)
525(A)524(A)
523(A)522(A)
512(A)511(A)
515(A)
514(A)513(A)
499(A)
498(A)497(A)
496(A)
495(A)
503(A)502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)
446(A)
451(A)
450(A)
449(A)
448(A)
447(A)
455(A)
453(A)
454(A)
456(A)
452(A)
460(A)
459(A)458(A)
457(A)
461(A)
466(A)
465(A)
464(A)
463(A)
462(A)
254(B)
272(B)
253(B)
262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)
293(B)
291(B)
275(B)
292(B)
274(B)
320(B)
312(B)305(B)
297(B)
319(B)
311(B)
304(B)
296(B)
318(B)
310(B)
303(B)
295(B)
317(B)
309(B)
302(B)
294(B)
316(B)
308(B)
301(B)
315(B)
300(B)
322(B)
314(B)
307(B)
299(B)
321(B)
313(B)
306(B)
298(B)
224(B)
208(B)
223(B)
207(B)
222(B)
206(B)205(B)
220(B)
204(B)
227(B)
219(B)
211(B)
203(B)
226(B)
218(B)
210(B)
233(B)
217(B)
232(B)
216(B)
200(B)
231(B)
215(B)
199(B)
230(B)
214(B)
198(B)
229(B)
213(B)
197(B)
228(B)
212(B)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
359(B)
243(B)
239(B)
240(B)
241(B)
242(B)
245(B)
264(B)263(B)
261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)
273(B)
271(B)
349(B)348(B)347(B)346(B)345(B)344(B)343(B)342(B)341(B)340(B)339(B)338(B)337(B)350(B)
351(B)
352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
279(B)
258(B)
329(B)
244(B)
336(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
323(B)324(B)325(B)326(B)327(B)328(B)
333(B)
330(B)331(B)332(B)
335(B)334(B)
252(B)
251(B)
250(B)
249(B)
248(B)
247(B)
246(B)
225(B)
209(B)
49(B)
357(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)32(B)33(B)34(B)35(B)
39(B)
51(B)
52(B)
55(B)54(B)53(B)
57(B)56(B)
29(B)
83(C)
238(C)
237(C)
236(C)
235(C)
187(C)
163(C)
234(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
89(C)
88(C)
75(C)
77(C)
78(C)
135(C)
143(C)
151(C)
136(C)
144(C)
152(C)
137(C)
145(C)
153(C)
130(C)
138(C)
146(C)
154(C)
131(C)
139(C)
147(C)
155(C)
132(C)
140(C)
148(C)
156(C)
133(C)
141(C)
149(C)
134(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
79(C)
161(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
504(A)
179(C)
1(B)
202(B)
201(B)
195(B)196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
XX
XX XX
DRYDETENTIONPOND 5DRYDETENTIONPOND 6XXX XXXXXXXX
30' x 66'
30' x 66'
30' x 66'
30' x 66'XXXXXXXXXXTPTP TPTPTPTPTPLODLO
D
LOD
L
O
D
LOD LODLODLO
D
LODL
O
D
LOD
LOD
L
O
D
LODLOD
LOD
LODLO
D
LO
D LOD
LODLOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LO
D
LODLO
DLODLODLOD LODLOD LODLODLOD
LOD LODLODLODLOD
LODLODLOD
LOD
LODLO
D
LODLODLO
DLODLODLODLODLODLO
D
LODLODLODMATCHLINE C12.8MATCHLINE C12.9MATCHLINE C12.7MATCHLINE C12.8MATCHLINE C12.6MATCHLINE C12.71" = 200'
C12.5 EROSION & SEDIMENT CONTROL STAGE 2SKIMMER BASIN 1
SKIMMER BASIN 4
SKIMMER BASIN 3
SKIMMER BASIN 2
SKIMMER BASIN 5
SKIMMER BASIN 7
SANITARY SEWER
OUTFALL
SEE NOTE 5
0
SCALE 1"=200'
400'200'
NAD 83
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
PHASE 1 DISTURBED AREA = 72.33 ACRES
PHASE 2 DISTURBED AREA = 62.93 ACRES
TOTAL DISTURBED AREA = 135.26 ACRES
STOCKPILE MAINTENANCE PLAN
1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED
AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT
THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
2.IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST
NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE.
3.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING
AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
4.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE (WHERE PRACTICAL).STREAM CROSSING CONSTRUCTION SEQUENCE
1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT, ANDREW LAKE AT (919)
594-0895. PRIOR TO BEGINNING CONSTRUCTION. OBTAIN A LAND-DISTURBING PERMIT.
2.CONTRACTOR WILL ATTEMPT TO COORDINATE CONSTRUCTION DURING A TWO WEEK TIMEFRAME OF DRY WEATHER.
3.SANDBAG DIKE WILL BE CONSTRUCTED ON THE UPSTREAM END WITH A PUMP AROUND USED AS NECESSARY.
4.DE-WATER WORK AREA UTILIZING A FILTER BAG.
5.WHEN PUMP AROUND IS IN USE, THE HOSE WILL CONTAINED IN THE CULVERT TO AVOID CROSSING THE ROAD. AT THE
END OF EACH WORKING DAY, SITE WILL BE CLEARED OF MEASURES TO ALLOW STREAM WATER TO FLOW NATURALLY.
6.BEGIN CLEARING AND GRUBBING, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH
TO A MINIMUM.
7.INSTALL CULVERTS/HEADWALL AND BACKFILL PROPERLY.
8.INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9.STABILIZE ALL DISTURBED AREAS BEFORE REMOVING SANDBAG DIKE UPSTREAM. WHEN CULVERT EXTENSIONS ARE
COMPLETE AND AREAS ARE STABILIZED COMPLETELY, CALL ANDREW LAKE AT [phone] FOR AN INSPECTION BY
THE ENVIRONMENTAL CONSULTANT.
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS NONE
SLOPES STEEPER
THAN 3:1
7 DAYS IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B)
GROUND STABILIZATION
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE
AREA IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING
BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND
ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
BASIN REMOVAL SEQUENCE
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM THE LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
NCDENR SELF-INSPECTION PROGRAM
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
CITY OF RALEIGH
GENERAL NOTES
MAINTENANCE PLAN
1.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT
SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION
CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
2.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25’
FROM ADJACENT PROPERTY LINES.
3.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT
STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
4.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
6.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
7.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE
SHALL BE DIVERTED TO AN APPROVED BMP.
8.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
WAKE COUNTY UDO AND STATE REGULATIONS. ALL SPOIL AREAS
OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT
CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE
COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL.
FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE
PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION
14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
STOCKPILE DESIGN CRITERIA
1.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL
CONSULTANT ANDREW LAKE AT [phone] TO OBTAIN LAND-DISTURBING PERMIT.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES,
TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS
AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION.
3.CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ANDREW LAKE AT [phone] FOR AN
ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT
CONSTRUCTION.
5.INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED
PLAN.
6.STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED
AREAS PER GROUND STABILIZATION TABLE.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ANDREW
LAKE AT [phone] FOR AN INSPECTION.
8.WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT
STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK.
9.REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT
EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS.
10.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT [phone] FOR A
FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF
COMPLETION.
CONSTRUCTION SEQUENCE
1.THE GRADING CONTRACTOR SHALL COMPLY WITH
ALL STATE AND LOCAL CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE.
2.THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH
RAINFALL EVENT OR AS DIRECTED BY LOCAL
AUTHORITIES OR THE ENGINEER.
3.THE GRADING CONTRACTOR SHALL BE
RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY TRACKED SOIL FROM ALL
ADJACENT ROADWAYS THAT ARE IMPACTED BY
CONSTRUCTION TRAFFIC.
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
2.REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3.REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN
A BARRIER.
4.ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE GROWTH.
5.MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF
CONSTRUCTION.
PLEASE CONTACT TOWN OF GARNER ENGINEERING INSPECTOR
AT 919-773-4458 TO SCHEDULE A PRE-CONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
ATTENTION CONTRACTORS
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
7ns.com05/11/2020
MVZ7s.com
OREGON TRL
FMFMFMFM
FM
FM
FM
FM
FM
F
M
F
MFM FMFMFMNEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DRROAD L
55' ROW, 29' B/B ROAD M55' ROW, 29' B/BROAD A80' ROW, 55' B/B
R
O
A
D

O
55'

R
O
W
,

2
9
'

B
/
B
R
O
A
D

P
60
'

R
O
W
,

3
2
'

B
/
BROAD P55' ROW
,
29
'
B
/B
ROAD Q
55' ROW
,

2
9
'

B
/
B
ROAD P
55' ROW
,

2
9'

B
/
B
ROAD P55' ROW, 29' B/BROAD N55' ROW, 29' B/B30' x 66
30' x 66'
30' x 66'30' x 66'
50' x 70'
XXX
471(A)
468(A)
469(A)
470(A)
467(A)
508(A)
507(A)
506(A)
505(A)
510(A)
509(A)
479(A)
478(A)
483(A)
482(A)
481(A)
480(A)
476(A)
475(A)
474(A)
473(A)
472(A)
477(A)
489(A)
488(A)
487(A)
486(A)
485(A)
484(A)493(A)
492(A)
491(A)
490(A)494(A)
511(A)
499(A)
498(A)
497(A)
496(A)
495(A)
503(A)
502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
460(A)
459(A)
458(A)
457(A)461(A)466(A)
465(A)
464(A)
463(A)
462(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
101(C)
102(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
504(A)
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66
30' x 66
30' x 66
30' x 66
XX
XX
XXXX X
X
1(B)
98(B)
99(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
120(B)
118(B)
30' x 66'
30' x 66'
30' x 66'
30' x 66'XX
X
X
X
X
XX X
X
X
X
X X XXLODLODLODLODLOD LODL
O
D
LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
L
O
D
L
O
D
LO
D
LO
D
LODLODLODL
O
D
LOD
LODLODLODLODLOD LODLODLOD
LOD
LODLODLOD LODLOD
LO
D
LODLOD
LODLOD
LO
D
LODLODLOD
MATCHLINE C12.6
MATCHLINE C12.7
255
260
265
270
275
280
285
290
290290290290290
29
0 290290290290
290295295275275280280
285 285290290295260
265
265
265
270
270
270
270
275
275280280280280
28
5
28
5
285290290290290295295
275 2802852852
8
5
28528528
5290 29029029
0
270
275
275
280
280
280
280
285
285
285
285255260265270270270275280
270270270270275275280265250250250255 25525526025025526026528
0285280
285
290
2
7
5
2802
8
5
290
295
SKIMMER BASIN 1
SKIMMER BASIN 2
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
GRAVE SITE
SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
BAFFLES
SKIMMER
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SUPER SILT FENCE
SUPER SILT FENCE
SUPER SILT FENCE
STOCKPILE AREA
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
STOCKPILE AREA
CONNECT TO
UNDERSON LANE
SCM 2 RISER W/
RCP OUTLET
SCM 1 RISER W/
RCP OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
0
SCALE 1"=60'
120'60'NAD 83C12.6 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 1 OF 41"=60'
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
7ns.com05/11/2020
MVZ7s.com
FMFM
ROAD F
55' ROW, 29' B/B ROAD B60' ROW, 32' B/BROAD B
60' ROW, 32' B/B
ROAD B
60' ROW, 32' B/B
ROAD J
55' ROW, 29' B/B
ROAD K
55' ROW, 29' B/B
ROAD I55' ROW, 29' B/BROAD A60' ROW, 32' B/BROAD N55' ROW, 29' B/B40' x 63'
50' x 56'
50' x 56'
50' x 70'
381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
440(A)
437(A)
438(A)
439(A)441(A)
436(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)
425(A)
424(A)428(A)
427(A)429(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
521(A)
520(A)
519(A)
518(A)
517(A)
516(A)
510(A)
473(A)
472(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)
432(A)
431(A)
430(A)
435(A)
434(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
512(A)
511(A)
515(A)
514(A)
513(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
224(B)
223(B)
222(B)
227(B)
226(B)
233(B)232(B)231(B)230(B)
229(B)
228(B)
243(B)239(B)240(B)241(B)242(B)244(B)
225(B)
238(C)
237(C)
236(C)
235(C)
234(C)
103(C)
104(C)
105(C)
106(C)
107(C)
108(C)
101(C)
109(C)
102(C)
110(C)
135(C)
136(C)
137(C)
130(C)
138(C)
131(C)
139(C)
132(C)
140(C)
133(C)
141(C)
134(C)
142(C)
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
126(B)
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
X
XXX X
X
X X X X
X
XTP
TP
TPTPTPTPTPTPTP
TPTPTPTPTPTPTPTPTP
TP
TP TP TP
TPTPLODLODLOD
LODLODLOD
LOD LODLOD LODLODLODLODLODLODL
O
D LODLODLODLODLODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D LODLOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD LOD
LOD
LOD
LOD LODL
O
D
LODLOD
LODLOD
LOD
MATCHLINE C12.7
MATCHLINE C12.8
MATCHLINE C12.6
MATCHLINE C12.7
265265
265
270
275
280
28
0
28
0
260
260
265
265
270
270270
270
275
27
5
28
0285285275270275
270
270
270
270 270270270
275275275275255255260
260265265270 270250255260265270270
235235240
240
240
245
250
255
270
275
280
265270275265265265270
270270
270245250255260245
250
255
260
265
230
235
235
235
240
240
240
245
250
255
250
255
260 2652702752802
6
5
2
7
0260265270
SKIMMER BASIN 3
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
STOCKPILE AREA
SKIMMER BASIN 4
BAFFLES
SKIMMER
SUPER SILT FENCE
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF
DISTURBANCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
STOCKPILE AREA
POTENTIAL TREE
SAVE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
SCM 3 RISER W/
RCP OUTLET
SCM 4 RISER W/
RCP OUTLET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
0
SCALE 1"=60'
120'60'NAD 83C12.7 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 2 OF 41"=60'
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
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LECLAIRE CIRCLE
55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD E
55' ROW, 29' B/B
LAPORTE PATH
55' ROW, 29' B/B
ROAD D
55' ROW, 29' B/B
ROAD G
55' ROW, 29' B/B
ROAD H
55' ROW, 29' B/B
ROAD B60' ROW, 32' B/BROAD B60' ROW, 32' B/BROAD B55' ROW, 29' B/B30' x 66'
40' x60'
254(B)
272(B)
253(B)262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)293(B)291(B)
275(B)
292(B)
274(B)
320(B)312(B)
305(B)297(B)
319(B)311(B)
304(B)296(B)
318(B)310(B)
303(B)295(B)
317(B)309(B)
302(B)294(B)
316(B)308(B)
301(B)
315(B)
300(B)
322(B)314(B)
307(B)299(B)
321(B)313(B)
306(B)298(B)
208(B)
223(B)
207(B)
222(B)
206(B)
205(B)
220(B)
204(B)
219(B)
211(B)
203(B)
218(B)
210(B)
217(B)
216(B)
215(B)
214(B)213(B)
212(B)
359(B)
245(B)
264(B)
263(B)261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)273(B)271(B)
349(B)
348(B)
347(B)
346(B)
350(B)351(B)352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
279(B)
258(B)
323(B)
324(B)
325(B)
252(B)251(B)250(B)249(B)248(B)247(B)246(B)
209(B)
357(B)
143(C)
151(C)
144(C)
152(C)
145(C)
153(C)
146(C)
154(C)
147(C)
155(C)
148(C)
156(C)
141(C)
149(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
30' x 66'30' x 66'30' x 66'30' x 66'30' x 66'
202(B)XXXXXX
X
X
X XXXXXXX
X
XXDRY
DETENT
I
O
N
POND 5
LOD
LOD
L
O
D
LOD
LODLODLOD
LODLODLOD
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLOD
LODLOD
LOD
L
O
D
LODLOD
LOD LODLODLOD
LOD
LOD
LOD LODLODLODLO
D
LO
D
L
O
D
LODLODLODLO
D
L
O
D
L
O
D
LOD LOD
LOD LODLODMATCHLINE C12.8
MATCHLINE C12.9
MATCHLINE C12.7
MATCHLINE C12.8
275
275
280
270
275
255
260
265270
270245
245250250255245
245250
2502
5
5
255260260265265270270220
225
230
235
240
245
250
2
5
5 260265
265245250255260265245245250250
240240
245250225230235240265
265 270270265265270270275280265270275280260250255260
SKIMMER BASIN 5
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SILT FENCE
SUPER SILT FENCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
0
SCALE 1"=60'
120'60'NAD 83C12.8 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 3 OF 41"=60'
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
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SWIFT CREEKSWIFT CREEKFMFMFMFMFM
FM
FM
FM
ROAD BROAD D
LECLAIRE CIRCLE
55' ROW, 29' B/BROAD B55' ROW, 29' B/B55' ROW, 29' B/B
ROAD C55' ROW, 29' B/B55' ROW, 29' B/BROAD D55' ROW, 29' B ROAD B55' ROW, 29' B/B40' x 63'
200(B)199(B)198(B)197(B)
359(B)
347(B)
346(B)
345(B)
344(B)
343(B)
342(B)
341(B)
340(B)
339(B)
338(B)
337(B)
360(B)361(B)362(B)363(B)364(B)
329(B)
336(B)
325(B)
326(B)
327(B)
328(B)
333(B)
330(B)
331(B)
332(B)
335(B)
334(B)
187(C)
163(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
161(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
179(C)
201(B)
195(B)
196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)
DRY
DETENT
I
O
N
POND 6
XXXX X
X
XXXX
X
X
LOD LODLODLODLO
D
LODLODLOD
LOD
L
O
D
LODL
O
D
LOD
LODLODLODLOD
LOD
LOD
LODLODLODLOD
L
O
D
LOD
LO
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLO
DLODLOD LOD
LO
D
LOD
LO
DLODLOD
LOD
LOD
LOD
LOD
LODLODLODLODLOD
L
O
DLODMATCHLINE C12.8
MATCHLINE C12.9
235 235
240
245
250
255
260
240
245
245
245
250
245
245250
250
255
255
260
265245250220
225
230
235
240
220220220225230235240230235240230
235
240
24
5
2152
2
0 22523023522
5
2
3
0
2
3
5
240
24
5 250255260LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SKIMMER BASIN 7
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE SUPER SILT FENCE
SUPER SILT
FENCE
SUPER SILT FENCE
SUPER SILT FENCE
SUPER SILT FENCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C12.9 EROSION & SEDIMENT CONTROL STAGE 2 - SHEET 4 OF 4LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
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JFC
331FOR RE
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N/A
C12.10 EROSION & SEDIMENT CONTROL NOTES & DETAILSALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MIL
PLASTIC
LINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"6"
2'
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MIL
PLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT
CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN10'
MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
TEMPORARY PUMP AROUND
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
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C12.11 EROSION & SEDIMENT CONTROL NOTES & DETAILSN/A
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165205/08/2020
MAGNOLIA PARK - PHASE 1GARNER, NORTH CAROLINA41300
331
JFC
331FOR RE
VIE
W
ONL
Y
7ns.com05/11/2020
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