20190812 Ver 1_CDs - Oak Park Phases 2 & 4 - 2019-10-10_20191031

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SITE DATA
PROJECT: OAK PARK SUBDIVISION - PHASES 2 & 4
ENGINEER: KEITH ROBERTS, PE
TIMMONS GROUP
5410 TRINITY ROAD; SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX [phone]
EMAIL: [e-mail]
DEVELOPER: OAK PARK DEVELOPERS, LLC
DOUGLAS BALL
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27259
PHONE: [phone]
TOTAL PROJECT AREA: 97.91 ACRES
TOTAL LOTS: 212
ZONING: R-9
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
WAKE COUNTY PINS: 1619-91-5933,1629-03-2833,
1629-03-1484,1629-91-6489,
1629-02-3968, 1629-02-7659,
1629-12-0497
PHASES 2 & 4 LOTS:
78
PHASES 2 & 4 AREA:
38.44 ACRES
DISTURBED AREA:
29.00 ACRES
PHASES 2 & 4
INFRASTRUCTURE INSPECTION TABLE
LENGTH OF PUBLIC STREETS:
LENGTH OF PUBLIC SIDEWALKS
TOTAL GRAVITY SEWER:
8" DIP:
8" PVC:
TOTAL WATERMAIN:
6" DIP
8" DIP
12" DIP
16" DIP
4" SEWER SERVICES:
3/4" WATER SERVICES:
5/8" WATER METERS (DOMESTIC):
FIRE HYDRANTS:
WATER TIE-IN POINTS:
SANITARY SEWER TIE-IN POINTS:
4,174 LF
7,985 LF
3,492 LF
2,699 LF
793 LF
3,895 LF
994 LF
1,297 LF
1,604 LF
945 LF
78
78
78
15
4
2
OAK PARK SUBDIVISION
PHA
SES 2 & 4
CONSTRUCTION DRAWINGS
GARNER, NORTH CAROLINA
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
VICINITY MAP
SCALE: 1 " = 21000'
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C0.0
COVER SHEET
C1.0
EXISTING CONDITIONS
C2.0
OVERALL SITE PLAN
C2.1
SITE PLAN
C2.2
SITE PLAN
C3.0
UTILITY PLAN
C3.1
UTILITY PLAN
C3.2
UTILITY PLAN
C3.3
NEW BETHEL CHURCH ROAD WATERLINE EXTENSION
C4.0
GRADING AND DRAINAGE PLAN
C4.1
GRADING AND DRAINAGE PLAN
C5.0
STAGE 1 SEDIMENTATION AND EROSION CONTROL PLAN
C5.1
STAGE 1 SEDIMENTATION AND EROSION CONTROL PLAN
C5.2
STAGE 2 SEDIMENTATION AND EROSION CONTROL PLAN
C5.3
STAGE 2 SEDIMENTATION AND EROSION CONTROL PLAN
C6.0
BELLEFORTE PARK CIRCLE PLAN AND PROFILE
C6.1
SCOVILLE ROAD PLAN AND PROFILE
C6.2
HOYNE WAY AND KIM BARK PATH PLAN AND PROFILE
C6.3
KARLOV ROAD PLAN AND PROFILE
C6.4
KARLOV ROAD PLAN AND PROFILE
C6.5
SANITARY SEWER OUTFALL C PLAN AND PROFILE
C7.0
NOTES AND DETAILS
C7.1
NOTES AND DETAILS
C7.2
NOTES AND DETAILS
C7.3
NOTES AND DETAILS
C7.4
NOTES AND DETAILS
C7.5
NOTES AND DETAILS
C7.6
NOTES AND DETAILS
C7.7
NOTES AND DETAILS
C7.8
NOTES AND DETAILS
C7.9
NOTES AND DETAILS
C8.0
LIGHTING PLAN
C8.1
LIGHTING PLAN
L-4
LANDSCAPE PLAN
L-5
LANDSCAPE PLAN
� Know what's below.
� Call before you di
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
��=
ENVIRONMENTAL CONSULTANT SIGNATURI-:
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF GARNER, CITY OF
RALEIGH, AND/OR NCDOT STANDARDS AND SPECIFICATIONS AS APPLICABLE.
2. 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.
3. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING.
1-800-632-4949.
1. ALL HOUSES SHALL BE BUILT TO CONFORM TO TYPE II WATER/SEWER REQUIREMENTS
2. EACH HOUSE MUST HAVE AT A MINIMUM OF 1800 S.F. OF HEATED FLOOR SPACE.
3. EACH HOUSE MUST HAVE A TWO CAR GARAGE AND SCREENED PORCH/UNHEATED
SUNROOM, DECK OR CONCRETE PATIO (120 S.F. MINIMUM).
4. EACH HOUSE MUST BE CONSTRUCTED OF HARDI-PLANK, MASONRY (BRICK OR STONE)
OF VINYL SIDING (MINIMUM GAUGE .045) ON AT LEAST 80% OF EACH SIDE;
5. EACH HOUSE MUST HAVE A MASONRY FOUNDATION WITH CRAWL SPACE FOR AT
LEAST 70% OF THE FOUNDATION AREA (NOT INCLUDING THE GARAGE) OR STEM WALL
SLAB FOUNDATION WITH A MINIMUM HEIGHT OF 12 INCHES WITH BRICK/STONE
VENEER REQUIRED.
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE
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SHEET NO
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SITE DATA
TOTAL SITE AREA 97.95 AC.
CURRENT ZONING R-30
PIN NUMBERS 1619-91-5933, 1629-03-2833,1629-03-1484,
1629-91-6489, 1629-02-3968,1629-02-7659,
1629-12-0497
GENERAL NOTES
1. EXISTING CONDITIONS SHOWN ARE BASED ON FIELD SURVEY PERFORMED BY TIMMONS GROUP ON 09/30/2016.
2. ADJOINER PROPERTY INFORMATION AND TOPOGRAPHIC DATA SHOWN HAVE BEEN COMPILED FROM WAKE
COUNTY GIS.
3. PROJECT PROPERTY LIES IN A FEMA SPECIAL FLOOD HAZARD AREA PER FEMA FIRM MAP PANEL NO. 3720161900J
DATED 05/02/06.
4. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE
PROTECTED FROM DAMAGE.
5. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE DISPOSED OFF
OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.
6. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE TEMPORARY STOCKPILES SHALL BE
LOCATED WITHIN CONSTRUCTION LIMITS.
7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM
JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND
DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED).
UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH IN
EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD
DAMAGE OCCUR, NOTIFY ENGINEER IMMEDIATELY.
9. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO LOCATE ALL UNDERGROUND
UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE
LIMITS OF CONSTRUCTION.
10. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT
ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE
DISCOVERED THAT WOULD REQUIRE MODIFICATIONS TO THE PROPOSED DESIGN.
11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS.
12. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES, ETC. TO REMAIN WITHIN THE
GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED
GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED).
13. GENERAL CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN ACCESS PATH, LOCATIONS, LIGHTING, ETC. WITH
OWNER.
LINE TABLE
LINE
LENGTH
BEARING
L1
132.30
N56°22'40"E
L2
112.03
N33°52'52"E
L3
54.17
N67°01'16"E
L4
183.68
N28°35'46"E
L5
117.57
N10°38'30"E
L6
36.64
N66°31'1 TIE
L7
105.19
N39°11'20"E
L8
194.23
N21 °55'51 "E
L9
159.01
N68°19'22"E
L10
43.22
N17°50'37"W
LINE TABLE
LINE
LENGTH
BEARING
L11
126.55
N66°43'54"E
L12
97.34
N3°54'22"E
L13
53.77
N88°21'53"E
L14
78.17
N6°47'41 "E
L15
143.92
N55°26'22"E
L16
33.83
S39°49'08"E
L17
54.12
N55°39'36"E
L18
225.88
N17°49'56"E
L19
115.53
S67°52'12"E
L20
86.31
N61 °53'58"E
LINE TABLE
LINE
LENGTH
BEARING
L21
36.99
N33°32'20"W
L22
35.12
N28°49'57"E
L23
32.39
S57°14'55"E
L24
29.52
N18°58'42"E
L25
140.33
N23°20'43"W
L26
125.80
N35°22'08"E
L27
82.73
N4°32'29"E
L28
156.80
N16°02'33"W
L29
97.61
N24°31'09"E
L30
57.43
S89°29'49"E
LINE TABLE
LINE
LENGTH
BEARING
L31
20.08
N35°33'50"E
L32
41.49
N28°18'10"W
L33
60.13
N40°29'05"E
L34
125.67
N25°56'27"W
L35
23.71
N42°03'46"E
L36
38.55
N86°03'43"E
L37
78.69
N14°08'52"E
L38
78.00
N34°34'29"E
L39
831.06
S61 °50'47"E
L40
667.48
N12°37'27"E
LINE TABLE
LINE
LENGTH
BEARING
L41
965.74
N12°43'03"E
L42
181.19
N63°30'27"W
L43
97.52
N58°04'27"W
L44
73.20
N48°04'27"W
L45
502.65
N51 °35'33"W
L46
311.57
N51 °42'11 "W
L47
296.97
N52°00'33"W
L48
220.94
N51 °49'36"W
L49
1053.30
S15°12'36"W
L50
3674.70
S14°46'40"W
NPR g3
SCALE 1 "=200'
0 200' 400'
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
----- EXISTING ROAD CENTER
- - - - - - - EXISTING CONTOUR
- ' ' ' - STREAM CENTERLINE
' 00000000 FLOODPLAIN
WATERCOURSE BUFFER
WETLANDS
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CITY OF RALEIGH
ATTENTION CONTRACTORS
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.
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
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CHECKED BY
K. ROBERTS
SCALE
1 " = 200'
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GENERAL NOTES
1. BOUNDARY INFORMATION TAKEN FROM TIMMONS GROUP ON 09/30/2016.
2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP AND WAKE COUNTY GIS.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND.
6. LOT SETBACKS ARE; FRONT 25', SIDE 10', CORNER 20' AND REAR 25' PURSUANT TO TEXT CHANGE REQUEST.
7. ALL PROPOSED STREETS SHALL BE AS NOTED ON PLANS.
8. RAMPS AND CURBS SHOULD BE IN ACCORDANCE WITH TOWN OF GARNER STANDARDS FOR LOCAL STREETS.
9. STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION.
10. STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION.
11. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO FABRICATION
OR INSTALLATION OF SIGNS. SIGNAGE WILL BE RESTRICTED TO AN ON -SITE LOCATION.
12. AN EROSION CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING ON THIS SITE.
13. THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET LIGHTING.
14. WETLAND AND NEUSE RIVER RIPARIAN BUFFERS HAVE BEEN DELINEATED BY ANGLER ENVIRONMENTAL.
15. PRIOR TO ISSUANCE OF A BUILDING PERMIT, INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS WITH
NEUSE RIVER BUFFER.
16. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY.
17. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH PRIOR
TO CONSTRUCTION.
18. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT.
19. A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE
COVENANTS MUST BE SUBMITTED FOR REVIEW WITH THE FIRST FINAL PLAT.
20. ALL DOMESTIC WATER TAPS SHALL BE 3/4" TAPS.
21. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANTING MANUAL FOUND IN
APPENDIX E OF THE TOWN OF GARNER'S LIDO.
22. STREET TREES ARE TO BE LOCATED WITHIN THE PUBLIC STREET TREE EASEMENT. REFER TO SECTION 7.1-L.1A OF THE
LIDO FOR LOCATION OF EASEMENT.
23. ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION (HOA).
24. THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR PUBLIC STREET 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 THE TIME OF INSTALLATION.
25. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS ARE FULLY MAINTAINED FOR REASONABLE
ACCESS BY MAINTENANCE PERSONNEL.
PHASE DATA
Ii
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SITE DATA /
TOTAL AREA 97.91 AC
PROPOSED USE SINGLE FAMILY RESIDENTIAL
\ ' 1
OPEN SPACE
\ _ / AREA #2 \ 11
\ ... 15,080 SF' / x X I
/ I
/\ x AREA #1c x \
x x5fx334 SP x \. F -
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152
OPEN SPACE DATA (ALL PHASES) TREE SAVE DATA (ALL PHASES)
OPEN SPACE REQUIRED
I
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SITE DATA /
TOTAL AREA 97.91 AC
PROPOSED USE SINGLE FAMILY RESIDENTIAL
\ ' 1
OPEN SPACE
\ _ / AREA #2 \ 11
\ ... 15,080 SF' / x X I
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X X X X
\x x x x/ I N
152
OPEN SPACE DATA (ALL PHASES) TREE SAVE DATA (ALL PHASES)
OPEN SPACE REQUIRED
9.79 AC
10.00%
OPEN SPACE PROVIDED
24.79 AC
25.32%
OPEN SPACE AREA #1
56,334 SF
1.29 AC
1.32%
OPEN SPACE AREA #2
15,080 SF
0.35 AC
0.36%
OPEN SPACE AREA #3
7,729 SF
0.18 AC
0.18%
OPEN SPACE AREA #4
77,801 SF
1.79 AC
1.82%
OPEN SPACE AREA #5
12,623 SF
0.29 AC
0.30%
OPEN SPACE AREA #6
7,703 SF
0.18 AC
0.18%
OPEN SPACE AREA #7
393,810 SF
9.02 AC
9.23%
OPEN SPACE AREA #8
227,743 SF
5.23 AC
5.34%
OPEN SPACE AREA #9
231,018 SF
5.30 AC
5.42%
OPEN SPACE AREA #10
19,786 SF
0.45 AC
0.46%
OPEN SPACE AREA #11
688 SF
0.02 AC
0.02%
OPEN SPACE AREA #12
30,527 SF
0.70 AC
0.72%
TOTAL
1,079,842 SF
24.79 AC
25.32%
PHASE 1
PHASE 3A
PHASE 4
AREA
28.45 AC
AREA
5.83 AC
AREA 22.69 AC
SIDEWALK LF
6,222 LF
SIDEWALK LF
824 LF
SIDEWALK LF 3,740 LF
ROAD LF
4,236 LF
ROAD LF
874 LF
ROAD LF 1,966 LF
PHASE 2
PHASE 3B
AREA
15.75 AC
AREA
25.19 AC
SIDEWALK LF
4,245 LF
SIDEWALK LF
1,824 LF
ROAD LF
2,208 LF
ROAD LF
2,026 LF
TREE SAVE REQUIRED 11.75 AC 12.00% 12 \ \` / / ` ` 151 147 `\ I
TREE SAVE PROVIDED 13.83 AC 14.13% . / \ 13 \ \\ / // \ 154 ' I 148 \
/
TREE SAVE AREA #1 56,334 SF 1.29 AC
\ O \
o / /\\ 14 \\ Q��SO / 144 155
TREE SAVE AREA #2 45,581 SF 1.05 AC 1.07% Ooe�jgE2 I I
TREE SAVE AREA #3 180,890 SF 4.15 AC 4.24% .' / \\ 16 \\ ` / / 143 \ ��� \ ' 156 �\\ / P\P ,
TREE SAVE AREA #4 123,358 SF 2.83 AC 2.89% /\ \ \ \ / / 112
TREE SAVE AREA #5 179,847 SF 4.13 AC 4.22% \ OPEN SPACE 142
AREA#5
TREE SAVE AREA #6 16,509 SF 0.38 AC 0.39% 12,623 SF `\ 18\. / \ O \
O
O
°�� �'158
TOTAL 602,519 SF 13.83 AC 14.13/o - - - - -
/ '140 \ ` 159 165 \ li 170 I I
139 \ Orn
I
,
162 I 1 33 I 164 D I 172
\ '118 E) SCOVI
136 i /
HIAOS12E8 1 I IO129 \R1O/35
I S 2 x x ' x 17x3125 E2 174
179 171 177 1 175176
O0 Al01 12 PHA127 J" x
\
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CLIFFORD ROAD
xi
�/ UNDE
CO1S1RlJCT I \ ---�- / \ \ x` %REA6A > x 1 1
I x x \ 109 \ �' \ -
/ 102 - .
TEMPORARY . / \ a \ / . 90 \ \ Q�P ��3 \ , 79 / ,/ �`OF \\ \�' , i 103 i ' \ O OPEN SPA \ \ - - i /
TURNAROUND /49y37 \ O Q�P \ 80 /. i 104 ! I \\ \ x x\xAfEAx#3x OPEN SPACE \ / /
�, . y �REXA # g� ' �' 105 106 107 � x7,R29>6Fx AREA #8 \� /
38 \ \ 88 ` ' `\ 81 / / �N�`N j �y P l SF I �eE%\ x 227,743 SF 210/
7g 2 AREA #5 \
I'RE� S' �HASE4 I 7 847
\>,A1iA1#2 x U
50 \ O 87
/ \ j861_1
-)TREE SA-0-
41
O
182
D 85 I 74 \ \ \ 186 9> / ' / TEMPORARY \
O I .� / `� / \ \ y \ 184 �/ \�.\ TURNAROUND \
OL>I \
PUMP STATION / ' / 54 m - - - fii1 - - - 84 / / 73 / 187 ` \ 183 �Q: / ` O / OPEN SPACE
DESIGNED BY CURRY / 53 n 44 I 43 / \ \ \ / ��0� / 206 \ ' AREA #12
ENGINEERING / I / . _ \ I A = I _ / ' O \ / \(� / ` 30,527 SF
/' \ /
/ O I
72
-
-------J-----ROSSELLPARK CIR.--�- O \ / 204
\ \
OPEN SPACE
AREA #9
OPEN SPACE 58 ' 65 i 66 I II 70 \ / 231,018 SF �. ` / / / 202
O
ARE
A#7 ' I I 62\O
T \
III 59 I 60 I 61 I / 393,810 SF
00°po°O°O.-.� ( I I I I I \ \\ 190 `\ /' \ 200
0.00 °°°°°nkkk�n��kkkk° oopOo 0000pOo LJ \ 191 \ 199
/ o00 000 �kkkkkkkk 4FKkkk \ \ \ \ 19200
O O O O O k k k k k k k k k k k k�iJOc Id(q-yf{�Yrle)µ-.H WC4 Y k k k k kk kNc Id(k OC k Y kNc 4XIc \ .�
ppO� °O kkkkkkkk����� ���411F�icG,.,a.xxJ �{I kk������198
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O' ° 0000 ����������������' � �X� CA .�� 7E 01L.AcJL�+�ifY ii L�L�7E Y. LA Lx \
/ y.nnnnnnnnnnnnnnnnnnnnnn�cYckk k*4fK IK�kk*,�,�y�,�1 0„8�0XS �k�
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TREE SAVE \ /
nnnsrnnnnnnnnnnnnnnnnnnnnJc������������k AREA #6
TEMPORARY
\ \ 196 \ 16,509SF
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AREA #10 /
Know what's below.
Call before you di
ATTENTION CONTRACTORS
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.
19,786SF /
\ I v \
I
CITY OF RALEIGH
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SCALE 1 "=150'
0 150' 300'
SITE PLAN LEGEND
STREAM CENTERLINE
0 0 0 0 0 0 0 01 FLOODPLAIN
WATERCOURSE BUFFER
++++++J WETLANDS
+ + + + + TREE SAVE AREA
OPEN SPACE AREA
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DATE
10/10/19
D RAW N BY
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DESIGNED BY
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CHECKED BY
K. ROBERTS
SCALE
1 " = 150'
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113
�OL 167
13364 SF
\ '��' \ �' �' \ \\ / 1 I / // \ \sue 0.31 AC
/ \
\ O o \ \ "\ / O /
2 I ` 20 \\. \\v/ / / ./ // \ \ \\ ��� / ' \ ` \ �\ 114 \ \ \\ ��' �� \ \��' - \\ I ' / 10'STREETTREE
I / / \ \ TIE TO / \ \� J � / \ \\ 21101 48 C
\� EXISTING 158 �i� A�� 1 � // \\ \\ \ EASEMENT
ASPHALT
N75°12'46"W � � // 18646 SF
25.23' \ / 0.43 AC
Of 00 \ a0'
Of
Of
11635SF-_j 14538SFR50I
0.27 AC / / / / _ R30' I 0.33 AC
\ L------------J
I .34AC \ r R30' /--- 153'
0- - - -
r
14689 SF \ ` a -
'_!.5' SIDEWALK (TYP) L
y - - - - - - - - - - - - - - - \ o
10047 SF
23 AC
/ / / / \� \ / \\ \ 116 9889 SFr-� �I I I
AC _ J 1 I 1_ _ _ _ i TYPE N-1 RAMP N L -----------------
0.23
, / ___-�_- o� I 1 160 / 1°/ 1 r------- I o ---- --
\ / --- \ / / -- --�_' / 1 -----� °c�Icco r-------173'-------
13432 SF / / I I 1 1 I I I I N
I I 161 I 1
, L _ I 111 I I O 1 I 5' SIDEWALK TYP z I
1J 0.31AC / 1 15692SF ; / / 1 II 1 1 1 ( ) I 171 I `°
137 I I TYPE N-1 RAMP / 1 0.36 AC // 162 1 I I I I I 10295 SF I I M
l 11 I 1 I
I I i 10' X 70' SDT EASEMENT / I 10512 SF I lol O 1 I I N I 0.24 AC I
10126 SF I I R25' - J ; I 163 N I I
_ 0.23 AC I 0.24 AC i of I \ M
/ I I 164 I m L--------------J N
/ _ 1 ` 1 _ l I I 11193 SF I 1 I I m
41P\ �I I 41 L I 1 0.26 AC I I I I----167'---t 12219SF Q
� J I s0, 5'SIDEWALK(TYP) I I I 0.28AC I I w `� r---------------1
T PY EN-2RAMP R30' ,s _ _1'-``_J 1 1 I I I } O 4 I O EASEMENT
/ I 10' X 70 SDT
+' / / / / I �♦ / _ _ 1 / \ \ \ \ _ 1 CURB
STANDARD 1 R25' I = I I 11008 SF
� . L CURB &GUTTER 10' X 70' SDT I O � �
/ , / 125 / / �\ i ♦ N IL
\� 136 % / -�, - EASEMENT 1n R30' I
/ / j % / / ♦ �qsF 1 Jl I z� / R30' 50, _ J I - - - - - I 11n R25' 0.25 AC I .
♦ L----- I \ \ \ ks,\ 10145SF r `N50° I R25'
PHgs ♦ 1 \ \ \\ \ / l _ 43'01„ 2r _ I L J
� �7 E2 �'��♦ r �� \ , \I \ \ \ \\ .` \\ 0.23 AC / 23 25 S: =OV/83' - L . - _ - I �� 10�X 70' SDT EASEMENT- . J
,//�\`/ ♦ `♦ 11 (� \ 1\� \\\ /% , 35' 60'RO� 63 114'
TIE TO
9078 SF / / I 1 \ \ \ O - _ R=1000'
\ EXISTING / �� / / / 1 1 _ \ 1 \ \ 135 \\ / R25' s4' R30'
/ / I I - 1 \ \ \ \ . `� / i _ _ - . _ _ TYPE N-1-RAM P- - -
'�\ ASPHALT 0.21 AC / �/ 101 // / / / 1 Ir \ I -1 11 ',1 \ \ 1 \ 11 \ ` 10143 SF \ TYPE N-1 RAMP 36' - TYPE N-1 RAMP
�i /--- \ \ 1 \ \ \ \ \ / / / L=207. - ---------N38°50'1
\/�// 9573 SF / �- 1 I 1 \ 1 \ \ \ \ \m\ \ \\ 0.23 AC % i I 1 1 _ _ _ 1 . s0 234.84'
/ ��J O / 1 I I I 1 1 \ 1 1 \ \ \ \ \ 134 \ \\ // / / 10' X 70' SDT I / I 1 11'
0.22 AC / % 127 / I 1 I 1 I 1 1 \ \ 1 \ \ / / / EASEMENT I _ 61'
\ \ 10632 SF \ ` \ / / / / I I / I^ $'
J / / / / 10024 SF / ^NJ I I I I I 1 \ \ 132 \ ``\ 10142 SF \ \ 0.24 AC \ \\ // / / / 181 / 1 I I 1 _ - . - . -7, - _ 62' S' 67' 71' a3' 10'
/ 0.23AC / 228 I I I 1 \ �� \ \\ \ \ / / / 1 I 1 1 1'- -.-. - -...--.-...- - ..3'
�. ♦ \ s0,� / / / / O I IN1 I I I 1 I 1 131 1-\ \ \ 1 1 \ h�'l / /
\ \ / / ^ 1 \ 10050 SF 1 0.23 AC \ 1 \\\/ / ,� / 13120 SF I ; 1 ; 10' STREET TREE -�
10138 SF I 1�I 129 I I�i 130 1 1� 1 \ \ 1 \ / Q / / / / / 180 / I EASEMENT 1 � - ---- 1
0.30AC (---__- I I TIETO
0 23 AC I I I� 1 1�1 9935 SF \ \\I 0.23 AC \ 1 \ \ \ ' ,•1�' / / / I I I r------ I I-- - -- I ---I I EXISTING ---
1 / I I 9987 SF 9890 SF 1 0.23 AC 1 \ \ ^ 1 12318 SF / - I 1 I 1 1 I N38°50'11 "E I 5' SIDEWALK TYP I ASPHALT
l l I I I 0.23 AC I I I 1\ 1 10' STREET TREE 1\ 1 \ �' '/ \ (TYP) r l / N 1 I 179 I 1 1 1 1 1 I I I 25.29' I I ) I 5' SIDEWALK TYP I " 1
I I o.23 AC 1 \ �. 0.28 AC 1 1 I- l I I I I I I I I I I I R25'
EASEMENT \ 1 y�' / \ I/ I I 10742 SF I� 178 1 I I I I
1 �/ 10' X 70' SDT EASEMENT
20 20 I 1 \ 1 23. /\ \ I 1 I I 10683 SF M 9423 SF I I- I I I-
I 1 1 a / \ / 0.25 AC 1 177 I I I I
�4Sos�F 1 `�_ ! I I I I 1 I 1 \ `I ���/ \\ \\ I, I ; 1 I 11 1'l l of I 176 I 175 I 174 I I 173
_ I 1 I 0.25 AC 1 r I M I
\ 4a- 5' SIDEWALK (TYP) 60 /� \ I I 1 I I I I I I 12614 SF
TYPE N-2 RAMP • 1 / / \�2 \ I I l 1 r 0.22 AC I 10533 SF I a I 10050 SF I I 9754 SF I I
,- - I - / \ I _ ' I I I I 0.23 AC I I 0.22 AC I 0.29 AC
r- / \s . I I I
/ 72, 117, Og„E , Lei \ 1 J I I i 0.24 AC I I I I I I
/ 1 I 1 I I I I I I I I
- I L J r L I I
/ 102 / ��, / . \ ss, 2 8g _ TYPE N_1 RAMP
/ 10571 SF
0.24AC / 7 \-
/ 20' PRIVATE
10571 SF / , / DRAINAGE s7'
0.24 AC / ^ EASEMENT / 1 / I - .. - s
-7 r r _
O / I - - - -
104 1 / 10' STREET TREE -I r - -
/ 7 / 11078 SF / / EASEMENT I I 10' X 70' SDT I
0.25 AC / 105 I I I EASEMENT 1
1 / / l a/ O R25' I I
11205 SF 11 I 106 I 1
0.26 AC 1 �I 11205 SF I I 10K8 SF 11
/ / / ; 1 0.26 AC i ^I i 0.25 AC - I
I
/ _�
/ /j I V_j*
Know whaft Belo V.
Call ire you dig.
ATTENTION CONTRACTORS
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.
TRAFFIC CONTROL NOTES
1.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
Ln
SIGN MUTCD STD. SIZE
STOP R1-1 24"x24"
LD
2.
ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO THE
6
BOTTOM OF THE SIGN ON 3-LB. GALV. STEEL U-CHANNEL POST SET IN 24-IN
DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO
o
SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO THE
I
BOTTOM OF SIGN.
Q>
t
V
3.
ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
0°
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
3
MARKING NCDOT STD. SIZE COLOR
o
CROSSWALK - 4-IN WHT.
4.
ALL PAVMENT MARKINGS SHALL BE THERMOPLASTIC TYPE AS REQUIRED
N
BY THE TOWN.
0
SITE DATA
11910 SF \\\\ / / 113 --'- 1 -�
AC
60 �tOW 32 \ \ \ \ \ / g' > 2` yj $ s' 46,
_ \ \ \ / y
-�=49 48 �\ \\ // / OPEN SPACE PHASE 2 3, \
R30' R30' 10366 SF \\ ` \ / �' AREA #6 '
2�-�-� 4
\ \ / PHASE \ 4 \ / _
1 \ OPEN SPACE 7,703 SF
\ 0.24 AC \\ , / � �
AREA#3 \ \ \ \�/ /o
7,729 SF
4 10' X 70' SDT 1 \
1 EASEMENT
R25' 1\ 1 \ 9303 SF \\ \ 11 \
w \ v ' 108 0.21 AC \ 1 3
W 11;14 11 10579 SF
0.24 AC
o TYPE N-1 RAMP \ \ V' I _
\5' SIDEWALK (TYP)
-tit 1'
TOTAL AREA
97.91 AC
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
CURRENT ZONING
R-30
PROPOSED ZONING
R-9
TOTAL LOTS PROPOSED
212
MINIMUM LOT SIZE
8,000 SF
AVERAGE LOT SIZE
11,944 SF
LINEAR FEET IN PUBLIC STREET
11,310 LF
PROPOSED DENSITY
2.16 UNITS/AC
OPEN SPACE REQUIRED (10%)
9.79 AC
OPEN SPACE PROVIDED
24.79 AC
TREE SAVE AREA REQUIRED (12%)
11.75 AC
TREE SAVE AREA PROVIDED
13.67 AC
FEMA MAP #
3720161900J DATED 05/02/06
WAKE COUNTY PINs
1619-91-5933,1629-03-2833,
1629-03-1484,1629-91-6489,
1629-02-3968, 1629-02-7659,
1629-12-0497
PHASE DATA
PHASE 1
PHASE 3A
PHASE 4
AREA
28.45 AC
AREA
5.83 AC
AREA 22.69 AC
SIDEWALK LF
6,222 LF
SIDEWALK LF
824 LF
SIDEWALK LF 3,740 LF
ROAD LF
4,236 LF
ROAD LF
874 LF
ROAD LF 1,966 LF
PHASE 2
PHASE 3B
AREA
15.75 AC
AREA
25.19 AC
SIDEWALK LF
4,245 LF
SIDEWALK LF
1,824 LF
ROAD LF
2,208 LF
ROAD LF
2,026 LF
��
TREE SAVE DATA (ALL PHASES)
01
N.
\\
GENERAL NOTES
TREE SAVE REQUIRED
11.75 AC
12.00%
TREE SAVE PROVIDED
13.83 AC
14.13%
TREE SAVE AREA #1
56,334 SF
1.29 AC
1.32%
TREE SAVE AREA #2
45,581 SF
1.05 AC
1.07%
TREE SAVE AREA #3
180,890 SF
4.15 AC
4.24%
TREE SAVE AREA #4
123,358 SF
2.83 AC
2.89%
TREE SAVE AREA #5
179,847 SF
4.13 AC
4.22%
TREE SAVE AREA #6
16,509 SF
0.38 AC
0.39%
TOTAL
602,519 SF
13.83 AC
14.13%
OPEN SPACE DATA (ALL PHASES)
OPEN SPACE REQUIRED
9.79 AC
10.00%
OPEN SPACE PROVIDED
24.79 AC
25.32%
OPEN SPACE AREA #1
56,334 SF
1.29 AC
1.32%
OPEN SPACE AREA #2
15,080 SF
0.35 AC
0.36%
OPEN SPACE AREA #3
7,729 SF
0.18 AC
0.18%
OPEN SPACE AREA #4
77,801 SF
1.79 AC
1.82%
OPEN SPACE AREA #5
12,623 SF
0.29 AC
0.30%
OPEN SPACE AREA #6
7,703 SF
0.18 AC
0.18%
OPEN SPACE AREA #7
393,810 SF
9.02 AC
9.23%
OPEN SPACE AREA #8
227,743 SF
5.23 AC
5.34%
OPEN SPACE AREA #9
231,018 SF
5.30 AC
5.42%
OPEN SPACE AREA #10
19,786 SF
0.45 AC
0.46%
OPEN SPACE AREA #11
688 SF
0.02 AC
0.02%
OPEN SPACE AREA #12
30,527 SF
0.70 AC
0.72%
TOTAL
1,079,842 SF
24.79 AC
25.32%
CITY OF RALEIGH
I
AtA
2Q 19'
I
/ �i
1. BOUNDARY INFORMATION TAKEN FROM TIMMONS GROUP ON 09/30/2016.
2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP AND WAKE COUNTY GIS.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY
DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND.
6. LOT SETBACKS ARE; FRONT 25', SIDE 10', CORNER 20' AND REAR 25' PURSUANT TO TEXT CHANGE REQUEST.
7. ALL PROPOSED STREETS SHALL BE AS NOTED ON PLANS.
8. RAMPS AND CURBS SHOULD BE IN ACCORDANCE WITH TOWN OF GARNER STANDARDS FOR LOCAL STREETS.
9. STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION.
10. STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION.
11. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO
FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE WILL BE RESTRICTED TO AN ON -SITE LOCATION.
12. AN EROSION CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING ON THIS SITE.
13. THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET
LIGHTING.
14. WETLAND AND NEUSE RIVER RIPARIAN BUFFERS HAVE BEEN DELINEATED BY ANGLER ENVIRONMENTAL.
15. PRIOR TO ISSUANCE OF A BUILDING PERMIT, INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS
WITH NEUSE RIVER BUFFER.
16. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY.
17. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH
PRIOR TO CONSTRUCTION.
18. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT.
19. A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE
COVENANTS MUST BE SUBMITTED FOR REVIEW WITH THE FIRST FINAL PLAT.
20. ALL DOMESTIC WATER TAPS SHALL BE 3/4" TAPS.
21. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANTING MANUAL FOUND IN
APPENDIX E OF THE TOWN OF GARNER'S UDO.
22. STREET TREES ARE TO BE LOCATED WITHIN THE PUBLIC STREET TREE EASEMENT. REFER TO SECTION 7.1-L.1A OF
THE UDO FOR LOCATION OF EASEMENT.
23. ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION
(HOA).
24. THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR PUBLIC STREET 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 THE TIME OF INSTALLATION.
25. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS ARE FULLY MAINTAINED FOR
REASONABLE ACCESS BY MAINTENANCE PERSONNEL.
SCALE 1 "=60'
I NOR
0 60' 120'
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SITE PLAN LEGEND
- - STREAM CENTERLINE
0 0 0 0 0 0 0 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
+ + + +
OPEN SPACE AREA
0
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
1 SCALE
60'
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/ 231,018 SF \
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SITE / / 0.27 AC /'/ / 192 / / I \ w`♦
BOUNDARY 10325 SF
PERMANENT 0.24 AC /' / 191 I I I \
BARRICADE / `� - / / / / 10468 SF 190 II
(SEE DETAIL) L__ . -�-- J/ 0.24 AC 9076 OF i 1
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41' 36'
\ 93
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0.30 AC /
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0.29 AC 12954 SF
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SEWER EASEMENT
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Know what's below.
Call before you dig,
ATTENTION CONTRACTORS
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.
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TRAFFIC CONTROL NOTES
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1.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
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SIGN MUTCD STD. SIZE
LD
STOP R1-1 24"x24"
2.
ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO THE
6
BOTTOM OF THE SIGN ON 3-LB. GALV. STEEL U-CHANNEL POST SET IN 24-IN
DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO
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SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO THE
I
BOTTOM OF SIGN.
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3.
ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
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NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
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MARKING NCDOT STD. SIZE COLOR
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4.
ALL PAVMENT MARKINGS SHALL BE THERMOPLASTIC TYPE AS REQUIRED
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BY THE TOWN.
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PHASE DATA
11205 SF0.26AC /// \\% hZ / m -_-DEL LEpoRTEPARK60,
ROW'32'B�e_----�
B 1119933SF
10988SF / m� � �___\` 78' i 181 \
0.25 AC / /0 / _ sQ 13120 SF / / \\ \ O� Fn10 \ �, / 0.26 AC
0.30 AC / i / \ \ \ �, B��
♦ ems- //�-J / / I I � /O
\ \\ / �/
♦� / 08 I I -, , i \ \ / / / I ,� \ \ / // 12219 SF
1/ ��� �� 100
I I I 1--- -, r \\ \ /°i // / \ so• \ \\ / / 0.28 AC O
♦ 10579 SF
180
9303 SF p/ I 11 I 1 \N� \ / /
/ I I 1 10 I 111 \ \ \ / / 12318 SF
0.21 AC 1 / / 0.28 AC
/ O
J / L--\ I I I 10366SF \�I 11 0.27AC \ / // ��// // ��� \ a�, �\ \ \ \J O/p `�\\ 10295SF
0.24 AC 0.24 AC
10742SF0.25 AC
58,
\ / O
SF
�10683SF /�// \\\\ \�\ `� , \'\� 10.025AC
\1 ` 32' 11' \� 0.25 AC
9423 SF
50' NEUSE II ♦ ,
----- -- _ I III `46 ��/ C 0.22AC RIPARIAN BUFFER -- -
♦ 147'
--- I \�\ 176
20' PRIVATE J I M I 1 \\ / O /
♦ 11 DRAINAGE EASEMENT 1 \ 3 \�/ /// 10533 SF
0 24 AC
I1 OX/ 175
1� 1 13062 SF 1 1 N 1-
1 �1 0.30 AC
J O
c0 0 14s'
w
i- - - - - - - - - - - - 9754 SF
F 1 1 1 11 185 i o I F ` ♦ - - / 4,
1 187 I 1 b M 1 10.26 AC 1450 SFI �1 \ \ \ / / 12614 SF
1� I 10472 SF I a ol� I I ♦ OPEN SPACE ♦_ �\ // /// 0.29 AC
4 I 0.24 AC 1 1 I I ` AREA #8 V
L - - - - - - - - - - - J 1 227,743 SF 20' PRIVATE �
1 L------------J I _ ---- 140' ----� \ ` DRAINAGE
\\ i
` ♦
55'
---- 148' ---- I m i r----------- --�`` ` EASEMENTN.
-----------� I m I I Q 50' NEUSE ♦ \ /
- \ ♦ RIPARIAN BUFFER
"♦ I 188 I I Y c; I I 184 I r------ \_ ♦
♦ N I O I N I 1 11241 SFzo
I 10571 SF I Q I I I I i I
♦ I I 0.24 AC I I 0.26 AC
♦♦ 1 1 I Y I I I I I I I �`Nt
♦ �---- 1as' ---- IW ---- _ 12340SF 1 1 `♦ � ♦ I 1 \ � /
1 r-----------� I F------- -� 1 1
I I `"! I -, I I 1 0.28 AC
1 189 1 � � �I� � � 1 183 I I I� ♦ � I \ ��_ /"'z6 �s� �_/ �/
/ 22'_
\
1� I 11988 SF I I I 11299 SF 1 �1 1 I I ♦ ( 51
♦ I 11534SF
I 0.28 AC R25' I R25' 0.26 AC I I 1 ♦ ♦ I
0.26 AC
I 10' X 70' SDT EASEMENT I 10' X 70' SDT EASEMENT I L-------J 30" STANDARD ♦ i I // // ,� �� 1 aQ♦ / �. I
L------------J L-----------J --- \
CURB & GUTTER I` / �/ / i' / \ ♦ /
122' - . - . - 115' 80'. - . - . - . - . - . - . - . - . - . - . - . - -.. ��v/ /
10545 SF i� ,�ai� 30' CITY OF
RALEIGH SANITARY /
L R30' I R30' �
_ 392.43' TYPE N-1 RAMP TYPE N-1 RAMP KARLOV RD. 569.24'
S12°40'-- - - - - - - - - - - - - - - -60' ROW - 32- --S12°40'-- - - - - - - -
71' 71' 71' 71' 71' 71' 71' 71' 71' 71' \ `.
5' SIDEWALK (TYP) - .
I r- - - - - - - 1 1 r- - - - - - - 1 1 r - - - - - - 1 I r- - - - - - - 1 I r- - - - - - - 1 I r- - - - - - - 1 I r- - - - - - - 1 I r- - - - - - - 1 I r- - - - - - - 1 I r- - - - - - - - 1 \
1 1 1 1 1 10' STREET TREE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1\
I I I I EASEMENT I I I I I I I I I
i 1 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 11 1 1 1 \ \
1 i 198 i 1 i 199 i 1 i 200 i 1 i 201 i 1 i 202 i 1 i 203 i 1 i 204 i 1 i 205 i 1 i
61m m o 0
a 10556 SF 10551 SF 10547 SF 10550 SF 10553 SF 10556 SF 10560 SF a 10563 SF a 10566 SF 10569 SF
�I I �I I �I I I 1 �I 0.24 AC 1 �I 0.24 AC 1 �I 0.24 AC 1 �1 0.24 AC 1 `I 0.24 AC 1 �I 0.24 AC 1 \
1 1 0.24 AC 1 1 1 0.24 AC 1 1 1 0.24 AC 1 1 1 0.24 AC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
I I I I I I 1 20' PRIVATE I I I I I
I I I I I I I DRAINAGE I I I I I I I I I I I I I
\ 1 1 1 1 1 1 1 1 11 1 EASEMENT 11 I 11 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ \
I L------J I L------J I L-----J I L------ I L------J I L------J I L------J I L------J I L------J I L------J I
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7171' _ 33, 71' _ _ 71' 71' _ 71' 71' 71' 71'
OPEN SPACE SITE BOUNDARY 30' CITY OF
AREA 410 RALEIGH SANITARY
19,786 SF SEWER EASEMENT
It
1
SITE DATA
TOTAL AREA
97.91 AC
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
CURRENT ZONING
R-30
PROPOSED ZONING
R-9
TOTAL LOTS PROPOSED
212
MINIMUM LOT SIZE
8,000 SF
AVERAGE LOT SIZE
11,944 SF
LINEAR FEET IN PUBLIC STREET
11,310 LF
PROPOSED DENSITY
2.16 UNITS/AC
OPEN SPACE REQUIRED (10%)
9.79 AC
OPEN SPACE PROVIDED
24.79 AC
TREE SAVE AREA REQUIRED (12%)
11.75 AC
TREE SAVE AREA PROVIDED
13.67 AC
FEMA MAP #
3720161900J DATED 05/02/06
WAKE COUNTY PINs
1619-91-5933,1629-03-2833,
1629-03-1484,1629-91-6489,
1629-02-3968, 1629-02-7659,
1629-12-0497
PHASE 1
PHASE 3A
PHASE 4
AREA
28.45 AC
AREA
5.83 AC
AREA 22.69 AC
SIDEWALK LF
6,222 LF
SIDEWALK LF
824 LF
SIDEWALK LF 3,740 LF
ROAD LF
4,236 LF
ROAD LF
874 LF
ROAD LF 1,966 LF
PHASE 2
PHASE 3B
AREA
15.75 AC
AREA
25.19 AC
SIDEWALK LF
4,245 LF
SIDEWALK LF
1,824 LF
ROAD LF
2,208 LF
ROAD LF
2,026 LF
TREE SAVE DATA (ALL PHASES)
TREE SAVE REQUIRED
11.75 AC
12.00%
TREE SAVE PROVIDED
13.83 AC
14.13%
TREE SAVE AREA #1
56,334 SF
1.29 AC
1.32%
TREE SAVE AREA #2
45,581 SF
1.05 AC
1.07%
TREE SAVE AREA #3
180,890 SF
4.15 AC
4.24%
TREE SAVE AREA #4
123,358 SF
2.83 AC
2.89%
TREE SAVE AREA #5
179,847 SF
4.13 AC
4.22%
TREE SAVE AREA #6
16,509 SF
0.38 AC
0.39%
TOTAL
602,519 SF
13.83 AC
14.13%
OPEN SPACE DATA (ALL PHASES)
OPEN SPACE REQUIRED
9.79 AC
10.00%
OPEN SPACE PROVIDED
24.79 AC
25.32%
OPEN SPACE AREA #1
56,334 SF
1.29 AC
1.32%
OPEN SPACE AREA #2
15,080 SF
0.35 AC
0.36%
OPEN SPACE AREA #3
7,729 SF
0.18 AC
0.18%
OPEN SPACE AREA #4
77,801 SF
1.79 AC
1.82%
OPEN SPACE AREA #5
12,623 SF
0.29 AC
0.30%
OPEN SPACE AREA #6
7,703 SF
0.18 AC
0.18%
OPEN SPACE AREA #7
393,810 SF
9.02 AC
9.23%
OPEN SPACE AREA #8
227,743 SF
5.23 AC
5.34%
OPEN SPACE AREA #9
231,018 SF
5.30 AC
5.42%
OPEN SPACE AREA #10
19,786 SF
0.45 AC
0.46%
OPEN SPACE AREA #11
688 SF
0.02 AC
0.02%
OPEN SPACE AREA #12
30,527 SF
0.70 AC
0.72%
TOTAL
1,079,842 SF
24.79 AC
25.32%
GENERAL NOTES
0.24 AC SEWER EASEMENT /'/ �8�% 2o'210
/
/
\ /' / / 0.35 AC
/
5' SIDEWALK (TYP)
0. >' /' / 20' STREET TREE
& SIGN EASEMENT
15392 SF 2 2
0.35 AC
co cty
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N77°16'31"W _� --- / / / 'O�
1 29.64' / / O r
1 o� i 212 /� 0
\ I 11394 SF
I 0.26 AC 1
TEMPORARY
OPEN SPACE TURNAROUND
/ EASEMENT
#12 AREA
AREA SF TEMPORARY30,527 /
TURNAROUND
PERMANENT
BARRICADE /
(SEE DETAIL)
CITY OF RALEIGH
1. BOUNDARY INFORMATION TAKEN FROM TIMMONS GROUP ON 09/30/2016.
2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP AND WAKE COUNTY GIS.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY
DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND.
6. LOT SETBACKS ARE; FRONT 25', SIDE 10', CORNER 20' AND REAR 25' PURSUANT TO TEXT CHANGE REQUEST.
7. ALL PROPOSED STREETS SHALL BE AS NOTED ON PLANS.
8. RAMPS AND CURBS SHOULD BE IN ACCORDANCE WITH TOWN OF GARNER STANDARDS FOR LOCAL STREETS.
9. STREET ADDRESSES SHALL BE ASSIGNED PRIOR TO LOT RECORDATION.
10. STREET NAMES SHALL BE APPROVED PRIOR TO PLAT RECORDATION.
11. SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE. PERMITS WILL BE REQUIRED PRIOR TO
FABRICATION OR INSTALLATION OF SIGNS. SIGNAGE WILL BE RESTRICTED TO AN ON -SITE LOCATION.
12. AN EROSION CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY GRADING ON THIS SITE.
13. THE DEVELOPER IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF ALL UTILITIES, INCLUDING STREET
LIGHTING.
14. WETLAND AND NEUSE RIVER RIPARIAN BUFFERS HAVE BEEN DELINEATED BY ANGLER ENVIRONMENTAL.
15. PRIOR TO ISSUANCE OF A BUILDING PERMIT, INSTALLATION OF TREE PROTECTION FENCING IS REQUIRED FOR LOTS
WITH NEUSE RIVER BUFFER.
16. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING AUTHORITY.
17. CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH
PRIOR TO CONSTRUCTION.
18. RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO RECORDING OF FINAL PLAT.
19. A HOME OWNER'S ASSOCIATION FOR OWNERSHIP AND MANAGEMENT OF OPEN SPACE, BUFFERS AND RESTRICTIVE
COVENANTS MUST BE SUBMITTED FOR REVIEW WITH THE FIRST FINAL PLAT.
20. ALL DOMESTIC WATER TAPS SHALL BE 3/4" TAPS.
21. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLANTING MANUAL FOUND IN
APPENDIX E OF THE TOWN OF GARNER'S LIDO.
22. STREET TREES ARE TO BE LOCATED WITHIN THE PUBLIC STREET TREE EASEMENT. REFER TO SECTION 7.1-L.1A OF
THE LIDO FOR LOCATION OF EASEMENT.
23. ALL OPEN SPACE SHALL BE PRIVATE COMMON OPEN SPACE CONTROLLED BY THE HOMEOWNER'S ASSOCIATION
(HOA).
24. THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR PUBLIC STREET 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 THE TIME OF INSTALLATION.
25. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS ARE FULLY MAINTAINED FOR
REASONABLE ACCESS BY MAINTENANCE PERSONNEL.
SCALE 1 "=60'
0 60' 120'
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SITE PLAN LEGEND
- - STREAM CENTERLINE
0 0 0 0 0 0 0 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
OPEN SPACE AREA
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE
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UTILITY NOTES
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED
RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE
SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A
PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS 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.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL
ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL
SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE
CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE
UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL3/4" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS
THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET
MAXIMUM.
9. 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.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND
&/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE
OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. 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. CONTACT TIM BEASLEY AT [phone] OR [e-mail]
FOR MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE
RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES
SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
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SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
UTILITY LEGEND
PROPOSED SEWER LINE
SAN
PROPOSED FORCE MAIN
F
PROPOSED WATER LINE
8 W
T'
WATER LINE TEE
FIRE HYDRANT
WATER METER
a
REDUCER
®
GATE VALVE.
®®
BLOWOFF ASSEMBLY
\ oti
s
/ 27
\ 29
/ 31 \\ /
SITE PLAN LEGEND
STREAM CENTERLINE
_ u 0 0 0 0 0_ FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
PHASE 2 UTILITIES
TOTAL GRAVITY SEWER:
275 LF
8" DIP:
275 LF
TOTAL WATERMAIN:
1,942 LF
6" DIP:
177 LF
8" DIP:
161 LF
12" DIP:
1,604 LF
16" DIP
945 LF
4" SEWER SERVICES:
47
3/4" WATER SERVICES:
47
5/8" WATER METERS:
47
FIRE HYDRANTS:
10
PHASE 4 UTILITIES
TOTAL GRAVITY SEWER:
2,424 LF
8" DIP:
1,631 LF
8" PVC:
793 LF
TOTAL WATERMAIN:
1,953 LF
6" DIP:
817 LF
8" DIP:
1,136 LF
4" SEWER SERVICES:
31
3/4" WATER SERVICES:
31
5/8" WATER METERS:
31
FIRE HYDRANTS:
5
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................................
ATTENTION CONTRACTORS
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.
NOTE
A TEMPORARY BLOW -OFF ASSEMBLY WILL BE INSTALLED AT
THE PHASE LINE IF PHASE 2 IS COMPLETE PRIOR TO
COMPLETING PHASE 4.
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ASSEMBLY (TYP)
TEMPORARY \ \ `J 8" PVC -
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SCALE 1 "=\ 0'
0 150' 300'
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30' CITY OF RALEIGH /
SANITARY SEWER EASEMENT /
1
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ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
` 1
REMOVE EXISTING BLOWOFF
6� \ 1pHASE 2 1 ASSEMBLY AND CONNECT TO
EXISTING 16" WATERLINE
61 157
n i
TIE TO EXISTING W/L
REMOVE TEMPORARY 'FIRE
BLOWOFF ASSEMBLY 166 \ _ / ASSEMBLY (TYP) /
122 RN
71
� I
6" DIP W/L
I PROPOSED HYDRANT
MH B9 III ASSEMBLY (TYP)
171.
EXISTING MH A27
/ zciI l Iz
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\ \ a�
1
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
FIRE NT
ASSEMBLY(TYP)
I I
6" DIP W/L - -I—
8" DIP O
12"x6" REDUCER 12"x12" TEE 171 i
(3) 12" GATE VALVE I I I
LU
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SCOV��E RD. PROPOSED ASSEMBLYRANT (TYP) / SANITARY SEWER
(TYP) I I - - — - - - — 16"x12" TEE
SEWER TO BE PERMITTED WATER METER TYP I (2) 16" GATE VALVE
/ AND INSTALLED BY KB HOMES 1 (TYP) I (1) 12" GATE VALVE
O H ,Z..W
2 w _ I I PROPOSED HYDRANT I
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��� \ ASSEMBLY (TYP)
12,.w r8" DIP
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\ EXISTING 8" PVC
SEWER TO BE PERMITTED _
127 , i 133 / 1 AND INSTALLED BY KB HOMES _
FIRE HYDRANT / O ' I � 132 1 \ / ti� O 1 — — — —
ASSEMBLY (TYP)�' 181 1 ;
SEWER TO BE PERMITTED
AND INSTALLED BY KB HOMES MH B7 (5')
� I 130 � 1 180
SANITARY SEWER I �\ 1 / / / 179 ' 1 SEWER TO BE PERMITTED
\ / i LANTERAL (TYP) 12"x8" TEE 1 RKCIR . I O AND INSTALLED BY KB HOMES
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\ WATER METER (TYP)
s I I (1) 8" GATE VALVE s 1
\\ \ 1 SEWER TO BE PERMITTED SEWER TO BE PERMITTED
TIE TO EXISTING W/L \ . \ . ' AND INSTALLED BY KB HOMES AND INSTALLED BY KB HOMES
REMOVE TEMPORARY
BLOWOFF ASSEMBLY 2 MH B2 (5')
12"W
12"w
L
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SANITARY SEWER I I
MANHOLE 'I
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/ ' I
PROPOSED HYDRANT i
—� 'ASSEMBLY (TYP)
\ \ PHASE 2
SEWER TO BE PERMITTED P�HiAS-��
AND INSTALLED BY KB HOMES
FIRE HYDRANT
ASSEMBLY (TYP)
109 '
8" DIP I 1 1\
I 108 �
1
I 8" DIP W/L ♦` \
I
WETLANDS,
\ �P/ \\
PROPOSED HYDRANT \ ♦` \
8" DIP\ ASSEMBLY (TYP) \
50' NEUSE
RIPARIAN BUFFER
1
\ ♦ \ 186 \ s \ � \ �
MH \
NOTE
A TEMPORARY BLOW -OFF ASSEMBLY WILL BE INSTALLED AT
THE PHASE LINE IF PHASE 2 IS COMPLETE PRIOR TO
COMPLETING PHASE 4.
SANITARY SEWER SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
MH B9
6.12'
286.12
280.00' (8" DIP)
242' @ 6.53%
MH B7 (5)
MH D1
4.79'
255.71
251.12' (8" DIP) MH D2
250.92' (8" DIP)
263' @ 0.50%
MH B2 (5)
UTILITY LEGEND
SAN
PROPOSED SEWER LINE
no
PROPOSED FORCE MAIN
F i Do
811V
PROPOSED WATER LINE
' T'
WATER LINE TEE
FIRE HYDRANT
WATER METER
Q
REDUCER
®
GATE VALVE.
®®
BLOWOFF ASSEMBLY
SITE PLAN LEGEND
STREAM CENTERLINE
0000000�_ FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
+ + + +
PHASE 2 UTILITIES
TOTAL GRAVITY SEWER:
275 LF
8" DIP:
275 LF
TOTAL WATERMAIN:
1,942 LF
6" DIP:
177 LF
8" DIP:
161 LF
12" DIP:
1,604 LF
16" DIP
945 LF
4" SEWER SERVICES:
47
3/4" WATER SERVICES:
47
5/8" WATER METERS:
47
FIRE HYDRANTS:
10
2"W
i - — — —
12" DIP W/L
12"x6" TEE PROPOSED HYDRANT
(2) 12" GATE VALVE ASSEMBLY (TYP)
(1) 6" GATE VALVE
i 16" DIP W/L
174 I 173 1
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SEWER TO BE PERMITTED
AND INSTALLED BY KB HOMES
I
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PERMITTED
AND INSTALLED
BY KB HOMES
'NEUSE
O
RIPARIAN BUFFER / / 1 ASSEMBLY (PROPOSED TYP) DR
\ \ / 30' CITY OF RALEIGH
SANITARY SEWER
\ EASEMENT
\ I / 8" PVC
I 209 / 210
♦ ` \ MH D13
\ — . \ 8" PVC / /
211 16" DIP W/L 1 1
\ , , 1 1
\ TEMPORARY BLOWOFF
/ ASSEMBLY (TYP)
6"W
� 1
s \ 1 1
MH
SCALE 1 "=60'
0 60, 120'
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
Knew what's below.
Call before you did
ATTENTION CONTRACTORS
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.
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE 160'
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IN
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
NOTE
A TEMPORARY BLOW -OFF ASSEMBLY WILL BE INSTALLED AT
THE PHASE LINE IF PHASE 2 IS COMPLETE PRIOR TO
COMPLETING PHASE 4.
50' NEUSE
RIPARIAN BUFFER
t
t
t �
20' PRIVATE t
DRAINAGE
EASEMENT
i
SITE /
BOUNDARY
/ 191
KARL°�
- RD. I I
MH D7 - . i I FIRE HYDRANT
I ASSEMBLY (TYP)
TEMPORARY BLOWOFF - - . 8" PVC I
ASSEMBLY (TYP) s
SqN - � I I I \
_ r8" PVC
8 c I I MH D4�
SAN
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30 CITY OF MH D5
RALEIGH SANITARY
SEWER EASEMENT
/
/
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Call before you dig
SANITARY SEWER SCHEDULE
STRUCTURE
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
UP
DOWN
MH D1
4.79'
255.71
251.12' (8" DIP) MH D2
250.92' (8" DIP)
263' @ 0.50%
MH B2 (5)
MH D2
5.12'
256.80
251.88' (8" DIP) MH D3 (5')
251.68' (8" DIP)
112' @ 0.50%
MH D1
MH D3 (5)
12.84'
265.96
253.31' (8" DIP) MH D8 (5')
253.11' (8" DIP)
246' @ 0.50%
MH D2
253.31' (8" DIP) MH D4
MH D4
6.43'
262.51
256.28' (8" PVC) MH D6
256.08' (8" DIP)
369' @ 0.75%
MH D3 (5)
257.58' (8" PVC) MH D5
MH D7
7.57'
272.22
264.65' (8" PVC)
249' @ 3.00%
MH D6
MH D8 (5)
12.72'
267.41
254.89' (8" DIP) MH D9
254.69' (8" DIP)
277' @ 0.50%
MH D3 (5)
MH D9
9.66'
265.50
256.04' (8" DIP) MH D10 (5)
255.84' (8" DIP)
191' @ 0.50%
MH D8 (5)
MH D11 (5)
13.52'
271.57
258.26' (8" DIP) MH D12
258.06' (8" DIP)
179' @ 0.50%
MH D10 (5')
MH D12
9.65'
268.33
258.88' (8" PVC) MH D13
258.68' (8" DIP)
83' @ 0.50%
MH D11 (5')
258.88' (8" PVC) MH D14
MH D14
6.02'
266.03
260.01' (8" PVC)
226' @ 0.50%
MH D12
V
MH DI
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1 20' PRIVATE I
DRAINAGE EASEMENT
I I
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188
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FIRE HYDRANT
ASSEMBLY (TYP)
\ \ . r8" DIP
92„w 00VV
i
/
/ FIRE HYDRANT / 12" DIP W/L
ASSEMBLY (TYP) Ak - � _ _ . - . _ . - � � \ /
/ 8" DIP
8" DIP W/L
\
I \ /
/ FIRE HYDRANT
1 / / // \ /�•;y / ASSEMBLY (TYP)
12" DIP W/L \
s ♦ \
MH B7 (5')
12"7,8" TEE
(2) 12" GATE VALVE
8" DIP / 176 (1) 6" GATE VALVE // \
MH D2I
FIRE HYDRANTy
/
ASSEMBLY (TYP) ` / / FIRE HYDRANT
ASSEMBLY (TYP)
8" DIP W/L
O173 /
/
I \ 20' PRIVATE
------� -- ♦` i DRAINAGE
EASEMENT
50' NEUSE
RIPARIAN BUFFER
I I
I 182 I �
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183 I I
FIRE HYDRANT
ASSEMBLY (TYP)
� i KARLOV RD. `
r8" DIP I F-MH D8 (5') r8' DIP
I 1'- - - -
\ MH D3 (6) 8"x6" REDUCER
I I I I
\I I I I I 8"x8" TEE
(3) 8" GATE VALVE
1 �
I I I I I
\��11111 198 199 200 201 202
I I I I I 20' PRIVATE
DRAINAGE
I I I I EASEMENT
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UTILITY LEGEND
SAN no
PROPOSED SEWER LINE
F il no
PROPOSED FORCE MAIN
811V
PROPOSED WATER LINE
' T'
WATER LINE TEE
FIRE HYDRANT
WATER METER
Q
REDUCER
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GATE VALVE.
®
BLOWOFF ASSEMBLY
SITE BOUNDARY
SITE PLAN LEGEND
6"W
WATER METER (TYP) 6" DIP W/L
SANITARY SEWER
LANTERAL (TYP)
I I I
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I I I
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STREAM CENTERLINE
00000000 FLOODPLAIN
WATERCOURSE BUFFER
y W W W W W J WETLANDS
+ + + + + TREE SAVE AREA
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MH D9 - . / E 30' CITY OF MH D14
RALEIGH SANITARY
8" PVC \ / / SEWER EASEMENT /
6•%, \ i NdS -1 / /
� 16" DIP W/L
- - - - - - - - - ` MH D13 i FIRE HYDRANT
9 MH D12 i i / ' ASSEMBLY (TYP)
81, PVC
t /
I \ t \ \ FIRE HYDRANT
206 207 \ t \ ASSEMBLY (TYP)
8" DIP TEMPORARY SFF
SEMB YBLO(TYP) /
I
t \. 140 LF 16" STEEL ENCASEMENT PIPE I I
I 8 DIP \ t` \ INSTALLED BY DRY BORE & JACK 212
30' CITY OF MH D10 (5) TEMPORARY BLOWOFF
RALEIGH SANITARY 8" DIP MH D11 (5') ASSEMBLY (TYP) /
SEWER EASEMENT
/
/
/
PHASE 4 UTILITIES
TOTAL GRAVITY SEWER:
2,424 LF
8" DIP:
1,631 LF
8" PVC:
793 LF
TOTAL WATERMAIN:
1,953 LF
6" DIP:
817 LF
8" DIP:
1,136 LF
4" SEWER SERVICES:
31
3/4" WATER SERVICES:
31
5/8" WATER METERS:
31
FIRE HYDRANTS:
5
r•
SCALE 1 "=60'
0 60' 120'
0
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
ATTENTION CONTRACTORS
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.
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DATE
10/10/19
D RAW N BY
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DESIGNED BY
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CHECKED BY
K. ROBERTS
SCALE 1 60'
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SHEET NO.
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SEWER TO BE PERMITTED
AND INSTALLED BY KB HOMES
--—— — — — — —'
lol-
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SEWER TO BE PERMITTED I l l i / I / // / / //1/ l / // / I
I \ -
AND INSTALLED BY KB HOMES
__ = NEW BETHEL CHURCH ROAD ` \ \ / / / i /y \ _ _ _
- - _ _ _ - - - \ \ 1 _ /- , EXISTING CULVERT / I - �,-� =� r — % '� / +p0
__-- NCSR2703-60'R/W ==\• �\ \_� - \ �--I--
_� _ _ SEWER TO BE PERMITTED 60" CIVIP_ _ -
- FIRE HYDRANT - -
_ - - - - - - - - - - - - - _ — / _ _ _ - > %' J r �, AND INSTALLED BY KB HOMES 16"x12" TEE , 38 LF @ 1.96% r r� l s l�� _ - - - -
--- --. _ --- _ _ - _ _ ---- �i ASSEMBLY(TYP) - i- I — 30+0=,
00 (2)16 G.V. _� `\ ,ICI--__ % / _TI'
19+00 -20+ - -- --- �- 22 _ �,� \ 16"DIP W/L — - --_\ rr =--_ - _ - -
'--__--_ - - -�- - 21+00 _ - - -+00 _ _ 1 _ 23 0 \ \\ \ 12" G.V.` -� \ \ 2g+�DO� �� - TEMPORARY
\ _ / _ _ LI-' % i� BLOWOFF
_---� ----- / ---- 24+ _ - - +0 Oa\\\ \ +00 _ 28+00�� I -- -
- - - - - - _ _ \ - 1- 1 ! _ ! ASSEMBLY
—_ —
EX.24"RCP
_---_--_ EX. FES400=�=
It
_ _ _\ _ REMOVE EXISTING BLOWOFF ASSEMBLY I ` I I _� EX. 15" RCP \ _ _ \
,-._.- _ _ _ EX. CB411 , / \ y\ / I'.I I I , 16 DIP W/L
AND CONNECT TO EXISTING 16" WATER LINE ' -2s5 - - - - - % -—
/ 16" DIP W/L / 2so I I EX. CB 412 \ 1 CB 405 _ / / I \ / /
EX. 24 RCP / , \ \ I.1� FIRE HYDRANT `
I / I / \ / %•�I ASSEMBLY (TYP)
EXISTING 16" DIP W/L \ I FIRE HYDRANT I I I I EX. 15 RCP I EX. CB 404-
�
( )
N \ ASSEMBLY TYP I I I li I I I I
/ I I 1 I I EX. CB 406 1 EX. CB 401
——__---------�\�� � �LLII \ /I I / /I I I I I I I I� 611�11 I I� I EX.�24"RCP I I 117 N 1 /Q� �// / ///� II II/ I�/%�!•/ / ///%\ \ �� __
Q Q �� I , I I II I 24" RCP I II I I I I �I 1 I I N 1 I I-------
/\\�_-_ I I 1 it ti /l / /I / // // 111 � � � A�I�II�� \ \• \
—
\ 170 171 I ' I I j<
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W 1
SEWER TO BE PERMITTED
1> 1 I AND INSTALLED BY KB HOMES I � / \ 1 , / 1 1 I � r I r (1 1 1 I \ •\ \ - \ - - _ - -
_ 68 / I II I i I I ��O I II 1�/ / / ) I 11111 1 I \ \\\\ \ _ — }� —
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300
295
290
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NEW BETHEL CHURCH ROAD PLAN & PROFILE
HORIZ SCALE- 1 "=50'
VERT SCALE- 1"=5'
REMOVE EXISTING
BLOWOFF ASSEMBLY
AND CONNECT TO
EXISTING 16" WATER LIN
FIRE HYDRAN
------
ASSEMBLY(T P)
-
-
\
EX. CB 411
TOP 291.37
E
X. CB 412TOP
\
\ INV OUT 287.00 (411-41
'
279.37
36" MIN.
�
INV IN 276.00 (411-412)
EXISTING 16" DIP W/L
\ EXISTING
C/L GRADE
INV OUT 275.8 (412-406)
EXISTING GRADE
\
(C/L OFFSET RIGHT 35')
EX. CB 06
TOP 27 .37
16" DIP
/L
\
INV IN 272.60 (403-406)
\
INV IN 273.20 (412-406)
\
\
INV OUT 272.40 (406-401)
EX. CB 401
TOP 277.37
\
\ \
INV IN 272.20 (406-401)
\
INV OUT 272.00 (401-404)
\
\
EX. CB 404
EX. 183 LF
\
TOP 73.96
/
INV IN 27U.bU (4UI-404)
INV OUT 270.30 (404-405)
15' RCP
@ 6.00%
IRE HYDRANT
EXISTING GRADE
ASSEMBLY (TY)
(C/L OFFSE RIGHT 35')
18" MIN.
EX. CB 405
\ TOP 269.59
O
• /
/
\ INV IN 264.70
(404-405) /
/
\ INV OUT 264.50
(400-401) FIRE HYDRANT
/
ASSEMBL (TYP) /
EX. 37 LF
15" RCP
\
\ \
/
EX. FES 400 /
@ 6.95%
\
/
16"x
2" TEE
\ EXISTING C/L GRADE
(2)
6„ G.V. I
\ -�
TEMPORAR
2" G.V.
X. 32 LF 18" 1
— _
EXISTING CULVERT
BLOWOFF
ASSEMBLY
4" RCP
E 0" CMP /
16" DIP W/L
0.62% EX. 82 LF 36"
IN. \
24" RCP
'
EX. 39 LF @ 6.86% EX. 56 LF
24" RCP _ „ DrID
VERTICAL ELL 4 °VERTICAL EL
45
36 MIN. 16" DIP W/L
5° VERTICAL ELL
45° VERTICAL ELL
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O
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N N
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20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
305
300
295
290
285
280
275
270
265
260
255
250
245
O
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N
31+00 31+50
A TEMPORARY BLOW -OFF ASSEMBLY WILL BE INSTALLED AT
THE PHASE LINE IF PHASE 2 IS COMPLETE PRIOR TO
COMPLETING PHASE 4.
Know whars below.
Call before you dig.
5
0�
0
PROFILE SCALE
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
r_,1�jI:[•]VPATAN1[•]►0r•ZK•]►[►�1:1910
DATE
ATTENTION CONTRACTORS
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
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE
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V:1"=5'
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PHASE - _ - !
\ I 1 \ 1
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f \ i l \ \ f /l \ \ \ \ �\ \ ' '/ \ \ \ \ \ \ ✓ �// l I 1 \ \ \
\16
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TIE TO EXISTING GRADE OA , 6 \ \ 2gp
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139 \ \ \ \ 1 1 \ I - - --_- 1 IIII \ �-
\2$6 - - - - - EX. CB 411
165a;
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�to/ 1 1 \ / \ ---- - 284 170 ` _ _ I / i //A�11 Ilbj/ /
15" RCP
124 //�.` / ` \ T/A/ / EXISTING STORM DRAINAGE �\ \ \ \ / I ��9 I \O 1 \ - _ _ _ CB - CB410
409 EX. 15" RCP
n -I
\ \ 1 I ilk \- � ����� // //�� � �G /\ \�\ \\ 117 \� \ / / / / / / I CB510 \ \ � /--.�-r---- / �
�j` \/\ \/�/ `� \ �� , .yam \ \ \ \\ \ \ �_ / / i / / / / - - I �Oo CB 509
- - - -
101-
1 TIE TO EXISTING GRADE.
132
257 �26� 129 / 130
N-
EXISTING STORM DRAINAGE
\ %R C\R• _ o
`EFORTEPA- _ci-
259
2B 504
-
/
_CB503
260 _ \l\\i...................
�
NCDOT 838.40 _ -
1 REINFORCED-
\ CONCRETE
ENDWALL
c
m - \ - PLUNGE POOL WITH FRENCH CLASS 2 \ _
\ DRAIN TO OUTLET RIPRAP \ 100 YEAR BACKWATER: 246.23'
D50 = 14"
\\ ;
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CB 1002 _ 5 1 �
/ �� - \ \ \ \ _ _ _ - - PLUNGE POOL WITH FRENCH
z / / / / / \� �/ /i / - - - - \ \ _ - DRAIN TO OUTLET
J - = i / / / / \ i - - - - - - \ _ (SEE DETAIL ON SHEET C7.8) CP 1 - ' - ' ' ♦ -
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STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
EX. CB 401
5.37'
277.37
272.20' (24" RCP) CB 406
272.00' (24" RCP)
39' @ 3.89%
EX. CB 404
CB 402
4.51'
279.21
274.70' (15" RCP)
32' @ 0.62%
CB 403
CB 403
5.70'
279.20
273.70' (24" RCP) CB 408
274.50' (15" RCP) CB 402
273.50' (24" RCP)
122' @ 0.74%
EX. CB 406
EX. CB 404
3.66'
273.96
270.50' (24" RCP) CB 401
270.30' (24" RCP)
82' @ 6.86%
EX. CB 405
EX. CB 405
5.09'
269.59
264.70' (24" RCP) CB 404
264.50' (24" RCP)
56' @ 1.78%
EX.FES 400
EX. CB 406
4.97'
277.37
272.60' (24" RCP) CB 403
273.20' (15" RCP) CB 412
272 40' (24" RCP)
32' @ 0.62%
EX. CB 401
CB 407
4.04'
279.04
275.00' (15" RCP)
29' @ 0.69%
CB 408
CB 408
5.04'
279.04
274.50' (18" RCP) CB 410
274.80' (15" RCP) CB 407
274.00' (24" RCP)
43' @ 0.71 %
CB 403
CB 409
4.08'
283.08
279.00' (15" RCP)
29' @ 1.03%
CB 410
CB 410
5.08'
283.08
278.70' (15" RCP) CB 409
278.00' (18" RCP)
113' @ 3.09%
CB 408
EX. CB 411
4.37'
291.37
287.00' (15" RCP)
183' @ 6.00%
EX. CB 412
EX. CB 412
3.57'
279.37
276.00' (15" RCP) CB 411
275.80' (15" RCP)
37' @ 6.95%
EX. CB 406
EX. FES 400
2.79'
266.29
263.50' (24" RCP) CB 405
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB 501
5.83'
259.73
254.10' (30" RCP) CB 503
255.15' (15" RCP) CB 502
253.90' (30" RCP)
174' @ 6.28%
FES 500
CB 502
4.08'
259.58
255.50' (15" RCP)
34' @ 1.04%
CB 501
CB 503
5.67'
261.37
255.90' (30" RCP) CB 504
255.70' (30" RCP)
130' @ 1.23%
CB 501
CB 504
7.69'
264.79
257.30' (30" RCP) CB 505
257.10' (30" RCP)
144' @ 0.83%
CB 503
CB 505
7.95'
265.45
258.00' (24" RCP) CB 506
257.50' (30" RCP)
40' @ 0.50%
CB 504
CB 506
5.99'
270.79
265.00' (24" RCP) CB 507
264.80' (24" RCP)
192' @ 3.55%
CB 505
CB 507
5.70'
274.90
269.40' (24" RCP) CB 508
269.20' (24" RCP)
137' @ 3.06%
CB 506
CB 508
5.71'
276.31
270.80' (24" RCP) CB 509
270.60' (24" RCP)
93' @ 1.30%
CB 507
CB 509
5.13'
276.33
271.95' (15" RCP) CB 510
271.95' (15" RCP) CB 511
271.20' (24" RCP)
32' @ 1.25%
CB 508
CB 510
4.14'
278.14
274.00' (15" RCP)
39' @ 5.29%
CB 509
CB 511
4.17'
278.47
274.30' (15" RCP)
143' @ 1.64%
CB 509
FES 500
2.88'
245.88
243.00' (30" RCP) CB 501
LU
TZ
/ -
` - -CB 511 SCOVI�L - - _ - - - - _ EX. CB 412 / / // /
CB 408 - - _ _ - -/L-- - �/
\- _ _ _EX. 15" RCP
- - - - - -CB 407"\280a - EX. CB 406 t / / \ z
cn
2g0 - ---- - -----_ __ _ 24"RCP - J
_ si
-CB 403 EX. 24" RCP 1\ // \ rn _L M \ \ \\
�.
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1
--CB 402
/ - - - - - - � - _ - - _ - � I - - - .STORM DRAINAGE _
---- - - - - -280. ----- I EX. CB401
EX.24"RCP
173 -
EX. 24" RCP 1 \ \
CB405
EX., 4.
X.24' RCP-
--�--EX.FES 400'\
H6tiSE4�
30
PLUNGE POOL WITH FRENCH - \ \ \ \ \ _ _ _ - SAN TAORY SEWER An'
1 1111 \ I I
DRAIN TO OUTLET - - \ \ \ \ EASEMENT • �Ii11I I 111\\ v' IIII I t --
- (SEE DETAIL ON SHEET C7.8)
�y ♦ _FES 300
50'NEUSE-
' RIPARIAN BUFFERS
/\\\11 \\ \\
24" RCP \\\\ \\\\\
/ \ \ \
WETLAND/0210
S �` / / / / \ I / // / I / // /\\\\
\
1
\ � � ♦ \ \ i t I l \ \) / / /
�' \ � \\ - C- / I / / / ,- \\`\ , III I\I + \\\•
48" RCP \ CB 301- 211
o /
cL ♦ \ I , / 1 \ \\I \ I I I 1 \ \
'�\♦� \ - - - 268 ,CB 303 CB 304-212 1 / \ ! - 1\\ \\I /�,�
•
Know what's below.
Callbefore you dig.
SCALE 1 "=60'
NOR
0 60, 120'
GRADING AND DRAINAGE NOTES
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM SEWER.
2. ALL STREETS UNDER CONSTRUCTION DURING ALL PHASES SHALL BE
CONSTRUCTED, DESIGNED AND MAINTAINED FOR ALL WEATHER
DRIVING CAPABILITIES. THIS SHALL ALSO INCLUDE THE FOLLOWING:
3. ALL STREETS SHALL BE TEMPORARY OR PERMANENTLY LABELED WITH
MINIMUM LETTERING OF 4" IN HEIGHT.
4. EVERY RESIDENTIAL LOT UNDER CONSTRUCTION SHALL HAVE A
NUMERIC ADDRESS OF AT LEAST 4 IN. IN HEIGHT.
5. CLEAR STREET WIDTH OF 20 FOOT WIDTH. THERE SHALL BE NO
STORAGE OF CONSTRUCTION MATERIALS OR WORKERS PARKED
HINDERING EMERGENCY VEHICLE ACCESS.
SITE PLAN LEGEND
STREAM CENTERLINE
00000000 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W WETLANDS
L W W W W W•
+ + + + + TREE SAVE AREA
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
CITY OF RALEIGH
ATTENTION CONTRACTORS
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.
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE 160'
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PLUNGE _ _ ♦3 \ PLUNGE POOL WITH
FRENCH DRAIN TO OUTLET �\ \ \ \\ \ \� _ _ �. \ �� \ \ 18 \ \ \ \ \ \\ \ O\ \ \ \ \ \
(SEE DETAIL ON SHEET C7.8) 4
�
265- . \ \ , 279 \ Q _ r \ C
\ �
- _ � _ -_ � � _ - _ _ - - _ - _ _ - - \ � \ \ ` - \ 1 1 \ \ \ \ \ \ ♦ \ \ \ REINFORCED \ \ 259 mar \ \ - - - - - - - I \ \ \ \ \ \� � � \� \ % ��
50' NEUSE 1 \ \ \ \ ' - \ CONCRETE \ \ ?y. \ \ \\ _ _ - - 270
RIPARIAN BUFF _ -
ER \ \ \ \ \ \ ENDWALL \ \ ` 260
INV OUT: 238.00'
16.5'x55'x36
- _ - - - - - - -
el
_ - - - - - \ \ r \ \ \ 1 1 I , \ FES 1000 0 NCDOT 838.40 -REINFORCED ` - \ \ /- - - _ _ - ` _ - - - _ _ ��_ \ _ \ 2
s _ \ \ \ \ 1 / / -_- - - - 97 LF \ - _ = \ - - - - - _ - \ = _ - \ > \ \ \ �\ TIE TO EXISTING
, \ \ \ \ 1 ( I 1 �/ PLUNGE POOL WITH CONCRETE ENDWALL \
_ - - _ STORM DRAINAGE
- - - - - - _ \ \ \ 1 1 `\ \ \ I / ,�/ / / - _ _ FRENCH DRAIN TO OUTLET \ \\ \'\ �\ \ \ - -_ -_ _ \ \ \ \ \ \
\ \ \ \ \ 1 ( 1 / - - - _ - 72" RCP . \ \� \ \ \ \ \ /
\ \ / INV IN: 239.00' �\
- - - (SEE DETAIL ON SHEET C7.8) @ 1.04% n
NV IN: 238.00 I'
\ 1 1 1 -CB 1002
'• � . � � � \ � \ \ �
-� - _ T i.I 15" RCP \ 100 YEAR BACKWATER: 246.23'
PLUNGE POOL WITH
FRENCH DRAIN TO OUTLET ( I I I I I I \ \ \ / - - CB 1003
/ (SEE DETAIL ON SHEET C7.8)
FEI S1 200/7
/ /1 I - _ ♦ \ \ I 1 (I I I II 1 \ \ I I // / / _' N- \ / / 8I � WET�LANDS - - - / __- - - -'_ ,, _ \ \ ��\ \ \ ♦\ ` \\ `\ \,� \ 173 \\ ✓
- _ _ ' - _ ♦ \ PLUNGE POOL WITH \ \ \ \ \ \ \ \ \ \ \ \ \ \\
I o I I , , \ I I \ \ � 8 / / / ♦ FRENCH DRAIN TO OUTLET
(SEE DETAIL ON SHEET C7.8)
l
/ / -\ \� 1 i 0 / / / 184�'-\ \ \ \ \ ♦ / i/ \ I I I \\ \ \\\ \ 1 / 1 I /'
it
TW WALL DESIGNED BY OTHERS \ �\♦ \ \ \ \ \ \ 1 1 / 188 / , \ I co I 1 1 / i i - - \ - - - - - -♦ \ - _ - _ _ I =�- �' z \ \ \ \ \\\ 1 / /I I / r //
I I I I I 1 11 1 .264.17'i
( / ' I I �' / 1 255.01' \259.17" \ \\ ���♦b \ u. \ I I \ I I I / / / / _ - \ \ \
NCDOT 838.27 ♦ - \ \ _ - \\ \ \ \I \ \ �,rrl ,'// /' � 260
, cr \ I - - - I - / \ \ \ \ REINFORCED
CONCRETS
INV OUT: 248.00' \ I I \ ♦ \
� �_�,����� �♦ p \ \ \ \
38.8012'x32'x26" NCDOT8
265 CLASS 1 EINFORCED I I 1 II ENDWALL\
\
/
CONCRE10.5'x28'x26"
TE I
/
\
DWA/ LIL i1 1 1 II I1 I I1 I \co` 1 CLASS 1 \ l ♦ \ I - - 21
'RLO�N RIPRAP
CB1004
/
D50 = 10" � I♦ I I // � � ' \��/ - - - � �\\ \ \\��` `/ / �/ \\ \\
@ 0.93% _
\ / . 30' CITY OF RALEIGH v �j /r / l 11 I� I I l \
KARLOV RD. \ / / \ \\\
I
_ / / \ \ SANITARY SEWER
' 15" RCP 26S ' - - I I I I I _ = 24'
_ I 4 / EASEMENT
N
VMIOX
CB 301 _ _
l/lamifrrf \ \
/ _ \ / ✓ I
U 2
CB 302
1 1 / I y� / I 2 I CB 206 / `t °L f `L - _ _ - 6 �\ \ \ ♦ \ S . I U \ P , / / / 210 _ �\ c I 1 \
RCP /N
CB \ - _ 1
270 - CB 202 CB 205 y CB 303 I 1 / r,� / / i ' i \ \ \ �• ' 1 / / lI/ I I \ \
CB 1005 \ i / _ - _ _ \ CB 304
I I \ \ \ /
1INV IN: 248.80' I/Y\ 267 A' / \ l l I /
265 i � / / / i I I / / \ i � _ i I I 1 i► / / / i NCDOT838/.'2� 1 �- i ®\r \ \\ \ \ i \\ \ \ \\\\�\\� TE \\ \ \\\�\\\ �� \\ \ \ \�l\ \l \ \\\ �1i\1 ♦II I II� II\ \/
/ / 265 �/' i/ I1I1I 1I1l
RETE
\ NCDOT 838.27 2619REINFORCED --- REIN, OCED
EDWALL270 CONC
9g/ 269 ENDWALL
\\
\\\ \\ \\ \ \\
1
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' / \\I\ ` \ �!�\ \ /' / /� 0
\ \ L CLASS B / �
V / / / / � / 1 1\� \\\ \ ` 1 2' // 212
RIPRAP , I / i / / i / i i \ i / / / / i - I III �I / / / I I
\ Y �� ' / / / _ 1 I I I I\I / / / / / / \ II
77
------------
Ir
1 1 0 \�� / / \ / � / .28 % � �\I I \ J
30' CITY OF RALEIGH / / / / / \ \ \ / / / / / ) I /
SANITARY SEWER 1 I I 1 1 100 YEAR BACKWATER: 253.39' / / ' , ' / / \ \ \ / / / / ) I l I \ i / I I / \ \
/ \ \ + / / / _ _ / / / / / 11 j I / 100 YEAR BACKWATER: 231.23' //
/ EASEMENT
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STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB 201
11.34'
263.86
252.72' (24" RCP) CB 202
252.52' (24" RCP)
190' @ 0.80%
FES 200
CB 202
10.83'
263.87
253.54' (18" RCP) CB 204
259.04' (15" RCP) CB 203
253.04' (24" RCP)
32' @ 1.00%
CB 201
CB 203
5.29'
266.69
261.40' (15" RCP)
79' @ 3.00%
CB 202
CB 204
6.62'
261.65
257.05' (15" RCP) CB 205
255.04' (18" RCP)
187' @ 0.80%
CB 202
CB 205
4.55'
261.65
257.30' (15" RCP) CB 206
257.10' (15" RCP)
5' @ 1.01 %
CB 204
CB 206
4.05'
261.65
257.60' (15" RCP)
32' @ 0.94%
CB 205
FES 200
N/A
253.38
251.00' (24" RCP) CB 201
STORM DRAINAGE SCHEDULE
STRUCTURE HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE
UP DOWN
CB 301 5.27' 264.77 260.00' (18" RCP) CB 303 259.50' (24" RCP) 151' @ 2.32% FES 300
260.25' (15" RCP) CB 302
CB 302 4.70' 265.50 260.80' (15" RCP) 67' @ 0.82% CB 301
CB 303 4.52' 264.77 260.50' (15" RCP) CB 304 260.25' (18" RCP) 32' @ 0.78% CB 301
CB 304 4.12' 264.72 260.60' (15" RCP) 6' @ 1.76% CB 303
FES 300 N/A 258.38 256.00' (24" RCP) CB 301
STORM DRAINAGE SCHEDULE
STRUCTURE HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE
UP DOWN
DI 1101 4.20' 265.70 261.70' (24" RCP) DI 1102 261.50' (24" RCP) 71' @ 1.42% FES 1100
DI 1102 4.00' 268.00 264.00' (24" RCP) 283' @ 0.81 % DI 1101
FES 1100 262.70' 262.88 260.50' (24" RCP) DI 1101
STORM DRAINAGE SCHEDULE
STORM DRAINAGE SCHEDULE
STRUCTURE HEIGHT TOP INV IN INV OUT OUTLET PIPE STRUCTURE
UP DOWN
DI 1101 4.20' 265.70 261.70' (24" RCP) DI 1102 261.50' (24" RCP) 71' @ 1.42% FES 1100
DI 1102 4.00' 268.00 264.00' (24" RCP) 283' @ 0.81 % DI 1101
FES 1100 262.70' 262.88 260.50' (24" RCP) DI 1101
STORM DRAINAGE SCHEDULE
STORM DRAINAGE SCHEDULE
STRUCTURE
UP
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
DOWN
CB 1001
8.13'
255.93
248.00' (24" RCP) CB 1003
248.55' (15" RCP) CB 1002
247.80' (24" RCP)
47' @ 0.64%
FES 1000
CB 1002
7.03'
255.93
248.90' (15" RCP)
32' @ 1.09%
CB 1001
CB 1003
8.20'
256.70
249.00' (18" RCP) CB 1004
248.50' (24" RCP)
78' @ 0.64%
CB 1001
CB 1004
6.95'
264.55
257.85' (15" RCP) CB 1005
257.60' (18" RCP)
221' @ 3.89%
CB 1003
CB 1005
4.68'
265.68
261.00' (15" RCP)
64' @ 4.93%
CB 1004
FES 1000
N/A
252.88
247.50' (24" RCP) CB 1001
APO
SCALE 1 "=60'
0 60 120
GRADING AND DRAINAGE NOTES
SITE PLAN LEGEND
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM SEWER.
2. ALL STREETS UNDER CONSTRUCTION DURING ALL PHASES SHALL BE
CONSTRUCTED, DESIGNED AND MAINTAINED FOR ALL WEATHER
DRIVING CAPABILITIES. THIS SHALL ALSO INCLUDE THE FOLLOWING:
3. ALL STREETS SHALL BE TEMPORARY OR PERMANENTLY LABELED WITH
MINIMUM LETTERING OF 4" IN HEIGHT.
4. EVERY RESIDENTIAL LOT UNDER CONSTRUCTION SHALL HAVE A
NUMERIC ADDRESS OF AT LEAST 4 IN. IN HEIGHT.
5. CLEAR STREET WIDTH OF 20 FOOT WIDTH. THERE SHALL BE NO
STORAGE OF CONSTRUCTION MATERIALS OR WORKERS PARKED
HINDERING EMERGENCY VEHICLE ACCESS.
STREAM CENTERLINE
00000000 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W WETLANDS
L W W W W Y •
+ + + + + TREE SAVE AREA
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.
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE 1 60'
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\I \\`\(\\ \ �\ �` \\ 1 \ \ ��i�/ ♦ � 1 11 I I \ \ ------ � \ llll lil\\\\�S`\\��
1 \ \ \\'\`\
\ \
STOCKPILE MAINTENANCE PLAN/CONSTRUCTION ENTRANCE CONCRETE
\
/ °� 1 \ \ \� \ / _ -' ` \ �� '► \ \ 1 1 \ \- _ ` - - - - \ II ` I \ 11 I\ ego\ \ _ -
I 1 \ \ \ \ WASHOUT
1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN I I I \ 1 1 \ \ \ \ �'I \ \ STATION
AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC. -
I Ilk-
2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST CID\ \ 1 _ - _ _
\ \ / 1 1 - _ I r
NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE. ® \ _ / 1 lllq/ ,285\
i//i \ \ 1 \ i� �- I II I \ \
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE. 1
--
4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL).40
J
STREAM CROSSING CONSTRUCTION SEQUENCE GROUND STABILIZATION ;\ `\ `\ /'� `\ \ / \� ,55
\ / \ \
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
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
14 DAYS
NONE (EXCEPT FOR PERIMETERS
WITH SLOPES
AND HQW ZONES)
FLATTER THAN 4:1
"'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)
jo
_/----'--- - - - - -
-
EXISTING STORM DRAINAGE _ _ _ \ \ _ - - - - / / / / / I \ \ \ \ \ / - - - _ _ / I
l �/ / //��� ®i ��\ �65. \ ---' � ///7/ / / 1 I ��---------___
\ LIMITS OF DISTURBANCE - \
-27
--- ----sty ' \ _ -- ----- CONSTRUCTION
126
SILT FENCE _ _ ®--/ /� �' i�' /' ' < _ - _ - - - - _ _ _ __ - - - - _ - - _ - _ ENTRANCE
\ I i 126 , / OUTLET (TYP) / / / �� \J \ L _ - /�� _ _ _ - - _ _
_ / - - - - - - - -
_ - - - ' - - - - - - - - - - - - - - - - /�i / - I/ / / I � */
\ \ - - SILT FENCE (TYP) / / / / / / / / / / \ \ / / I I \ \ _ - - - _ - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - \w = m
- - - - - _SEDIMENT BASIN #1 _ - - - - - - - - - - _ _ - - - - - - - - - - - - - - - / x % - / / /, / I\ rn \ \ \ \
CONCRETE , - ' ' / / / / / l l \ \ \ - - / - - - - - - - - - - - - - - _ - SILT FENCE - _ _ - - - - - - _ _ - - - _ / / y I - ✓ / //
WASHOUT i STOCKPILE / / / / / / / , / I \ \ \ _ - - - / - - - _ BAFFLE (TYP) -
_ _ - - - - - - - -
AREA / � � / / - - _ - _ - -
STATION / / /
,/�/
\ \ / [CONSTRUCTION ENTRANCE / ' / / \ - - - 2�ARMOR BASIN ENTRY SLOPES - _ - - /_----'-- - - - - - - - - - - - - - WITH NAG C350 OR RIPRAPCONCREEt \ � // / i i / 1
11 i - - _ _ - - - - - - 265 - - _ _ - _- _ _ - _ WASHOUT
ION
CHECK DAM (TYP) \ \
EXISTING STORM DRAINAGE �' ! ' / 1 1 / / \ \ \ _ _ _ - - _ - - . _-_ - _ - _ _ - - -
� � / \ \ \ � - - � ' � _ _ _ _-- - - - - - - 260_ - - � _ _ _ _ - - - - - - - - - � LIMITS OF DISTURBANCE
Ili \ / \ \ \
\ \ \ \ \ \ _ - - - - - ' - - - _ - CHECK DAM (TYP) l \
DIVERSION \ _ \ _ - / / _ _ _ _ _ - 1
DITCH #4 \ \ \ \ \ \ \ \ \ \ - - - \ - - _ _ - / ' / ' - - - _ DIVERSION _ - - - - _ , ' - -_ - - _ - - - _ _ _ 1 \ I r 1 \ I 1 1 1 \ \ \
DIVERSION
DITCH #2 - - - - - - l� - - - - _ - - _ SILT FENCE TYP - DITCH #1
-- - --
I I \ \� \\ \ \\ \\ \\\ \\ \ \\ - _-__'/' ' �- ��------- ----- - --
\^ 11II /II�JIIN I 1 \
CHECK DAM (TYP) - - �255 - . _ - UN ti M \
\ \ _ - / / i- - _ _ PLACE SILT FENCE
/ y , / / I I l \ \ \ _ \2SS \ \ SILT FENCE _ - - _ - / - - - - - / - _ - - - i - , SILT FENCE �- -
J - _ � / /♦ POSTS 4' APART - \ I I 1
\ - - - - _ _ / / ARMOR BASIN ENTRY SLOPES - /� / OUTLET
\BAFFLE (TYP) , � - - - _ _ _ � .� � � � / % - / � ' - � ALONG BUFFER AREA
� / / / � � - WITH NAG C350 OR RIPRAP-
/ ARMOR BASIN ENTRY SLOPES _ \ \ \ \ _ - _ _ _ J / y5 �r■\�C \ _ - \ _ _ - -
SILT FENCEWITH NAG C350 OR RIPRAP _ - - _ _ - / / / / - - - - _ 2 �\ 2" SKIMMER / �6 X, 4.5 xl2" CLASS A RIPRAP \ \ \ _ \ \ \ \ \ CHECK DAM (TYP)-
k\7\ \ \ \ CHECK DAM TYP - _ - _ _ \ -
1 i OUTLET (TYP) ♦ \ _ _ - - _ \ \ (TYP) ' ` 2" ORIFICE _
� � � / �� � SILT FENCE \ \ I I 1
�\ _ _ _ _ CHECK DAM (TYP) DIVERSION - \ \ \ / / _ - - - - _ / OUTLET TYP
RIPARIAN BUFFER \ \ DITCH #3
.. / _ - - -1 \ / - \ - ` \ \
/ � \ \\ \ \ .. ' "I' / ' �� _ J \ _SILT
CHECK DAM (TYP) , .� S - _ - _ - - _ - - - - - - _ _ - - - - \ _ SILT FENCE (TYP) -- - _ _ r k `C'\ \ OUTLET TYP \ \ \
- - N- _ - - - - ' - LIMITS OF DISTURBANCE PLACE SILT FENCE - ( )
_ -- _
♦s ARMOR BASIN ENTRY SLOPES �S 2Sp _ _ TEMPORARY EROSION - \ \ _ - - - _ - - - - _ - POSTS 4' APART
WITH NAG C350 OR RIPRAP ,AA \`�!: _ - _ CONTROL BLANKET - \ _ _ _ _ _ _ _ _ - - - OUTLET TY -
` \ _ - - - - \ \ p) .� \ ALONG BUFFER AREA SEDIMENT h 111� al \ \
ASI
LIMITS OF DISTURBANCE f� �\ ` II \ 111 I \ \ \ \
SILT FENCE (TYP)
FENCE - � -
\ POSTS 4' APART
-245 \ - ALONG BUFFER AREA
24
\ 6'x4.5'x12"-
\ . CLASS A SEDIMENT BASIN #2
\\ RIPRAP 2" SKIMMER
2" ORIFICESILT FENCE
\ \ OUTLET (TYP) PLACE SILT FENCE \\ \POSTS
Al C)N(; RIIF
FF RARFA \ \ -
- _ - "TEMPORARY 1
ATTENTION CONTRACTORS
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.
CONSTRUCTION SEQUENCE
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.
STOCKPILE DESIGN CRITERIA
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 SETBACKA 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 LIDO 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).
PUMP -AROUND T/
\01
Know what's below.
Callbefore you dig.
MAINTENANCE PLAN
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.
SKIMMER SEDIMENT BASIN DESIGN
BASIN
DRAIN. AREA
DIST. AREA
C
Q10
S.A. REQUIRED
S.A. PROVIDED
VOL. REQUIRED
VOL. PROVIDED
BOTTOM ELEV.
WEIR ELEV.
WEIR LENGTH
SKIMMER SIZE
ORIFICE DIA.
(AC)
(AC)
(CFS)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(IN)
(IN)
1
5.83
5.83
0.50
21.51
9,358
10,124
10,494
17,928
260.00
262.00
30
2.0
2.0
2
7.23
7.23
0.50
26.68
1 11, 605
11,612
t 13, 014
20,415
253.00
255.00
30
2.0
2.0
WETLANDS
SITE PLAN LEGEND
SCALE 1 "=60'
0 60' 120'
DISTURBED AREA = 29.00 ACRES
GENERAL NOTES
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.
0 0 0 0 0 0 0 0
WATERCOURSE BUFFER
WETLANDS
TREE SAVE AREA
EROSION CONTROL LEGEND
---------- LIMITS OF DISTURBANCE
1E 1E SILT FENCE
__>OE HOC TREE PROTECTION FENCE
DIVERSION DITCH
POROUS BAFFLES
® STANDARD GRAVEL
INLET PROTECTION
® SILT FENCE OUTLET
SKIMMER
RIPRAP OR WATTLE
CHECK DAM
NCDENR SELF -INSPECTION PROGRAM
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. NCDEN R.ORG/WEB/LR/EROSION
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
CITY OF RALEIGH
BASIN REMOVAL SEQUENCE
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.
CHANNEL SCHEDULE
LENGTH
DA
C
110
Q10
SLOPE
DEPTH
SIDE SLOPE
VELOCITY
TEMPORARY LINING
NAME
(FT)
(AC)
(IN/HR)
(CFS)
(FT/FT)
(IN)
(H:V)
(FT/S)
DITCH #1
450
3.83
0.50
7.38
14.13
1.0%
18
3:1
1.69
NAG S75
DITCH #2
150
0.63
0.50
7.38
2.32
1.0%
18
3:1
0.66
NAG S75
DITCH #3
400
1.41
0.50
7.38
5.20
1.0%
18
3:1
1.00
NAG S75
DITCH #4
1 100
0.86
0.50
7.38
3.17
1.0%
1 18
1 3:1
1 0.78
1 NAG S75
0
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DATE
10/10/19
D RAW N BY
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DESIGNED BY
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GROUND STABILIZATION
ATTENTION CONTRACTORS
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.
\SEDIMENT BASIN #1 \ \ \
♦ TEMPORARY EROSION - _ �� R� \ \ \ \ \ \ \ \ \ \ \ - - _ _ _ - - - - \ \ \ \ \ \ \ \ \
CONTROL BLANKET - _ \ \ \ \ \ \ \ \ \ \ \ \ - - - - _ - - - \ \ \ \ �� \ \ \ \ •
SILT FENCE (TYP)
\\
DIVERSION 0
DITCH #2 \ \ \
\ \ \\ \ \ \ \ \ DIVERSION
DITCH #3
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.
PLACE SILT FENCE - - �_ - _ \ \ \\ \ \ \ \ \ \ 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.
\ \ \ \ I \ \\\ \ \ \ POSTS 4' APART •
\
\ \ \ \ \ I I \ \\ \ SILT FENCE \ \ \ i \ ALONG BUFFER AREA ; \\ \ - _ - - - /_ - - - -I \ \ \ \ \
\ \ \ 6. BEGIN CLEARING AND GRUBBING, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH
\ \ \ \ \ \ 1 \ I I f \ OUTLET (TYP) \ \ \ \ \ - - _ - �- - - \ \ \ \ \ \ \ - -
\ TO A MINIMUM.
6'x4.5'x12"
\ \ \ \ \ \ 1 \\.\ �� 2 c \ \-----
\ \ \ \ \ \ \ _ CLASS A \ TEMPORARY gs \ \ \\ \\ ` - _ - 7. INSTALL CULVERTS/HEADWALL AND BACKFILL PROPERLY.
RIPRAP \� PUMP -AROUND
2" SKIMMER \ \ (SEE DETAIL) \ \ \ _SILT FENCE \ �� \ \ \ _ _ 60 - _ 8. INSTALL DISSIPATER PADS AT PIPE OUTLETS.
1.5" ORIFICE ` \ - OUTLET(TYP)
2451 - SILT FENCE \ - \\ \ \ - - - - - - 9. STABILIZE ALL DISTURBED AREAS BEFORE REMOVING SANDBAG DIKE UPSTREAM. WHEN CULVERT EXTENSIONS ARE
BAFFLE (TYP) YP) \ \ \ - \\ 2S0 �� \ - - \, COMPLETE AND AREAS ARE STABILIZED COMPLETELY, CALL ANDREW LAKE AT [phone] FOR AN INSPECTION BY
SILT FENCE (T
�\ - - THE ENVIRONMENTAL CONSULTANT.
\ 1 / � ' / - - - \ ` � �\�.\�1.
1 SILT FENCE
\ \ � BAFFLE TYP \ / / \
DISTURBANCE
\ 1 ,�1 2" SKIMMER \ \\ / i - - DIVERSION \ - SILT FENCE \ \ \
' ' ✓ \ \ �- \ r �\� \ \ \ < ' _ ( ) \ \ \ 6'x4.5'x12" CLASS A RIPRAP \ \ \ \ \ \ \
2" ORIFICE �. \ / i I ✓ \ OUTLET TYP \ \ \ \ \ \ \ \ \ \ \ \
- - - - - \ \ \ \ \ DITCH #7 6'x4.5'x12" \ \ \ \ \ \ \
- \ \ \ \ CLASS
R RIPRAP SILT FENCE \ \ \
\ \ \ \ \ BAFFLE TYP \ l \ \
\ \ -. \ SILT FENCE \ \ R \ \ \ \ \ \ \ \ \ \
CLASS A \ \\ \ I ?'Ss \ \ \ \\ \ _ ( )
\ \ I ( ) \ \ \ \ \ \
RIPRAP �\ \ \ I 1 \� _ \ \ \ �-�z�a \ \ - \ - - PLACE SILT FENCE ' \ \ \CHECK DAM
\ \ \� \ \ \ \ \ \ \ \\\
%
/ / / , \ I •�� \ / \ I \ � \ SILT FENCE
OUTLET
(TY\I DIVERSION'
PLACST FEN \\ \ \\ \ \\ \
.DITCH #1
TEMPORARY EROSION, \ \ \ \ i 250 / - \ ALONG BUFFER AREA SILT FENCE
CONTROL BLANKET \ \ / _ \ - \ \ OUTLET TYP 1
SEDIMENT BASIN #4 \ \ \ \ I � /' � � _ � - \ SILT FENCE
- OUTLET
ARMOR BASIN ENTRY SLOPES \ \ \ \ \
WITH NAG C350 OR RIPRAP
- - - - - \ � \ � i \ \ \ \\ � / SILT FENCE - _ _
SEDIMENT BASIN #5 , \ \ 255. \\ ♦ / / 5 OUTLET TYP - ♦ x \ \ \ \ \ 60 \� \ \ \ \ / , /,�
( ) ' I ARMOR BASIN ENTRY SLOPES \ ♦ \ L/ /
I 1 1.5" ORI\ PRAP
TEMPORARY EROSION 6x4.5\\\ ,
CONTROL BLANKET / ' 1 \ \ 1 \ \ \ \ 1 - / CLASS A
\\ \ \ , + / \ \ I / ♦ _ LIMITS OF DISTURBANCE \ \
\ / \ � 1 \ \ DIVERSION / � \ \ ARMOR BASIN ENTRY SLOPES \ \ \ � �
\ DITCH #6 I \ 1 1 \ RIPRAP _
, / i , , PLACE SILT FENCE \ / \ WITH NAG C350 OR RIPRAP
/ I / SEDIMENT BASIN #3 POSTS 4' APART \ ♦ \ \ 1 I / / - I + i / \ 260•
+ I 1 1 \\/ �' \ \�\ \ \ \ ` ( C ' \ \ \ I 1 I \/ / , - \ �r-..= 'p \ \ �. �_ -`♦ �����\ �� \ \\\ 1 / , 1 / / / /
I I I l ARMOR BASIN ENTRY SLOPES 1 ALONG BUFFER AREA \ \ , ( \ , \ I I / 'DIVERSION SILT FENCE TYP
WITH NAG C350 OR RIPRAP 1 � h\I \x � \ \ \ \ \ \\ \ \ \ \ \ ' \ I ' /' / /' / � � � �' - - � �\ ( ) ` ������� - •PLACE SILT FENCE
`� \ \ I / DITCH #8
I 1 255' SILT FENCE (TYP) \ 1♦ \ 1 \ \ \ I 1 , / \ \ I I I I / / / / _ _ - / \ \� \ \ \ \ \ /
\ I \ / / / � , , - � \ \ \ \ \ 1.5" SKIMMER � � � ♦ � POSTS 4' APART � \ \ _ \ \ \ ) / ,
/ 1 I 1 \ I I I 1 I I I I I \ / r - \ \\ \ \ \ \ 1.5" ORIFICE h '♦BUFFER)
`L ALONG REA
DIVERSION i / / \ \ \ \\ \ \ I I ' I I \ \ I I ' / / / - CHECK DAM (TYP) \ \ \ \ \
X / / \\ \ \ \ \ \ 1 1 �N I I 1 1 1 1 1 / \ I I I \I I I / / \ � � //' /
DITCH#5� \ / / \ \\ . \ II I:' I I I 1 / I I I I \\ + I I I ' / ,\ \ \ \ \� \ 1 _ ( ) \ / _ \ \ 1 1 \� / / / /
.^ \ \ BAFFLE TYP / �- I \ I\� �/ \ \
DIVERSION
\♦ LIMITS OF
y�� --_♦y �`\` \\ _ � �� ///�� \
SILT FENCE
/ I
2 1 I I \ \ \ / / / �26 \' 1 ti / / �' / \ \\ \ \ ♦ '%/ +f I iY/
11 / _ 5\\♦-�__ \\ \. ♦ 1 '�/ \ -// // / / / I I I f U. \!k / /, / // // / ✓/// /J I I/ 1 / I� \ \ \\ \ � \ \ \\\ // 1 I, I I1I \II If / / // - - / \ \\-- __ _ __ \\- -- _- _- _- - \\e\ \�\\�� \ \ \ I1 I 1 / / fI I (I II ' I
I
7�
Y SILT FENCE (TYP) I /\I I I
CHECK DAM (TYP) TEMPORARY '
0 /
-AROUND P/ / PUMP -AROUND
(SEE DETAIL) SEE DETAIL CHECK DAM TYP 1� �\ \\. / \
1 1 1/ 1 1 I \ \ \ \ \ \ \ \_ / I I I 1 / / / / / / , / \ \ � \ ✓ J I / � __- � \ \o \\\�\\\\\ �\\ �, I 1 1 I / � i � \ \ _�/\ 1 I// \� �
I / Joll \
- - - - --
\ \ \\\ \\ \\\\ \\ \�\I \ ♦ I / / / `1 \ II \ 1 // I\\� \ \
STOCKPILE
AREA
SILT FENCE
OUTLET(TYP) \ \ \ \
SILT FENCE TYP \ \ / / / / / / / \ \ \ , \ \ \ \ 1 \ , / / - / "1 / ICl// Xz
' 1 \ \ \ \
DIVERSION / \ \ \ / / / / _ /i ' / / l I I ` / I
_ h CHECK DAM (TYP) \ / / / / _ _ \ 1 I` 1 1 1 / I / / I / I/
\ LIMITS OF DISTURBANCE \ \ \ \ \ / 1 \ I / / I I N DITCH #10 i _ \ / / / / / / �0 \ \ I I I 1 , / / , / j' 111 \ \
� / I LIMITS OF DISTURBANCE \
- LIMITS OF DISTURBANCE \ 1 1 I \ 1 \ 1 / / I / I I 1 rl/ 1 \ \ \ \
-7 -� \ \ �- / I �.. _- �. \ �t.�, / _ 0 1 1 I I IV 1 1\I 1 1/ / / , �11 /I�/ 1 1 1 \ \ \
l (I ' _IT_�y- T \ ��_ , / / //_ / In/ l \ \ i \ / -��� - - - -r - - -----f----- - -�-�T - / \ \ j 1 tT _ 1-
� I 1 ( �\I� � � / � � /
_ i
I 1 /
' , \ \ \ \ \ \ \ \ \ \\\ \ \\\\�\jl % / ( / I / / / / / / ,' - \ \ \ \ \ r / ✓ r / I ' l / ' / \ \ l \ 1 1 1 I 1 1 1 I I SILT FENCE (TYP) - \� / I SILT FENCE (TYP)
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
14 DAYS
NONE (EXCEPT FOR PERIMETERS
WITH SLOPES
AND HQW ZONES)
FLATTER THAN 4:1
* "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)
STOCKPILE MAINTENANCE PLAN�,-
/
- - -
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' \ \ \ > l 1 ' ,
l 1 1 / ' I 1 EROSION CONTROL LEGEND
1 SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS
TARPS SHOULD BE KEYED IN
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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).
CONSTRUCTION SEQUENCE
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.
STOCKPILE DESIGN CRITERIA
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 SETBACKA 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 LIDO 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).
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MAINTENANCE PLAN
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.
SKIMMER SEDIMENT BASIN DESIGN
BASIN
DRAIN. AREA
DIST. AREA
C
Q10
S.A. REQUIRED
S.A. PROVIDED
VOL. REQUIRED
VOL. PROVIDED
BOTTOM ELEV.
WEIR ELEV.
WEIR LENGTH
SKIMMER SIZE
ORIFICE DIA.
(AC)
(AC)
(CFS)
(FT2)
(FT2)
(FT)
(FT)
(FT)
(FT)
(FT)
(IN)
(IN)
3
5.07
5.07
0.50
18.71
8,138
8,543
9,126
14,832
251.00
253.00
20
2.0
2.0
4
4.03
4.03
0.50
14.87
6,469
7,077
7,254
12,203
246.00
248.00
20
2.0
1.5
5
3.28
3.28
0.50
12.10
5,265
5,379
5,904
9,106
252.00
254.00
20
1.5
1.5
6
3.59
3.59
0.50
13.25
5,762
5,926
6,462
10,081
254.00
256.00
20
1.5
1.5
NAp g3
SCALE 1 "=60'
0 60' 120'
DISTURBED AREA = 29.00 ACRES
GENERAL NOTES
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.
SITE PLAN LEGEND
STREAM CENTERLINE
0000000. FLOODPLAIN
WATERCOURSE BUFFER
WWWWWWWWWWW WETLANDS
+ + + + + TREE SAVE AREA
---------- LIMITS OF DISTURBANCE
�E �E SILT FENCE
��E HOC TREE PROTECTION FENCE
- -- - DIVERSION DITCH
POROUS BAFFLES
® STANDARD GRAVEL
INLET PROTECTION
® SILT FENCE OUTLET
SKIMMER
RIPRAP OR WATTLE
CHECK DAM
NCDENR SELF -INSPECTION PROGRAM
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. NCDEN R.ORG/WEB/LR/EROSION
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
CITY OF RALEIGH
BASIN REMOVAL SEQUENCE
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.
CHANNEL SCHEDULE
LENGTH
DA
C
110
Q10
SLOPE
DEPTH
SIDE SLOPE
VELOCITY
TEMPORARY LINING
NAME
(FT)
(AC)
(IN/HR)
(CFS)
(FT/FT)
(IN)
(H:V)
(FT/S)
DITCH #5
340
4.24
0.50
7.38
15.65
3.0%
18
3:1
3.78
NAG C125
DITCH #6
280
0.67
0.50
7.38
2.47
1.0%
18
3:1
2.47
NAG S75
DITCH #7
60
0.58
0.50
7.38
2.14
1.0%
18
3:1
2.14
NAG S75
DITCH #8
430
0.98
0.50
7.38
3.62
2.0%
18
3:1
1.79
STRAW W/ TACK
DITCH #9
450
1.08
0.50
7.38
3.99
4.0%
18
3:1
2.78
NAG S75
DITCH #10
230
0.84
0.50
7.38
3.10
4.0%
18
3:1
2.55
NAG S75
DITCH #11
130
4.99
0.50
7.38
18.41
2.0%
18
3:1
3.15
NAG S75
DITCH #12
70
0.30
0.50
7.38
1.11
1.0%
18
3:1
0.79
STRAW W/ TACK
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
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STREAM CROSSING CONSTRUCTION SEQUENCE GROUND STABILIZATION ;\ `� `\ /'� `\ \ / �� ,55 \ ,
\ / \ � \ \
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.
N, 1 l 2 /
LIMITS OF DISTURBANCE17 1 41f Owl
I I ')
Ak
\ \ 142 � �\ / � � \ \ \ < 1 _ - 1 1 ♦ I 1 III \
(97
\ \ \<< ��' \ \\` \ \ \ \ ` \ �/ it ,/ 1 ®♦ - - I I ` i I I \ \ \
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1 \\\ \ \q \\\ \\ \\\\\\ 140 „� �� \ � ''C�i / \ � - 1 I I 1 \ / \ � � / \ - I 1 I II1111 (IIII\\\ \\ \ �• / ~ �
STOCKPILE MAINTENANCE PLAN 115 1 \� \\ \ \ \ \ \ \ /CONSTRUCTIONENTRANCE \ i CONCRETE 1 9 \ 1 \ \ 169 11 II \✓ Illlr \ \ \ p%J
1 O 1 \ \ \� WASHOUT 1 1 \- \ \O -- - I I1 I\\ II11\�9p� \�--_ ����
I 1 \ \ \ -� 1 \ \ \ ¢LL 00 Z
1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN I /I 1 \ \ \ \ �' \ \ STATION 1111\ \ - - LL N ri O
I \ 1 \ I I \ 1 \ \ w0 �m
AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC. I
---�_ -�_ 1 II Illd^- \\\\ \ - U� a;c; a
2. IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST I l _ - 1 \ \ �\ \ �, \ ii ` - 165 I _ _ _ _ _ _ _ / / IN, \ \ z p ,� �'
NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE. \ \ - / I i \ \ \ \ \ ®� ® %> \ \ \ 1 \ 1 I \ - - / 1 1l�/ ,285 \ \ \ - Q Q Q
� (il����i i/i\� _ � -/_ _ - - _ I_ _
3. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE. t]
I �� 1 \ p \� // I I ' 11 ll' \
4. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL). \ \ \ `\ / 116 \ ` \ /\ _ _ - �/ / 1 8 / ' I I I I 1 11 \ \ ' / �11 -Iqy I 1 �\ - E � O
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
14 DAYS
NONE (EXCEPT FOR PERIMETERS
WITH SLOPES
AND HQW ZONES)
FLATTER THAN 4:1
* "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)
o? >
.TING STORM DRAINAGE C:)UN LU
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LIMITS OF DISTURBANCE \_ _ _ - _- _- _- =
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SILT FENCE
OUTLET (TYP) '
SILT FENCE (TYP) / / / / / / / / / ` `\ \ \� 35
CONCRETE , r - / / / -
,/ / STOCKPILE / / /
/ WASHOUT � � / /-
/ / % \ �� \ AREA-
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t CONSTRUCTION ENTRANCE/129 ' 30
O /' / 1� // 131 \ 1 \ -
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/ -INLET PROTECTION
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DATE
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B. INGE
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DAMDIVERSION
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ATTENTION CONTRACTORS
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.
0
OL CONSTRUCTION SEQUENCE
1.
SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL
z
CONSULTANT ANDREW LAKE AT [phone] TO OBTAIN LAND -DISTURBING PERMIT.
a
2.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES,
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TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS
'-'j
AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
V)
SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION.
N
v
3.
CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ANDREW LAKE AT [phone] FOR AN
I
ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE.
0
4.
BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT
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CONSTRUCTION.
r7
5.
INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED
PLAN.
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6.
STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED
V)
AREAS PER GROUND STABILIZATION TABLE.
In
7.
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ANDREW
LAKE AT [phone] FOR AN INSPECTION.
0
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8.
WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT
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STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK.
LO
9.
REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND
O
o
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
o
COMPLETION.
O
I
STOCKPILE DESIGN CRITERIA
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 SETBACKA 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 LIDO 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).
PROTECTION (TYP)
DUAL 72" RCP
Know what's below.
Callbefore you dig.
MAINTENANCE PLAN
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.
SKIMMER SEDIMENT BASIN DESIGN
BASIN
DRAIN. AREA
DIST. AREA
C
Q10
S.A. REQUIRED
S.A. PROVIDED
VOL. REQUIRED
VOL. PROVIDED
BOTTOM ELEV.
WEIR ELEV.
WEIR LENGTH
SKIMMER SIZE
ORIFICE DIA.
(AC)
(AC)
(CFS)
(FTz)
(FT2)(FT)
(FT)
(FT)
(FT)
(FT)
(IN)
(IN)
1
1 5.83
1 5.83
1 0.50
1 21.51
1 9,358
10,124
10,494
17,928
260.00
262.00
1 30
1 2.0
1 2.0
2
1 7.23
1 7.23
1 0.50
1 26.68
1 11, 605
11,612
t 13, 014
20,415
1 253.00
1 255.00
1 30
1 2.0
1 2.0
k
K. ROBERTS
-sue
SCALE
TEMPORARY
�` . • , . . •
♦ `
,:► 1, `
I\ . �,. 71
EROSION CONTROL LEGEND
SITE PLAN LEGEND
SCALE 1 "=60'
0 60' 120'
DISTURBED AREA = 29.00 ACRES
GENERAL NOTES
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.
- - STREAM CENTERLINE
00000000 FLOODPLAIN
WATERCOURSE BUFFER
WWWWWWWWWWWWW WETLANDS
+ + + + + TREE SAVE AREA
---------- LIMITS OF DISTURBANCE
�E �E SILT FENCE
��E HOC TREE PROTECTION FENCE
- -- - DIVERSION DITCH
POROUS BAFFLES
® STANDARD GRAVEL
INLET PROTECTION
® SILT FENCE OUTLET
SKIMMER
RIPRAP OR WATTLE
CHECK DAM
NCDENR SELF -INSPECTION PROGRAM
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. NCDEN R.ORG/WEB/LR/EROSION
CITY OF RALEIGH
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BASIN REMOVAL SEQUENCE U m
1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO D 0
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER , ^ w
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE v ,
BASIN.
2. REMOVE BASINO 0S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE z W
AREA IN PREPARATION FOR SEEDING.
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING Q V /
BARE AREAS IMMEDIATELY. ^ IN
4. INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE LL w
EROSION CONTROL PLAN. (D
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. O U)
CHANNEL SCHEDULE
LENGTH
DA
C
110
Q10
SLOPE
DEPTH
SIDE SLOPE
VELOCITY
TEMPORARY LINING
NAME
(FT)
(AC)
(INIHR)
(CFS)
(FT/FT)
(IN)
(H:V)
(FT/S)
DITCH #1
450
3.83
0.50
7.38
14.13
1.0%
18
3:1
1.69
NAG S75
DITCH #2
150
0.63
0.50
7.38
2.32
1.0%
18
3:1
0.66
NAG S75
DITCH #3
400
1.41
0.50
7.38
5.20
1.0%
18
3:1
1.00
NAG S75
DITCH #4
100
0.86
0.50
7.38
1 3.17
1.0%
1 18
3:1
1 0.78
1 NAG S75
JOB NO.
37500
SHEET NO.
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GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
14 DAYS
NONE (EXCEPT FOR PERIMETERS
WITH SLOPES
AND HQW ZONES)
FLATTER THAN 4:1
* "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)
ATTENTION CONTRACTORS
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.
�i►'i�b♦i1t�
:.i
■ • � yam- ��o ; ■ � • ►
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
RON♦♦END OF EACH WORKING DAY, SITE WILL BE CLEARED OF MEASURES TO ALLOW STREAM WATER TO FLOW NATURALLY.
TO A MINIMUM.
♦ � 6ufil A
6. BEGIN CLEARING AND GRUBBING, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH
�`���• •r 11 it ..� !iI. ,�`�.,� ! ♦`\-� 'tom"
� � NCO, h�r,�V1,r. In -I_�; � � �i ��� r, - �♦ ��t.����� l\�``=���.. Ce��• •7. INSTALL CULVERTS/HEADWALL AND BACKFILL PROPERLY.
8. INSTALL DISSIPATER PADS AT PIPE OUTLETS.
�� � �.r ' `� i � ��� , :'/,' �� j I �j9 � "��, �i� � � � � ��. �� �� �� C� a L� �� • �
- I �a�.i�V`Oi �!♦�l�i � i �l'7/I�I'I�j�� � • . ��. ����!`.�w�l�L� �i�i� � /� ��' � �•
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
t� r •':���� \�/1��►,♦'�.,l ��'' q� �` \�'v��i i���i♦iceTHE ENVIRONMENTALCONSULTANT.
SILT FENCE`PRIME I -I
���;_ IR .� 1 n ,�.L ON_.
► � .�- � •-tip �.� 111� `�, �� \ �; � V- �' `_w_"� �•� �w� ������
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ILI
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♦� � ♦ �,♦ ♦ • • • � . ���'��� I ,��;� �i�%ter --ice � \ � ����`�1����w ��`���Q�
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♦ to ` ii
/ / / // / , / , _ - - - _ , • _ _ r , , / / / �' / \ > / I I ! // / // / ; i 111 I\ EROSION CONTROL LEGEND
SITE PLAN LEGEND
/
m` 1 \ 11\. \ \I\.11\ 11 1 I I / / // //' / - - ,' ,/ // / ./ / _ -\ \N \.
G
- \ I ) ' 1.5" SKIMMER \ - _ ♦ 6'x4.5'x12" , - \ WITH NAG C350 OR RIPRAP CONTROL BLANKET \� \ �' ,
/ TEMPORARY EROSION I 1 \ - \
CONTROL BLANKET i \ 1 \ \ \ ' / / / \ SEDIMENT BASIN #5 1.5" ORIFICE \- - - \ \ / CLASS A I �\ \,\ \I. \1W\ N\
1� -1 t \ \ \ \ I \ \ DIVERSION / 1/ 11 ii \ \ -
I / 1 RIPRAP LIMITS OF DISTURBANCE
NCE ARMOR BASIN ENTRY SLOPES
PLACE SILT FE
//NCE SILT FE(TYP) \ DITCH #6 \ - CHECK DAM (TYP)
SEDIMENT/ BASIN #3 I / POSTS 4' APART \ \ \ I I / O / I WITH NAG C350 OR RIPRAP
BUFFER AREA \ \\\ , �� \ \ ( \ / I / / / DIVERSION i i \ \ SILT FENCE (TYP)
I / / I I I ARMOR BASIN ENTRY SLOPES 1 , / \ALP \I \ TEMPORARY ( ) - �� _ PLACE SILT FENCE
I / ll SILT FENCE TYP
NAG C350 OR RIPRAP I it SILT FENCE (TYP) PUMP -AROUND \ J \ I
} I 1 I I / , - - / / \ \ \� \ \ \ \ 1.5" SKIMMER POSTS 4' APART \ \ \ \ / ) 4
SEE DETAIL _ - \ \
�\\\\\ I I 1.5" ORIFICE \
\\ \� \\� \ ( �) I I - - - I I - - J- - - - - 1>2 / p \ \�. \ \ \ 1 ALONG BUFFER AREA
- \ \.\�\I\ I _ - \ SILT FENCE
12'x32'x26" I\ 1 1 1 \ I / i _ _ / i \ \ \ \ ♦ 1 1 \ \
12" DEPTH I1 I I
% � \ CLASS A I 1 I I I - , \ \ \ '\� � / /
CHECK DAM (TYP) � CLASS 1 \ I 1 / k TEMPORARY EROSION BAFFLE (TYP) �. _� I \ I\� / �j \
RIPRAP \ I I I I ' \ \ , CONTROL BLANKET \ t
� RIPRAP I I I � 1 I � �\ 10.5'x28'x26"
TEMPORARILY DISCHARGED PROPOSED \ / ` D50 = 10" ` II I I 89 / ` \ \� I I I 1 3 ' i - r V, \'fi\ \ \ \ \ \ \
\ D50 = 4" 1 I I I I 1 I I I / / \ \ LIMITS OF DISTURBANCE CLASS 1 \
24" RCP TO BE TREATED IN BASIN / / / I I I I \ \ \ 1 I I I I I I i - - - - i Z 1 - - y� ` -
/ / / \ _ \ RIPRAP 1 DITCH #9 \ _
i - ram � .
�i / / II 11 \\ \ ✓ 1 / I - - - 5�, ♦ �. \_ ` SILT FENCE (T\P) \�`�
TEMPORARILY DISCHARGED PROPOSED \
KARLOV RD. 1 24" RCP TO BE TREATED IN BASIN \/ it l,� v \
INLET PROTECTION (TYP) , \, \ �2Q /\ �<-\ \f EMPORAR
12" DEPTH 270 / 1
\
PUMP -AROUND
CLASS A I I CHECK DAM (TYP) - - - ,\,� �� �� ( ) 1
DIVERSION I I I / TEMPORARY EROSION / \ \ \ - - - - - �\ \ ` RIPRAP / _ / ' \ \ / SEE DETAIL 1
/ \ \ \ / \ \ 1 \ \ / ' \ ` D50 = 4" \ I 30' CITY OF RALEIGH \ \ / I /y I 1
CONTROL BLANKET J / - - - - - \ \ \ \ /
, , 1 \ \ � 1 \ \ \ / , - _ - - � .�\ � \ \ \ SANITARY SEWER
I \ I I \ 1 - TEMPORARY EROSION 1 \ \ \ 1 y LIMITS OF DISTURBANCE
I 1 I - EASEMENT i \�
INLET PROTECTION TYP - - - _ 11 , / \ \ / I ( ) = / � - CONTROL BLANKET 1 I / � / � � j,k \ \ \ _ /
/ / / / 1 \ \ \ \ i \ \ \ \ \ \ \ � \� � � � i / I � 1 I i I I I I / I1 / / ' ' i \ i / i I / I III / I I I I �i7 �/ i / -- -- - - - -- -- - i\ \\ \\ \�\\\\\ \\♦\\\ \ \\ \ \\ \ \ \\\ / ♦�.i\'� / / /A \. i/ �/ i ' /� 211 - \- \\ -275Ir OTECTION (TYP)
12"DEPTH TEMPORARY EROSION TEMPORARY Y' /
CONTROL BLANKET
CLASS A
1\ \\ \ \\ \
\
HORSESHOE �- - \\ \
/ , / / \ STOCKPILE , i \ \ \ \ PUMP -AROUND
INLET RIPRAP \ , / / i i AREA I \ \ \ \ \ \ SEE DETAIL
PROTECTION
\ / / SILT FENCE � � \ \ HORSESHOE INLET
98rr) 8(TYP) ILF-I
\
1
PROTECTION TYP
SILT FENCE TYP \ \ / / / / i / TEMPORARY EROSION i \� \ \ \ 12" DEPTH 1 - - / - \ �- /
CONTROL BLANKET \ \ \ \\ CLASS A ` 1 t 'LIMITS OF DISTURBANCE \
6'x12'x18" / / / / \ \ I I\ \ \\\\ \ RIPRAP 1 11'I
\ I l , I \ \ \
/ / / \ `LIMITS OF DISTURBANCE \ \ \ \ \ L 1 CLASS B / - - - \ 1 1 1 \ D50 = 4" ` \ / 212
� i 1 I \ 1 / / DIVERSION CHECK DAM (TYP) DIVERSION i DIVERSION � I \ \ /
\ 1 I \ \ RIPRAP i
D50=8" I- - - - - - -. �. - - _- - \ \- -
�/ I DITCH #10 DITCH #11 \ /DITCH._
12
V 1 1 \
\\ _\ --�= ��\-���-4�--- II �� e e -e - e/�/ _ - - j 1 _ /
T7 _ // / �- / /r \ \ \ \ \ \
\ \�\\ \ \ i 265 / / / 10 - - � _ � � , � � , / / 2. - _- - _ -LIMITS OF DISTURBANCE / / /
30' CITY OF RALEIGH 1 \\\ \ \\\\�\/li / t / 1 / / / / / 2/ / ,' - , , \ \s i - ' '- \ t l \ I 1 I 1 / l�o I SILT FENCE (TYP) - \VI / / O / SILT FENCE (TYP)
1 I o
- \ \ SANITARY SEWER
/0
EASEMENT
j l
STOCKPILE MAINTENANCE PLAN
v
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0
CONSTRUCTION SEQUENCE STOCKPILE DESIGN CRITERIA
0
Y_
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.
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 SETBACKA 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 LIDO 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).
Know what's below.
Call before you dig,
MAINTENANCE PLAN
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.
SKIMMER SEDIMENT BASIN DESIGN
BASIN
DRAIN. AREA
DIST. AREA
C
Q10
S.A. REQUIRED
S.A. PROVIDED
VOL. REQUIRED
VOL. PROVIDED
BOTTOM ELEV.
WEIR ELEV.
WEIR LENGTH
SKIMMER SIZE
ORIFICE DIA.
(AC)
(AC)
(CFS)
(FT2)
(FT2)
(FT)
(FT)
(FT)
(FT)
(FT)
(IN)
(IN)
3
5.07
5.07
0.50
18.71
8,138
8,543
9,126
14,832
251.00
253.00
20
2.0
2.0
4
4.03
4.03
0.50
14.87
6,469
7,077
7,254
12,203
246.00
248.00
20
2.0
1.5
5
3.28
3.28
0.50
12.10
5,265
5,379
5,904
9,106
252.00
254.00
20
1.5
1.5
6
3.59
3.59
0.50
13.25
5,762
5,926
6,462
10,081
254.00
256.00
20
1.5
1.5
NAp g3
SCALE 1 "=60'
0 60' 120'
DISTURBED AREA = 29.00 ACRES
GENERAL NOTES
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.
STREAM CENTERLINE
0000000. FLOODPLAIN
WATERCOURSE BUFFER
WWWWWWWWWWW' WETLANDS
+ + + + + TREE SAVE AREA
++++
---------- LIMITS OF DISTURBANCE
�E �E SILT FENCE
��E HOC TREE PROTECTION FENCE
- -- - DIVERSION DITCH
POROUS BAFFLES
® STANDARD GRAVEL
INLET PROTECTION
® SILT FENCE OUTLET
SKIMMER
RIPRAP OR WATTLE
CHECK DAM
NCDENR SELF -INSPECTION PROGRAM
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. NCDEN R.ORGNVEB/LR/EROSION
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
CITY OF RALEIGH
BASIN REMOVAL SEQUENCE
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.
CHANNEL SCHEDULE
LENGTH
DA
C
110
Q10
SLOPE
DEPTH
SIDE SLOPE
VELOCITY
TEMPORARY LINING
NAME
(FT)
(AC)
(IN/HR)
(CFS)
(FT/FT)
(IN)
(H:V)
(FT/S)
DITCH #5
340
4.24
0.50
7.38
15.65
1 3.0%
18
3:1
3.78
NAG C125
DITCH #6
280
0.67
0.50
7.38
2.47
1.0%
18
3:1
2.47
NAG S75
DITCH #7
60
0.58
0.50
7.38
2.14
1.0%
18
3:1
2.14
NAG S75
DITCH #8
430
0.98
0.50
7.38
3.62
2.0%
18
3:1
1.79
STRAW W/ TACK
DITCH #9
450
1.08
0.50
7.38
3.99
4.0%
18
3:1
2.78
NAG S75
DITCH #10
230
0.84
0.50
7.38
3.10
4.0%
18
3:1
2.55
NAG S75
DITCH #11
130
4.99
0.50
7.38
18.41
2.0%
18
3:1
3.15
NAG S75
DITCH #12
70
0.30
0.50
7.38
1.11
1.0%
18
3:1
0.79
STRAW W/ TACK
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
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SCALE 160'
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UTILITY LEGEND
PROPOSED SEWER LINE
SAN no
PROPOSED FORCE MAIN
FM
PROPOSED WATER LINE
8"W
T'
WATER LINE TEE
T
FIRE HYDRANT
WATER METER
Q
REDUCER
®
GATE VALVE.
®®
BLOWOFF ASSEMBLY
SITE PLAN LEGEND
STREAM CENTERLINE
° ° ° ° ° ° FLOODPLAIN
WATERCOURSE BUFFER
y W W W W W WETLANDS
+ + + + + TREE SAVE AREA
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR
THE EXTENSION OF WATER, SEWER AND/OR REUSE, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT 9�)
996-4540 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.
295
290
285
280
All
275
m`
A
1 270
A
7
QI 265
O
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0ol 260
Lo
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4- - - _ \ FIRE HYDRANT ASSEMBLY (TYP) ; ,- - - - - FIRE HYDRANT ASSEMBLY (TYP) \
_ - - \ \\ \ \ \\ SEWER TO BE PERMITTED �� - - - _ _ -_� - - - 10' x 70' SDT EASEMENT \
AND INSTALLED BY KB HOMES - \ _ _ _ _BELLEFpRT - _ \ \I CB 504, \ `
E
PARKCIR.\� 30" RCP \\\
\�ri 10'x70'SDT
\ EASEMENT
_�k
\ \ \ \
Q \ \ 1.06
p 10x70SDT `\ \\ \ \\ T� \`so\\ \ \\\ \� / �\ ♦\ ` \\\\
EASEMENT \ \ \ \ \ \ • �• \ \ \ \ \ \/\ - . \ \�
\ RCP CB50;\\\\\ \\
CB 506 \ \
CB 24" RCP\ _ \ so \ \ v \ \ 105
\24" RCP SANITARY - - - \ \ \ \ ��M.zz- \ `\.
_ 12 DIP WATER LINE
- \
\ \ - WATER , \ LATERAL 10' STREET TREE \ \ - =� \ \ _ \ \ \ \ \ . \ �, \ \ \ \/` Q-O \ \ \ \ 6y \ \ \I \ \ \ \ \ 1
`\ / \ \ \ \ o \ \ \ \
24" RCP
CB 509
1
\ 15" RCP
CB 510
10' x 70' SDT
EASEMENT)
I /
T
■!■!■IRX�J
O / \ 20 PRIVATE \
\ h METER \ (TYP EASEMENT \ \' \ \ 30" RCP \ ` O \ \ \
\ \ CB 507 \ (TYP) �\ 12 x8 TEE \ \ \ �'��� \ \\ \ \ `\ �.\ X \ \ \ DRAINAGE-
`� SEWER TO BE PERMITTED I \ (2) 12 G.V. , J . \ ��� \ ` \ ` \ \ EASEMENT
j \ 135 134 AND INSTALLED BY KB HOMES \ , \ ` `,CB 501 \ \ `/ \ \
CD
50' NEUSE t _ -
/ SEWER TO BE PERMITTED �I I I I 132 ' / \\ \ / SEWER TO BE PERMITTED \\. \ �� \\ \ \ \ \ \ \ \ /\ \ \ RIPARIAN \ -
/ AND INSTALLED BY KB HOMES I I I I I / 11 i AND INSTALLED BY KB HOMES \ \ \ \ \ \ \ c \ \ BUFFER �\
\
EXISTING MH B1
12x12TEE"" /��i
(3) 12" G.V. ' ' I , / / / - - I 1, i �' \ \ / \ I 1 1 ** I
/ _ _ - - / / \ \ \ FIRE HYDRANT I I I
/i / CB 502 \ \ ` \ \\ ASSEMBLY (TYP) ) 1 I I I I
12 x6 REDUCER qr0
v ✓ '
FIRE HYDRANT
ASSEMBLY (TYP) -
r6"DIP WATER LINE // ,,-�-_ �i�� _ __\ \ \\ \� // ,� /-- ,/------ _ '---- / /
\ I \. / REMOVE EXISTING /
f / / \ - ' - �` BLOWOFF ASSEMBLY & /
EXISTING 13'8/ / � --, � -\\\ \\ \�_ \ ��' / ' _------ y� /
I / ,/--- - - - -.' - �/ \ BLS
_ CONNECT TO EXISTING
/- 13-7 ' _ �/\ �\ � WATER LINE
1 1 1 1 1 1 11 11 1 �� \ \ \ \\ ` \ \� \ \ \ \ / / - - - - / �260-
---
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
//� / I i -
�, f / / / 1 \ \ \ \ \\ - - - - - _ EXISTING 8 PVC ti / /
REMOVE EXISTING I / / ) 1 - - / / �\ \ \ \ \� \ / / / - ,�- - - _ _ 101 s�- \ EXISTING I '
BLOWOFF ASSEMBLY &I II I/I�\"T,.
CONNECT TO EXISTING EXISTING 8" DIP
WATER MAIN 7\ WATER LINE I /
EXISTING
�/ \ I I I I I I' I ` `�•- - _ / \ \ \ \ \ \ \ \ \� \\\\ \ \ // EXISTING I I I I I I,L /)
I \ / 1 / I /
EXISTING 8" PVC I I I I I I \ - - / - . _ O \ \ \ \ \ \\\\ _ 24 `RCP
EXISTING
N-
� CB 119
,I II EXISTING 6"DIP 18" RCP PWATER MAIN EXISTING
NP9
SCALE 1 "=50'
0 50' 100,
BELLEFORTE PARK CIRCLE PROFILE PLAN & PROFILE
HORIZ SCALE- 1 "=50'
VERT SCALE- 1 "=5'
0 50
PROFILE SCALE
Kum v*aft below.
Call before you dig
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
ATTENTION CONTRACTORS
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.
HIGH PT
STA = 13+98.
3
HIGH POINT
ELEV = 28
.78
PVI 113TA
= 14+15.49
CB 510
PVI
ELEV = 281.43
TOP 278.14
A.D.
_ -4.33%
IN OUT 274.00 (E
CB 509
K = 30.00
TOP 276.3
0
130' VC
INV IN271.95(W)
0
0
CD
INV IN 271 95 (NE) CB 507
+
N
EXISTING MH A27 + N
INV OUT 271.20 (SE)co TOP 274.90
TOP 280.66
_ INV IN 269.40
INV OUT 269.20
(N)
INV OUT 273.31 (W) U
(S)
CB 506
\
U m
U t j
TOP 270.79
\
m
w
_
INV IN 265.00 (N)
-
_
- -
INV OUT 264.80 (SW)
\
OW POINT STA
= 21+95.54
C 508
TOP 276.31
IN IN 270.80 (NW)
_
°
I'S /0
PVI STA = 2 +43.15
EXISTING 6" DIP
_ - -_
36" MIN.
INV OUT 270.60 (S) 'INCB
504
PVI ELEV = 261.43
N
w
w
WATER MAIN
-
_
-
\
EXISTING
TO
INV IN 257
264.79
30 (NW)
A.D. = 1.50%
Q
Q
C/L GRADE
K = 70.00
T_
T_ LOW POINT STA
= 25+51.69
FIRE HYDRANT
93 LF
-
INV OUT 257
FIRE HYDRANT CB 50
10 (SW)
105' VC
°0° EXISTING M
B1
LOW POINT EL
EV = 256.71
- -
PVI STA
26+16
ASSEMBLY (TYP)
4" RCP
\
ASSEMBLY (TYP) TOP 265.4
CDc\i
L'o o TOP 259.92
PVI ELEV
255.52
'
4 1.30%
INV IN 258.00 (NE)
+
N
+ N INV IN 248.5
(NE)
137 LF6"
2 �S�
257.50 (S
N
N w INV OUT 24
.30 (SW)
A.D. - 5.09%
DIP
39 LF
24" RCP 0
' \INVrT
e11
-
U
U
11
U
K = 4
.61
W TER LINE
15" RCP
@ 5.29%
3.06% -
-
PROPOSED
>
CB 503 w
B 501
253' VC
EXI
TING
m
EXISTING MH
10
TOP 257.83
OP 7.83
414
F
-I
N REMOVE EXISTING
C/L GRADE
TOP 261.37 I
V IN 254.10 (NE) FIRE HYDRANT
8" PVC
U I
BLOWOFF ASSEMBLY
INV IN 255.9 (NE) INV
IN 255.15 (NW) ASSEMBLY
+ N
INV
IN 2
@ 1
11 %
= I
= CONNECT TO EXISTIN
18" MIN.
I
V OUT 255.70 (SW) I
V OUT 253.90 (SE) (TYP)
N w
NV IN 246.30 (NE)
WATER MAINU
-
U)
INV IN 246.30 (W)
12"x6"
REDUCER
x
192 LF
_
\
CB 502
TOP 259.58
U >
m
I
EXISTING 11
V OUT 246.10 (S)
24" RCP
m
(3) 12" G.V.
@ 3.55%
INV OUT 255.50 (SE)
TOP 256.91
-
INV IN 250.80 (N
32 LF
_ _
INV OUT 250.30 (
W)
24" RCP
@ 1.25 o
_
�
-1.25%
_ EX
158
STING
I
LF
12" DIP
24'
RCP
WATER LINE
34 LF
\
@
51
15" RCP
@ 1.04%
18" MIN.
3
"MIN.
40 LF
144 LF 130
LF
30 RCP
12x8 TEE
30" RC 30
RCP 18" MIN.
EXISTING 12" DIPT
\
/
@ 0.50%
(2) 12" G.V.
@ 0.83°o @ 1.23%
402 LF WATER REMOVE
EXISTING
\ \
/ /
8" PVC LINE BLOWOFF ASSEMBLY
&
\ \
>
MH B2 (5)
@ 0.50% CONNECT TO
WATER
_
EXISTING
MAIN
--
��EXIS
TOP 263.21
30" MAX.
DROP
\ _ i TING 12" DIP
INV
IN 251.80 (NE)
BETWEEN
WAT R LINE
INV
IN 249.60 (SE)
INVERTS
O
IN
OUT 249.40 (SW)
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N N
N N
N N
N N
N N
N N
N N
N N
N N
N N
N N
N N
N N
N N
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13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
295
290
285
280
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10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE
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0
of
N
t
iu
In
3
0
Z
I
0
D
Ilk
16" DIP _------ - - -
WATERLINE Ilk.\ _ \\_ �---- _ ___ --- --- -- _-----265
-
`260— _-'---___' '-
-----L- - - - --- - -- 50'NEUSE� _-_-
_-'� ��i---- ' � � + ------I------'/ -r RIPARIAN
I EX. FES 400 I _ '
----'--___ —I��'t---BUFFER ��''i'� I �— 270—
EX. 24"RCP ------- _----,--_ - __���T ;, % ��'�'�'/ _--' ----- ,�O / �' 24"RCP�� _275- ,
EX. CB405
�_--
i -26------__�___ SEWER TO BE PERMITTED - 17 CB506-
EX. 24 RCPIv
5 — 175
AND INSTALLED BY KB HOMES
-- - - - - -� \ \ \ \ �\\I Jlll/ i `\�\ 10'x70'SDT __ __ -- 12"x6"TEE r-__- SEWER TO BE PERMITTED _�'�� ____-180 -�- - - - -J /_��'/
-- - - --- ` \ \ \ \ \mill \� 11 11 EASEMENT -'I---__- - - - - -- _(2)12"G.V.;__- _�__--_AND INSTALLED BYKBHOMES _���'� _ 181 ---� -
_ I\ ° l� I `� --
---'-- -- - (1)6„G.V. -270" _-- _ _ I - 275, 4 __ - -- - f ----0 �_ - - - 24" RCP O \
--- _ \ \ o \ \-I I. / �► EX. CB404------------ - �_ - - 10'STREETTREE .'- -
\ \ \ \ \ II\ FIRE HYDRANT _ - - - - I- - MHB7 5'-'_1__-- ____I__ - --'I ,- /s-
\ \ \ \ 1 I -\` - - _ _ _ , _ _ _ _ ( ) _ - _ _ "SEWER TO BE PERMITTED 10 x 70 SDT /- 1
1
ASSEMBLY TYP -EASEMENT
( ) EX.24"RCP_ , ------t--- - - - - EASEMENT -��
` \ .-CB 402- — - - - - - � - - - - - - � _ - -- _ _AND INSTALLED BY KB HOMES �
�1\
11 I _ EX. CB401 ----_ ___-24" - - -15" RCP - _ _ -280- - RCP
_ \ N \ 1 I I EX. 24" RCP CB 403 CB 507
CB 508 / `0CP0�
-- -I ---ice_ -M,.Z[
SEWER TO BE PERMITTED
24" RCP - 36 / `•\ / \ i' i
\ AND INSTALLED BY KB HOMES I / / `\ '�' _ _ - - - - - _ - , _ _ - , _ _ _ - - SEWER TO BE PERMITTED
U / 16/x12'ITEE\ - - - - — A - AND INSTALLED BY KB HOMES
\ \ w z EX. CB 406 - 10 x 70 SDT , , - _ SC r ��
0 p� (2) 16" G.V. �I� r I _ - - _ _ 24 RCP -� -1 / EASEMENT ,, SANITARY , 12" DIP _ - OVILLE RD.
1 1 \ Q - FIRE HYDRANT - CB 408 ' CB 4_07 LATERAL (TYP) - - . - _
\\ II II I \ 1 1\ \ t r m p (1) 12 G.V. _�_ ASSEMBLY (TYP) - - _ U - -� 15" RCP I\ WATER LINE ' ' 15" RCP CB�509
1 �' IY WATER METER ` _CB 511 15 RCP i
1 \ 2 0 l r I ' _ - _ , 12 x12 TEE 137
EX. 15" RCP - - - TYP 1 3 12" G.V.
I � I 2g5 ( ) FIRE HYDRANT 10 x 70 SDT EASEMENT () I i ♦'
I \ I EX. CB 412 / ASSEMBLY (TYP) \ ' CB 510 I ' -''� 01
10' x 70' SDT - - _ _ _ ' i 12"x6" REDUCER
EASEMENT
10' x 70' SDT - 2 ' ' _ _ _ , \ _ _ _ ' i 161 i FIRE HYDRANT 1 I REMOVE TEMPORARY
- ---- I.O - I 8 DIP - J ` `
EASEMENT - - z , _ - - _ -I I I BLOWOFF ASSEMBLY
ASSEMBLY (TYP)
f 71 I. m - I r li I I AND CONNECT TO
EX. 15 RCP - \ \ - - I CB_409- - _
�� \ \ \EXISTING 6" WATER LINE
I' , \ II 16" DIP -�� - - _ \ \ I I
l j \ I\ \ EXISTING MH A27�
WATERLINE
��\ 1 I' �\\ II I � I
�II� 1 11 1 } II I \ -290- CB 410 I 15" RCP
�Illlr
�MH B9 V \ \ \
Know what's below.
Call before you
ATTENTION CONTRACTORS
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.
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
r_,t1jI:[•]:71FFI_r1[•]►0r•ZK•]►6119:1910
DATE
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
300
295
290
285
280
275
270
265
260
255
SCOVILLE ROAD PLAN & PROFILE
HORIZ SCALE- 1 "=50'
VERT SCALE- 1 "=5'
EX. CB 406
TOP 277.37
INV IN 27
2.60 (SW)
H
GH PT STA = 13+33.57
INV IN 2
3.20 (N)
HIGH
POINT ELEV = 280.79
INV OUT
272.40 (SE)
PVI STA = 1 +35
PVI ELEV = 281.18
LO
°°
M
`f
A.D. _ -3.09%
CD
o
+
co
N
K = 32.60
CD
II
loll VC
Q
w
FIRE
HYDRANT
cq"t
co
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ASSEMBLY
(TYP)
00
00 00
00
CB 509
>
>
N
u M
N
CB 511
TOP 276.33
w
w
C
403
;
w ;
w
TOP 278.47
INV IN 271.95 (W)
P 279.20
c i M
T
u)
j u)
j
INV OUT 274.30 (SW)
NV IN 271.95 (NE)
co
IN
IN 273.70 (W)
U
m U
w
N
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o
_
IN
IN 274.50 (SE)
m
w
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IN
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E)
EXISTING
C/L GRADE
-_
��
w
w
w
— —
>
PROPOSED
w
-� 59°
C/L GRADE
16+57.00
5
%
PVI STA=
/
---
PVI E
EV = 276.07
�'�
36"MIN.
2.p00/0
-200°-
"
--
---
A
7A
I
8" MIN.
-I
18" N I
12" DIP WATER LINE
FIRE HYDRA
T
TEE
1 2 LF 12"x6'
ASSEMBLY(
143 LF
24" RCP (2) 12'
G.V.
16' RCP
18" MIN.
16"xl2" TEE
@ 0.74% (1) 6'
G.V.
MH B7 (5)
@ 1.64%
(2) 16" G.V.
TOP 279.65
1 12" TEE
(1) 12" G.V.
INV IN 262.00
NE)
(3 ) 12" G.V.
_
INV IN 264.20
NW)
INV OUT 261. 0 (SW)
MM=,
SEWER
TO BE PERMITTED AND
�p
INSTALLED
BY KB HOMES
SEWER TO BE PERMITTED
AND
r
INSTALLED BY KB HOME
30'
MAX. DROP
_
ETWEEN
j
I
S
WER TO BE PERMITTED AND
INVERTS SEWER TO BE PERMI
TED AND
INSTALLED BY KB HOME
I
INSTALLED BY KB HOI
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ES
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9+50 10+00
11 +00
12+00
13+00
14+00
15+00
16+00
300
295
290
285
280
275
270
265
260
255
17+00 17+50
SCALE 1 "=50'
NOR
0 50' 100,
0 50
PROFILE SCALE
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SITE PLAN LEGEND
- - STREAM CENTERLINE
00000000 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
UTILITY LEGEND
SAN no PROPOSED SEWER LINE
F PROPOSED FORCE MAIN
8"W
PROPOSED WATER LINE
T'
WATER LINE TEE
T
FIRE HYDRANT
WATER METER
Q
REDUCER
f�
GATE VALVE.
®®
BLOWOFF ASSEMBLY
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DATE
10/10/19
D RAW N BY
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DESIGNED BY
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CHECKED BY
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c
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I ( I �II I I SEWER TO BE PERMITTED AND -
I I I I I I I I I I I 1 1 INSTALLED BY KB HOMES I ' '-----
I I I
�-
I I I 11 11 11 II I 1 III \ 1 II II I II 10' x 70' SDT 164 I I 7 I i MH B9
1 I I I EASEMENT Q\ I / '
I I 1 17 1 1 1 12"x6" TEE \ I
1 \ 1 \ 1 N
I I I I 1 I (2)12"G.V.
(1) 6" G.V. I III I \ \ CB 407 \ \ \ CB 409 15"
1
I I I I I I I 1 l I I I 15" RCP 1 \ 8� DIPI
1- I I
I� I I I Irrj- i I I I, I 1 18" RCP0-7
1 I 1 I I I I I I I FIRE HYDRANT
--+ --- - i- I ASSEMBLY (TYP)
I 75 I I I I MH B7 (5') I I AI s \ I„
I
�
I I I I I I I I I I I Q I CB 410
_I_ IQG I LCB 408 HOYNE WAY
+
/
� �I � 1 -+ `L I� I I 1 i
I I / I I I I CB 402 1 I 10' STREET TREE DIP WATER LINE /2g
I I I 10 x 70 SDT EASEMENT -
! I I III I i EASEMENT RCI SANITARY WATER METER 8
74 FIRE HYDRANT I LATERAL (TYP) ,I (TYP)
I I I I I o► I I I ASSEMBLY (TYP)
i0f1i CB 403
1 J.
J 1 I I I 24� RCP I 1 2
-1--F-t--�t > I I 1 I I / I I 169
I h l 1 1 l O l O �Ii� // /I I �'��
O � III
I I I I I I I I 12" DIP WATER LINE
I 173, I I I I I I I I I I
SEWER TO BE PERMITTED AND
INSTALLED BY KB HOMES
300
295
290
285
280
275
270
265
260
5
SCALE 1 "=50' 0 I
0 50
0 50' 160, PROFILE SCALE
HOYNE ROAD PLAN & PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5'
MH B9
LOW POINTS
A = 10+60.00
TOP 286.12
LOW POINT
LEV = 279.22
INV OUT
80.00 (SE)
o
ry
00
PVI STA
= 11+00
CB 410co
N
PVI ELE
= 280.42
TOP 283.08
II
A.D.=1.10%
°
INV IN 278.7
(SW)
II
w
INV OUT 278.00
(SE)
U)
J
w
K =
2.86
/
CD
CD
80
V C
�
_
>>
O(q
O�
Co
CD N
O N
O r
O O
/
CD
Or
O �
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--
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FIRE HYDRANT
II
O II
II
ASSEMBLY
II
> II >
J J
u) ;
/ U) >
(TYP)
U)
U)
M
/ 0 w
m
/ w
w w
PROPOSED
\0 ° C/L GRADE
36" MIN.
�EXIS ING
C/L GRADE
18" MIN.
3.0
6" DIP WATER LINE
18" MIN.
�k`12"X6"TEE
'--113 LF
18" RCP
(2) 12" G.V.
(1) 6" G.V. CB 408
@ 3.09%
TOP
279.04
INV
N 274.50 (NW)
INV
N 274.80 (SW)
INV
UT 274.00 (E)
TOP 279.65
INV IN 262.00 (NE)
O
INV IN 264.20 (NW)
INV OUT 261.80 (SW)
30" MAX. DROP
�r
�co
N
Nrn
NNNNN
N Lf)M
L6
��
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LO
°o
LO
N
9+50 10+00 11+00 12+00
300
295
290
285
280
275
270
265
260
13+00
•
Know what's below.
:H. Callbefore you dill
ATTENTION CONTRACTORS
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.
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
CB 505
' 12"x8" TEE'
(2) 12" G.V.
(1) 8" G.V.II -�
MH B2 (5')i'}
' ► NNNNNN`"
� i 1
Av
1
i
vy
v
i
2 5
va
SCALE 1 "=50' 0
0 50
0 5100' PROFILE SCALE
0'
275
270
265
260
255
250
245
240
235
SITE PLAN LEGEND
- - - STREAM CENTERLINE
0 0 0 0 0 0 0 01 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
UTILITY LEGEND
PROPOSED SEWER LINE
SAN
PROPOSED FORCE MAIN
F
PROPOSED WATER LINE
8"W
T'
WATER LINE TEE
T
FIRE HYDRANT
WATER METER
Q
REDUCER
®
GATE VALVE.
®®
BLOWOFF ASSEMBLY
KIM BARK PATH PLAN & PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5'
8"x6" REDUCER
8"x8" TEE
(3) 8" G.V. / / 2V1 �^, 0
I /
LU U E
z
CB 1005/
¢
_ c)LU fo
U
a i C? z
�0M O
N ( a = co
(D
r zW
;U \ 0 0Ln
0
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r "
�\ oco w
of W
� w
265
O
(D
O
w
0
> w
w �
Q
U 0
Q
z
O
Ak
cn DATE
>
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
CB 1005
O
�
LOW FIOINT
STA = 12
75.65
OP 265.68
O
o
CD M
ri,o
LOW
POINT ELEV =
55.74
INV OUT 261.00
(NW)
O
+
O
N - CO
(0
+ N
FIRE HYDRANT
VI STA = 12+7
PVI STA = 16+3
.89
u
II
ASSE
BLY (TYP)
P
I ELEV = 252.
5
PVI ELEV = 265.86
J Q
w
J
PROPOSED
A.D. = 7.97%
PVI STA = 16+21.
9
U)_
caw
C/L
GRADE K = 37.66
PVI ELEV = 266.17
>
>-
5;w
w
w
300' VC
PVI STA 16+05.00
O r-
CD CoCD
PVI ELEV = 265.84
6 °o
+N CB1001
Ln °o
1.0
+N
-2.00
°
- II 1 TOP 2 5.93
11
- II
II U N 1 � INV IN 48.00 (E)
II U /
2.00
U m U 1 U INV IN 48.55 (N)
U w
m =1= INV OUT 247.80 (SW)
w
1 FIRE HYDRANT
1 TES ASSEMBLY (TYP) ._
_
1 INV IN 251.12 (E)
36" MIN.
8"x8" TEE
1 INV OUT 250.92 (NW)
(3) 8" G.V.
18" MIN.
8" DIP
�MH
\WATER
LINE 36" MIN. 1
64 LF
D3 (5')
1
18" IN.
_ 15" RCP
@ 4.93%
TOP 205.96
INV IN 253.31 (N)
\
EXISTING
I INV IN 253.31 (S)
12"x8" TEE
1
246 L
INV OUT 253.11 (W)
I
(2) 12" G.V.C/L
GRADE
1
CB 10 4
8" DIR
(1) 8" G.V.
TOP 264.55 @ 0 5
/o
E
1 8" DIP
IN OUT 257.60 (
TIOP
LF ER 6" MIN W/
18" RCP
3.89%
263.21
8" DIP 1 LI E263
CONC ET
@
INV IN 251.80
(NE)
1 CRADL�
H D2
INV IN 249.60
(SE)
@ 0.50%
1 78 LF 112 LF
\
OP 256.80
INV OUT
249.40 (SW)
1 / 24" RCP 8" DIP If
V IN 251.88 (Ei
V OUT 251.68 (W)
@ 0.64% 0.50% If
CB 11003
i\ / TOP
56.70
INV I
249.00 (E)
1 INV OUT
248.50 (W)
1
_
CROSSING #1 B-/1
72" RCP��\_CROSSING #1A
72' RCP
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N
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/ ' \ \ \ , - - - - - 1 1 / MH D3 (5) \ 8 x6 REDUCER WATER METER (TYP)
, / / / / i� 1 8"x8" TEE j 21
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15" RCP I / KARLOV RD. /
KARLOV ROAD PROFILE PLAN & PROFILE
HORIZ SCALE: 1 "=50'
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sir
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12+95.00
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HIGH PT STA
= 18+19.19
HIGN
POINT ELEV
272.67
LOW
POINT ELEV
= 262.66
LOW POINT ELEV = 261.45
HIGH POINT
ELEV = 268.64
PVI STA = 9+
0
PVI STA = 1
+35
PVI STA = 14+50
PVI STA
= 18+00
VI ELEV = 274.74
PVI ELEV = 2
3.27
PVI ELEV = 261.11
PVI ELE
A.D. =
= 268.98
3.25%
A.D. _ -7.501
A.D. = 3.50%
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K = 30.67
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Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SITE PLAN LEGEND
- - - STREAM CENTERLINE
00000000FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
++++
UTILITY LEGEND
PROPOSED SEWER LINE
SAN
PROPOSED FORCE MAIN
F
PROPOSED WATER LINE
811V
' T'
WATER LINE TEE
T
FIRE HYDRANT
WATER METER
a
REDUCER
®
GATE VALVE.
00
BLOWOFF ASSEMBLY
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
r_,t1jI:[•]VVITAN1[•]►rr•ZEel ►1�1:19l0
DATE
ATTENTION CONTRACTORS
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
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
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SAN�i\ 1ITARY SEWER
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0 50' 100,
290
285
280
275
270
265
260
255
250
245
L:
n
0 50
PROFILE SCALE
Know what's below.
Call before you
KARLOV ROAD PROFILE PLAN & PROFILE
HORIZ SCALE- 1 "=50'
VERT SCALE- 1 "=5'
I
LOW POINTS
A = 22+55.06
LOW POINT ELEV
= 264.57
PVI STA
= 23+00
PVI ELE
= 263.97
5.00%
MH D11 (5)
N
A.D. =
TOP 271.57
K -
0.00 INV
IN 258.26 (W)
j II
150'
INV OUT
VC
258.06 (S)
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w INV OUT 258.68
(E)
1 BLOWOFF
TOP 267.41
1 ASSEMBLY (TYP) /
INV
IN 254.89 (N)
CB 304
INV OUT
254.69 (S)
_
TOP 264.72
MH D9 INV OUT 260.60
(S)
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i
\
ASSEMBLY (TYP) EXIS ING INV IN 256.04 (E)
�C/L RADE INV OUT 255.84 (S)
/
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1
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/
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1
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/
1 U
36" MIN.
/
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0°
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10
6" DIP WAT
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R LINE
97 LF
1 0
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/
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4.77 TOP 265.12
8" DIP INV IN
260.00 (E) INV OUT 259.37 ( E)
`
@ 0.50% INV IN
260.25 (NE)
INV OUT
259.50 (W)
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TO
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260.50 (N)
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18+50 19+00
20+00
21+00
22+00
23+00
24+00
25+00
290
285
280
275
270
265
260
255
250
245
26+00 26+50
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SITE PLAN LEGEND
- - STREAM CENTERLINE
0 0 0 0 0 0 0 01 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
+ + + + + TREE SAVE AREA
UTILITY LEGEND
PROPOSED SEWER LINE
SAN
PROPOSED FORCE MAIN
F
PROPOSED WATER LINE
811V
' T'
WATER LINE TEE
T
FIRE HYDRANT
WATER METER
a
REDUCER
®
GATE VALVE.
®®
BLOWOFF ASSEMBLY
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
/_,t1jI.[0]VPATAN1[0]►0CeZKe]►6119:19l0
DATE
ATTENTION CONTRACTORS
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
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
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Town of Garner
Engineering Department
APPROVED
SIGNED DATE
SITE PLAN LEGEND
. — STREAM CENTERLINE
0 0 0 0 0 0 0 01 FLOODPLAIN
WATERCOURSE BUFFER
W W W W W W WETLANDS
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THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT#
AUTHORIZATION TO CONSTRUCT
DATE
ATTENTION CONTRACTORS
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
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
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OPTIONAL CONSTRUCTION-
1'-6
MONOLITHIC POUR, 2"
KEYWAY, OR 4 BAR
6"
DOWELS AT 12" CENTER
AS DIRECTED BY ENGINEER
TWO 2" PIPE WEEP HOLES
TO BE PLACED AS
DIRECTED BY ENGINEER
PLAN
FORMS ARE TO BE USED
FOR CONSTRUCTIN OF
SHOWIN POSITION OF BOLTS
THE BOTTOM SLAB
A STONE DRAIN CONSISTING
OF 1 CUBIC FOOT OF
NO. 78M STONE
CONTAINED IN A BAG OF
POROUS FABRIC SHALL
3
BE PLACED AT EACH
WEEP HOLE.
ALL DROP INLETS OVER
3"
3"
4 BAR 3"-6" IN DEPTH TO BE
I
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V-2" ON CENTER STEPS
4"
SHALL BE IN
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6"
B
12"
1.02
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SPAN
WIDTH
HEIGHT
CUBIC YARDS
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TOTAL QUANTITIES
BOX & COVER
DEDUCTIONS
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COPING
L
FEET H
CUBIC YARDS
MIN, H
C.M.
R.0
12"
3'
2'
2'-8"
0.262
0.222
0.855
0.015
0.024
15"
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0.929
0.023
0.036
18"
3'-5"
1.021
0.033
0.049
24"
4'-0"
1.151
0.059
0.085
30"
3'
2'
4'-3"
0.262
0.222
1.207
0.092
0.127
41 o
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CLASS "B" CONCRETE TO BE THROUGHOUT.
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PLAN
"VAN ACCESSIBLE"
SIGN
SIGN R7-8 OR
R7-8A
SIGN R7-8D
GALV. STL. POST
FINISHED GRADE
I 16""f �j� B 6„
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ALL SIGNS SHALL BE
PROVIDED AND INSTALLED IN
MAXIMUM
ACCORDANCE WITH LATEST
MANUAL ON UNIFORM
PENALTY
TRAFFIC CONTROL DEVICES,
NCSBC AND ADA
$250
SPECIFICATIONS AND
REQUIREMENTS.
R7-8D
NOTE: MAXIMUM PENALTY
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED
BY LOCAL AUTHORITIES.
VAN
ACCESSIBLE
3' DEEP CONIC R7-8A VAN ACCESSIBLE
FOOTING - - - - - - - - - - - - - - - - - -
NOT TO SCALE
3"
F �11/12" I
5' -
PLAN
CURB AND GUTTER
WITH CATCH BASIN ON STEEP GRADES
6„ 8„ 6„
USE ON FLAT GRADES 2% & UNDER
L__
3 DEPRESSED 3'
GUTTER LINE
ELEVATION
NORMAL CURB & GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
8„ 6„
USE ON GRADES 2% & OVER
10" DEPRESSED
I� MAX GUTTER LINE
12' g'
ELEVATION
NORMAL CURB & GUTTER ON STEEP GRADES
MIN.
DIMENSIONS AND QUANTITIES FOR CONC. CATCH WIN
DIMENSIONS
OF BOX do PIPE COVER
RE
NFORCING S. CONC. IN BOX HI ADD DEDUCTIONS
ff
SPAN
WIDTH
WIDTH
SPAN
HEIGHT
Iff-
DIM
4SION
-111
NO
LENGTH
LBS
WALLS
CONC,
FT, HT.
Fr. HT.
Fr. HT.
C.M.
R.C.
12
3 -0
2 -2
-2:-3-
-
-
-
-
-
-
-
-
-
-
0.235
0.513
0.748
0.228
-
0.015
0.032
15'
3'-0'
2'-2'
2-8'
0.235
0.583
0.818
0.228
0.228
-
0.023
0.036
18'
2'-10'
0.235
0.659
0.894
ABOVE
0.228
-
0.033
0.049
24'
1-4'
0.235
0.774
1.009
MIN. H1
0.228
-
0.053
0.085
30'
3'-4"
3'-2'
1'-8'
4'-0"
4
1'-5'
2
3'-9"
3
3'-9'
39
0.123
0.321
0.950
1.394
2.271
0.077
0.092
0.127
36'
42'
3'-10"
4'-5"
3'-8"
4'-4'
VARI-
ABLE
V-2'
1'-11'
e_0"
3'-2:
4
4
1'-11'
i'-8"
3
2
3'-9"
2'-11"
3
3
3'-9'
2'-11'
43
32
0.161
0.112
0.358
0.318
1.154
1.315
1.673
1.745
0.228
H2
0.290
O.281
0.077
0.085
0.132
0.180
0.178
0:243
48"
5'-0'
4' 0.
2'-6'
3'-2"
4
2'-3'
3
2'-11"
3
2'-11'
35
0.145
0.352
1.560
2.057
0.302
0.085
0.235
0.317
54"
Y-O"
2'-2'
5'-7'
5'-4"
3'-1'
S-2"
4
2'-10"
5
V-11"
3
2'-11'
41
0.180
0.386
1.826
2.392
0.324
0.085
0.297
0.401
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
CITY OF RALEIGH
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MAJOR STREET
12" 2,_6„
�\% 6„ 2,-0„
1p
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12"
1:1 TAPER6 T'
°
da7-
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4" ABC MIN.
COMPACTED SUB -GRADE
II I II I II I II I II I I I I I II I I
1 /8" R.
SURFACE OF
GUTTER 1/2"
T
JOINT FILLER
G.°. °12" 4. 4 d .. .4d 4° 4d
°
TRANSVERSE EXPANSION
JOINT IN CURB & GUTTER
NOTES:
1) CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, EXCEPT
THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR
WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING
MAY BE ALTERED BY THE TOWN ENGINEER TO PREVENT UNCONTROLLED
CRACKING.
2)CONTRACTION JOINTS SHALL BE INSTALLED BY THE USE OF TEMPLATES
OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS
ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1.5" SHALL
BE OBTAINED.
3)ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
4) WHEN REPAIRING CRACKED OR DAMAGED CURB AND GUTTER, THE MINIMUM LENGTH
OF SECTIONS TO BE REMOVED AND REPLACED ARE 10' FOR FORMED CURB
AND 7.5' FOR MACHINE PLACED CURB. NO SAW -CUT REPAIR OF CRACKS ALLOWED.
5) MINIMUM CONCRETE STRENGTH SHALL BE 3000 PSI.
STANDARD CURB & GUTTER DRAWN BY: REVISED
C. NIX 3/2019
TOWN OF GARNER N.C. APPROVED BY: C. JOHNSON 5313° T
1/2" EXPANSION
JOINT (TYP) PAY LIMITS FOR CURB RAMP
_ S/pF�q�K
6;TYP, G'R4SSSTR/P
6"W X 12"D '
CONCRETE CURB
2
)
5
1 12" D. (TYP)
5' MAX. 3
4
SAND/NG
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
R=1(TYP) PORTION OF RAMP OR
TRANSITION TO STREET.
s"/Type DETECTABLE 1/2" EXPANSION
g"M/N WARNING JOINT (TYP)
SURFACE (TYP)
1 SLOPE TO MEET GRADE, 15' MAXIMUM.
2 CROSS SLOPE: 2.00%
3 CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
N 4 RAMPS AND DOMES SHALL BE INSTALLED THE SAME
c WIDTH AS THE SIDEWALK.
5 IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL
BE INSTALLED ALONG THE BACK OF THE CURB
o COVERING THE FULL WIDTH OF THE RAMP.
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JOINT (TYP) g" TYP GR ISS STR/P
4ANO/NG c
6"W X 12"D
CONCRETE CURB
2
5
1
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♦
1
i 4
R=1' (TYP)
y DETECTABLE 1/2" EXPANSION
WARNING
JOINT TYP
SURFACE (TYP)
TYPE N-4A
CURB RAMPS - NEW DEVELOPMENT
OWN OF GARNER. N.C.
12" D. (TYP)
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
WHITE ON GREEN INFORMATIONAL SIGN
TO BE ADDED WHEN APPLICABLE
5'-0" MINIMUM
4'-0" MINIMUM
FUTURE ROAD EXTENSION
ROAD
CLOSED
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TO MEET NCDOT STANDARDS &
SPECIFICATIONS
GROUND
F"�1 Y"�I 1"Y W"i I i""<•
o
4" x 4" TREATED POST OR OTHER
Li NCDOT APPROVED SUPPORT LJ
FOR USE AT FOUR LANE STREET LOCAL &MIXED USE
AND > 40 MPH, OTHERWISE THREE 3 MARKERS MINIMUM
RED OBJECT MARKERS.
6' TYP. 6' TYP.
RED TYP.
4' MIN.
PAVEMENT
T U - CHANNEL POSTS ( 1.12 LB/FT )
NOTES:
1. BARRICADE(S) TO BE ERECTED ACROSS ENTIRE ROADWAY
INCLUDING CURB & GUTTER.
2. ADVANCE WARNING SIGN W14-1 (DEAD END) SHALL BE
PLACED JUST AFTER LAST INTERSECTING STREET.
3. MARKINGS FOR BARRICADE RAILS SHALL BE REFLECTIVE
AND ALTERNATE RED & WHITE STRIPS.
4. "ROAD CLOSED" SIGN SHALL MEET SPECIFICATIONS OF
M.U.T.C.D. R11-2 AND BE REQUIRED ATOP EACH BARRICADE USED.
5. CALL 811 FOR UNDERGROUND UTILITY LOCATE PRIOR TO INSTALLATION.
BARRICADE FOR DEAD END STREETS
DRAWN BY: C. NIX
REVISED4/2019
OWN
OF
GARNER.
N.C.
APPROVED BY:
C. JOHNSON
STD. NO.
3.17
CURB RAMPS
GENERAL NOTES
1. STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE AMERICANS
WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).
2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE ADJUSTED IN COORDINATION WITH
EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT.
t
STOP BAR
GRASSED AREA
SIDEWALK
PED-XING
SIDEWALK
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DETAIL SHOWING TYPICAL LOCATION
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN
s�o� \
CROSSWALKS AND STOP BARS.
X
VARIABLE _
STOP BAR
SIDEWALK
PED-XING
SIDEWALK
GRASSED AREA
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DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION
STOP BAR
SIDEWALK ' ` ' ' SIDEWALK
GRASSED AREA GRASSED AREA
DEPRESSED CURB & WINGS
OR HARD RETURN AT RAMP
FOR RAMPS AT ASPHALT TO ASPHALT STREET
TYPE DRIVEWAYS OR PRIVATE STREET TIE IN.
CURB RAMPS
TOWN OF GARNE
TYPE N-1. N-1A & R-1 TYPE N-2 & N-3
TYPE R-1A
�NOiiVG
J�O •b
e
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
S1_4c 11
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TYPE R-2
DRAWN BY: REVISED
C. NIX 4/2019
APPROVED BY: STD. NO.
N.C. C. JOHNSON 5.00
TYPE N-3A
PLANTING OR OTHER NON -
WALKING SURFACE IF DROPOFF
IS NOT PROTECTED
RAMP _ 5' MIN SIDE
SHARED FLARE
LANDING
20
8.3% SHARED - L
LANDING �
WALKING �`
SURFACE,: �%
6' (TYP)
4' MIN
TYPE R-3
r0r
Al 31pF
W
5 �(� l5 N6 NG A`k VVIOrN
MIN R�Mp PRE
ao\ac� N
so
PLANTING OR OTHER NON -
WALKING SURFACE IF DROPOFF
IS NOT PROTECTED
SIDEWALK
5, MIN t 83% g,MIN
SHARED_, - RAMP
8.3% LANDING
a
04�N 6"W X 12"D CONCRETE CURB 6�a
a
PARALLEL CURB RAMP
[TYPE R-4
SIDEWALK 6"W X 12"D CONCRETE CURB
6"W X12"D ��.. -. Js\
CONCRETE CURB `o�N
8. A 1/2" EXPANSION JOINT INSTALLED FULL DEPTH WILL BE REQUIRED WHERE THE CONCRETE h ' FLARE
SIDEWALK ACCESS RAMP JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS / RAMP
2' STRIP IF CUT THROUGH
EXISTING CONCRETE. \ / IS GREATER THAN 4' IN LENGTH. p 6'
OTHERWISE
FLARE OF CU THROUGH PLACE DETECTABLE
ING ON THE ENTIRE SURFACE OR RE UHF ALIGN CURB PARALLEL
9. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL. - LANDED' WITH CROSSWALK
8.3%
RAMP LANDING
FLARE FLARE
STOP BAR
RAMP
DRAWN BY: REVISED DRAWN BY: REVISED DRAWN BY: REVISED
C. NIX 4/2019 CURB RAMPS - NOTES C. NIX 4/2019 LOCATIONS OF DETECTABLE WARNING SURFACES C. NIX 4/2019
APPROVED BY: STD. N0. TOWN OF GARNER, N.C. APPROVED BY: STD. N0. TOWN OF GARNER, N.C. APPROVED BY: STD. N0.
C. JOHNSON 5.03 C. JOHNSON 5.07 C. JOHNSON 5.10
3. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
WHERE SIDEWALK IS REQUIRED.
CONCRETE DEPTH
RAMP 6"
LANDING a" 4. THE WALKING SURFACE SHALL BE SLIP RESISTANT. THE COLOR FOR THE DETECTABLE WARNING
AREA SHALL BE YELLOW, GRAY, CHARCOAL, OR BLACK FOR CONTRAST.
5. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED V/FT (12:1) IN RELATIONSHIP TO
THE GRADE OF THE STREET.
6. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48"
ALL RAMPS SHALL BE INSTALLED THE SAME WIDTH AS THE SIDEWALK.
7. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH
NONSKID SURFACE.
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
RAMP a 3% 01: MIN
LQ� -RAMa
Doo NDW� CURB RAMPS AT MEDIAN ISLANDS
S`2.`PN�NC'
F�agF DETECTABLE WARNING
=� SURFACE SHALL EXTEND
FULL OR RAMIDTH OF SIDEWALK
1/2" EXPANSION JOINT (TYP) SDEvq/K PAY LIMITS FOR CURB RAMP
� G�sssTRia
6"W X 12"D 2AN0/ _ CONCRETE CURB s"TYp. uc
3 CONCRETE DEPTH
2 RAMP/FLARE 6"
5 R=1' LANDING 4"
5' MAX. 3
♦ 1 1
12" D. (TYP)
4
CROSS SLOPE NOT TO
EXCEED 2%ON ANY ~ GRAsssTRia PORTION OF RAMP OR
R=1' (TYP) TRANSITION TO STREET. 8"W X 6"D TYP. 2ANp/
NG
QMN// 7/ DETECTABLE 1/2" EXPANSION 1/2" EXPANSION 3
WARNING JOINT (TYP) JOINT (TYP)
SURFACE (TYP)
5 2
TYPE N-1 (CURB TYPE) 5' MAX. 3 1
4
1 8.33 % (12:1) MAX RAMP SLOPE CROSS SLOPE NOT TO
If
EXCEED 2% ON ANY
2 CROSS SLOPE: 2.00% PORTION OF RAMP OR
24" TYP WIDTH TRANSITION TO STREET.
3 CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING 12" MIN WIDTH
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL DETECTABLE WARNING
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM ZEXPANSION
SURFACE (TYP)
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
4 RAMPS AND DOMES SHALL BE INSTALLED THE JOINT (TYP)
SAME WIDTH AS THE SIDEWALK.
5 IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL TYPE N-1 A (FLARE TYPE)
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP. NOTE: USE SMALL FLARES ONLY WHEN A CURB
SIDEWALK TYPE DIRECTLY CONFLICTS WITH
APPROACHING VEHICULAR TURNING
MOVEMENTS.
` 1/2" EXPANSION
JOINT (TYP)
2
cl�p9ss 3 3 TYPE N-2 (RADIUS)
6"W X 12"D /lL GRASS 4 \' (TYP)
4
CONCRETE CURB
DEPRESSED 2'-6" DETECTABLE WARNING \ CONCRETE DEPTH
CURB & GUTTER SURFACE (TYP) CO CR D H
RAMP/FLARE 6" 2
LANDING 4"
1/2" EXPANSION 1/2" EXPANSION
JOINT (TYP) JOINT (TYP) TYPE N-2 (TEE INTERSECTION)
SIDEWALK 3 J�P�
' S
1
4 - R-1' (TYP)
1
DETECTABLE WARNING
SURFACE (TYP)
6" W X 12"D CONCRETE CURB DEPRESSED 2'-6"
CURB & GUTTER
DRAWN BY: REVISED
CURB RAMPS - NEW DEVELOPMENT C. NIX 4/2019
TOWN OF GARNER N.C. APPROVED BY: STD. O.
C. JOHNSON 5.01
RAMP WIDTH AREA VARIABLE
4' MINIMUM
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BASE DIAMETER
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TOP DIAMETER OF NO
LESS THAN 50% TO
NO MORE THAN 65%
OF THE BASE
DIAMETER
0.65" 1.6" TO
0.9" TO MIN.
- _
.20"
1.4" 2.4"
t
2" , PRECAST CLASS "B"
CONCRETE
12„
DETECTABLE WARNING
DOMES CONCRETE PAVER
4' MIN LANDING
SLOPE 12:1 MAX (6' MIN.)
2'DETECTABLE DEPRESSED CURB
1/4"/FT
4"
WARNING DOMES STANDARD 2'- 6"
s^ CpNC SEE NOTE #1 j" CURB & GUTTER
'
AC WALK SlDE IRA
`
EXPANSION JOINT
1" GROUT TO SET BLOCKS 4" CONCRETE FOUNDATION
FOR WARNING DOMES TO BE
WITH SAME POUR AS RAMP,
FLARES. ETC.
RAMP SECTION
WITH DETECTABLE WARNING PAVERS
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. SIZE OF PAVER
SHALL BE V X 1'.
2. THE COLOR FOR THE DETECTABLE WARNING AREA SHALL BE
YELLOW, GRAY, CHARCOAL, OR BLACK FOR CONTRAST.
DETECTABLE WARNING SURFACE PAVERS
TOWN OF GARNER, N.C.
CITY OF RALEIGH
DRAWN BY: REVISED
C. NIX 4/2019
APPROVED BY: STD. NO.
C. JOHNSON 5.11
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
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D RAW N BY
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DESIGNED BY
B. INGE
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SCALE
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5" STORZ
FINISHED GRADE NOZZLE
PROPERTY MINIMUM 3G" HORIZONTAL CLEARANCE PROPERTY MINIMUM 36' HORIZONTAL
\ \\\ ;`;:.;:•.{... {. ...:.:.. :.:.•.;,:. LINE FROM ANY OBJECT. LINE LEARANCE FROM ANY OBJECT, 2 4" NOZZLES W/
NATIONAL STANDARD L )
NEW CONC. TO BE SAW CUT AND REMOVE THREADS (�,Y
EXISTING 3000 PSI EXISTING PAVEMENT FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED HYDRANT, PUMPER NOZZLE
NEW ASPHALT SURFACE COARSE A
CONC. O" 3" MINIMUM /TOWARDS FIRE TRUCK ACCESS. /FIRE
T❑ BE POINTED TOWARDS FIRE
TYP. TRUCK ACCESS, 32" MIN.
"+:':•'t':•+:':•'t':+:"•::'!.:''..::r• : : •`:'-::-":•:'.'- ':•" .'..''-'''°'.:'.'I::•°".+.r'•::'t':a.'•::''". EXISTING PAVEMENT TRAFFIC FLANGE BETWEEN 2'' G'' TRAFFIC FLANGE BETWEEN
....' •.o.•�..•''. °•.u..�..°,. °•.o..,...:.°.o....a % .. ... EXISTING PAVEMENT
''"' " BOVE GRADE G ABOV BADE
�•e•s: :c'": e•s: :4'"a•+ .J:V:'.!�•e''a..+.�.:a:. ''. ,: %e`s.:c'..�f•..':o.. :•• O A ° o UNDISTURBED 8" MIN.
..:'::a ; ..::: :. '>`: :...::.. . _ .... '. .' e. :. e.;''o ..:.. ' ...,':' :..::':• :..: «': 8 ° o NEW AEC 1 z MIN. DEPTH ' 3'-O" MIN,
v: a::: e., 'o :•a;::1•V'a :ai :;•.. ':.-.•.. :• SOIL
BORE la I/8" DIA., I'-O" SIDEWALK PAVEMENT SIDEWALK \r:.: :...:.: :.. .. ... •: •.; CURB AND GUTTER / 3 G CURB AND GUTTER
ALK
oo°� J / / PAVEMENT
d � '
2'' BELOW EXISTING
EXISTING ; �.:•::: io + i!.::::' `.+.3
o ,
"" ON CENTER, ALONG CUT BACKFILL y a.:.. ,.+: y +' -a•x.• ,.+:
G" COMPACTED NO. : '- .: DOWEL W/ #4 BAR :;..,•.;.... ::..,. t..: 2 _G
WllY
SUBGRADE o :.� o v(� GROUND LINE
r,..x ' '.
0 0 z..;.
G7 STONE VALVE BOX VALVE BOX GATE VALVE
_ VALVEz
TYP, TYP. EXPANSION JOINT MATERIAL, UNDISTURBED CONC. THRUST
MASTIC SEALANT, AND DOWEL SOIL COMPACTED BACKFILL BLOCK
BACKFILL, TAMPED IN ADHESIVE AS REQUIRED BY COMPACTED N N COMPACTED BACKFILL CONC. THRUST
G'' LIFTS FILL IN G'' LIFTS (TAMPED IN G" LIFTS) (TAMPED IN G" LIFTS) BLOCK
NCDOT STANDARD SPECS.
U
c
G MIN. B NCH PIPE ::`.. RA '^ G" MIN. BRANCH. PIPE O
PIPE : M N a� r MAIN N E
uNDISTURBED SOIL \\�\\ :' " RESTRAINING GLANDS w
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PIPE REFER TO W-3 r:' • ,'•. ~ 3
SEE W-3 NOTES: / '"! RESTRAINING 3/4" HOT DIPPED
-3''x I'-3''x 4'' THICK GLANDS CONIC, SETTING SLAB GALVANIZED BRIDLE ROD 1'- 0' Q a: 3
1'-3'x 1'-3'x 4' THICKrLr
I . THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN ° ° ° MAY BE COUPLED ONCE. LU LU o
APPROPRIATE SAW CUT MACHINE. MINIMUM SIDE 7 CU. FT. CRUSHED
O.D. OF PIPE / 3000 P,S,I, CONCRETE Q LL z
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND G" OF #G7 STONE WHEN G G CLEARANCE STONE MIN. 7 CU, FT, CRUSHED LL N
THRUST BLOCKING w r� O
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A STONE MIN, 0
ROCK OK WATER IS UNDISTURBED EARTH. UNDISTURBED EARTH, i
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. ENCOUNTERED / oo CL
3. THE FINAL I ' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL N
NOTES: TO 1 00% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN NOTES: z W 6:
I . SEE CITY OF RALEIGH STANDARDS FOKTKENCHES AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS ACCORDANCE WITH AASHTO T-60 AS MODIFIED BY NCDOT. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLEK, AMEKICAN DARLING, KENNEDY, MOH, �j J U) X J
2. PAVEMENT CUTS WITHIN NCDOT DOW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT 4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED. WATEKOUS, CLOW, EAST JOKDAN IRON WORKS, OK US PIPE. NOTES: Q Ix � < LU
PERMIT. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9G FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLEK, AMEKICAN DARLING, KENNEDY, MOH, �p O 0
3. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAW CUT NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK. 3. G" GATE VALVE SHALL BE AWWA C500-8G OPEN LEFT WATEKOUS, CLOW, EAST JOKDAN IRON WORKS, OR US PIPE. NOTES:
MACHINE. NOTES: s _ �r) z
G. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY T
4. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND I . TRENCHES UI ING SHO ING AND B CING DIMENSIONS SHALL BE TAKEN F OM THE 4. STEEL RODS AND BOLTS SHALL BE �' HOT DIPPED GALVANIZED 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 50-9G ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWNS OF GARNER, 'E O
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH. N REO R R RA K R 5. FIVE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION 3. G'' GATE VALVE SHALL BE AWWA C500-8G OPEN LEFT =
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF ROLESVILLE, WAKE FOREST, KNIGHTDALE, WEN DELL AND ZEBULON SHALL BE PAINTED CHROME YELLOW � c
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR INSIDE FACE OF THE SHORING AND BRACING. RODS SHALL NOT BE COUPLED MOVE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE s i
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 5. THE FINAL G" OF FILL 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL 4. STEEL RODS AND BOLTS SHALL BE 4' HOT DIPPED GALVANIZED WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS.
ADDITIONAL DETAILS. HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A KEBAB CAGE SHALL BE 5. FIVE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION CO >
SHALL CONSIST OF ABC LE OF THE
COMPACTED TO A DENSITY EQUAL AA TOT OF THAT OBTAINED 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. INSTALLED NO MOVE THAN 10' FROM HYDRANT AND POURED IN CONCRETE 2. ALL PRIVATE FIRE HYDRANTS SHALL BE RED. LU
BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY 8. NO HAND PATCHING ALLOWED. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE � p� �
NCDOT . 9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE 4. BACKFILL SHALL BE TAMPED IN G'' LIFTS. FIVE HYDRANTS TO BE LOCATED IN DOW OK 2 FOOT EASEMENT ADJACENT TO DOW HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A KEBAK CAGE SHALL BE
ENCROACHMENT PERMIT. 5. ACHIEVE 95% COMPACTION IN BACKFILL INSTALLED NO MOVE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIVE HYDRANTS TO BE LOCATED IN DOW OK 2 FOOT EASEMENT ADJACENT TO DOW J
ANYTIME SITE WORK, CONSTRUCTION, CITY OF KALEIGr ILL!
ROAD WORK, OK ANY OTHER, WORK DEPARTMENT OF PUBLIC UTILITIES ~
CITY OF RALEIGH CITY OF RALEIGH CHANGES THE GRADE OF THE FIVE CITY OF RALEIGr ANYTIME SITE WORK, CONSTRUCTION, CITY OF RALEIGH RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
CITY OF RALEIGH HYDRANT, THE PERSON KESPONSIBLE ROAD WORK, OR ANY OTHER WORK
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FOR, THE WORK IS KESPONSIBLE FOR, DEPARTMENT OF PUBLIC UTILITIES CHANGES THE GRADE OF THE FIRE DEPARTMENT OF PUBLIC UTILITIES WAKE FOREST, WENDELL � ZEBULON
ADJUSTING THE FIVE HYDRANT To STAY HYDRANT, THE PERSON RESPONSIBLE �
STANDARD CONCRETE STANDARD ASPHALT TRENCH BOTTOM DIMENSIONS $ BACKFILUNG WITHIN COMPLIANCE STANDARD FIRE HYDRANT FOR THE WORK IS RESPONSIBLE FOR STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH 5 �
PAVEMENT PATCH DETAIL PAVEMENT PATCH DETAIL REQUIREMENTS FOR DUCTILE IRON INSTALLATION DETAIL ADJUSTING THE FIRE HYDRANT TO STAY INSTALLATION DETAIL STOfzZ PUMPER NOZZLE O
WITHIN COMPLIANCE, _
DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO, REVISIONS DATE REVISIONS DATE DWG. NO, REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISI❑NS DATE DWG. REVISIONS DATE REVISIONS DATE U,
RRr 3-3 -00 A.B.B. 0-29- O RRr 3-31-00 .B.B. 4-1G-04 D. .C. 9-3-ee ABB 2-15-05 ABB 4-G-04 PAP 2/1T/O9 ABB 4-6-04 NO. MAB 6-30-16
W-1 A.B.B. 2-8-05 MAB o-31-13 W-2 D,W,C, 1-1-99 -- W-3 RRH 3-31-00 J.P.S. 10-29-10 W-4 DHL 2/14/08 W-4a W-5 KAT s-15-» O
THRUST COLLAR
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ALL AREAS GIVEN IN SQUARE FEET. • o z > LU
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"X" BAR UNDISTURBED SOIL _ 11 1/4° 1,108 1 1 1 1 1 1 2 1 w>_ ¢ i }
° ° w 22 1/2° 2,207 1 2 2 1 1 1 3 1 `•4� LL ¢ N a f J ¢ ¢ TOP VIEW DESIGNED BY
.: > ti •
:�; •af t`�:; ��.' ,=':i o�° m 45° 4,328 2 3 3 1 1 2 5 1 �a:a �Jv' z o �o¢W3
~"� ••' ° ° :yt�• s 90° 7,996 2 4 5 1 1 2 8 1 w a¢ w J • B. INGE
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' �:^ I> °: I• PLUG 5,655 2 3 4 1 1 2 6 1 z o w W w z 3000 PSI SOLID CONCRETE SHALL BE
2,500" a.� >i` o ".�• %:�i. • ;+q` 8u _ W USED AS FOOTING FOR DUCTILE IRON • CHECKED BY
a: .cy •`e, 11 1/4' 1,970 1 1 2 1 1 1 2 1 o w V) PPP 3 Z C) LjPIPE. •
z W K. ROBERTS
oO�o! tr � 22 1/2° 3,922 1 2 3 1 1 1 4 1 C) v M � ° uN0 W J z VALVE • •
.a. •~t; ~e�:'� _ '..:4+. 'e.'a:'• o O = O U (U M (U PO M �/i O SCALE
:;; ... ° ..,m Q O Pa Po FLANGE �` ;.y, • : ° 45' 7,694 2 4 5 1 1 2 8 1 K O Q ro o
09 00,E ao° °oM P; o w o - j 90° 14,215 4 8 9 2 2 4 15 2 LL_O w ¢¢
~ m ^ () J cj ¢ W f M.J. FITTING •
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3" MIN. 3" MIN. u O = PLUG 10,053 3 5 6 2 2 3 10 1 v, z LD W Pa d. .
CLEARANCE "Y" BAR Bll CLEARANCE m o w-E J " O = o z ro o J z B_ 6".p ' e •
REINFORCING REQUIREMENTS Q m Q Z 12 W O p U _p. ,' _�.' EX15 ING
I.D. PIPE REBAR SIZE X' BAR LENGTH X' BAR WEIGHT Y' BAR LENGTH Y' BAR WEIGHT NO. REQUIRED ,�m Q m N T_ CZQ N 11 1/4° 4,433 2 3 3 1 1 2 5 1 ° m z 00 Z 4 •
6' - 36' #5 -2'+ O.D. PIP L043 LBS/FT 1'-1' 1.1 LBS, EACH X-24, Y-12 L� U O w � �) Q L Q m PA z 2 J °• 'D. '' .Q- '4' o 0
= n Q U W z z 22 1/2' 8,826 3 5 6 2 2 3 9 1 �4`1 z' - z Q Pa cj.. W o. a o' MAI •
48' & greater #6 '-0'+ O,D, PIPE 1.502 LBS/FT F-3' 1.9 LBS. EACH X-24, Y-12 = F U O O - J - < z J W > '
rHRusr COLLAR, AND rHRusr SCHEDULE O o z a� z u v 45° 17,312 5 9 11 3 3 5 18 2 ` ';d a Ov Q O O V)¢ Q- f U o
I.D. PIPE A.. B C U oO T-C)U cz 0 o P-V)V)PaPa
G" - G" 4" 7" 2" 3/8" n O o In'0 u 90° 31,983 8 16 19 4 4 8 32 4 z o N o o w z w j
20" - 24" 1'-411 -7" 311 11211 Z m z z O z_ m o z _j W¢_ z
z�0 �- �- PLUG 22619 6 12 14 3 3 6 23 3 0�� �oo�i0(U ~'"`n�
30" - 30" 11-411 1'-7" 4" 5/8" O Q Q O Q o w o Cz 16" W W U� H TAPPING SLEEVE
48" � reater 1'-8" 1 -9" 7/8" z z z Q Q� D_ z �' W W o w V).
g G U w W u m o m w 11 1/4° 7,661 2 4 5 1 1 2 8 1 ; .° N cj o fro SIDE VIEW
2 1 /2 NATIONAL STANDARD NOTES: w W z W Q° w 22 1/2° 15,691 4 8 10 2 2 4 16 2 0 d' •6ED
OUTLET THREADS I . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. = v _' W ' •�.a N M u6
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. w O z0 U m w - m 45° 30,779 8 16 19 4 4 8 31 4 w J t • Q�,
Cz
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. \ Z U U N Q u 90° 56,861 15 29 35 8 8 15 57 6 m = Q Q NOTES:
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALATION LU _ n Q - z a v CONCRETE SHALL NOT CONTACT
SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3. w PLUG 40,213 10 21 25 5 5 10 41 5 J Q z o BOLTS OR ENDS OF MECHANICAL JOINT
CITY OF RALEIGH 5 BACKFILL TAMPED IN G" LIFTS PER CITY OF RALEIGH ��a • CITY OF RALEIGH REACTION BEARING AREAS ARE IN SQUARE CITY OF RALEIGH 00 _F O w z CITY OF RALEIGH 2TSEE STANDARD REACTION BLOCK CITY ❑F RALEIGH
STANDARD DETAIL W-3. , � g - Dz O
G. THRUST COLLAR MUST BE FACTORY ' e' FEET MEASURED IN A VERTICAL PANE IN THE n ~ TABLES, W- O AND W- FOR AREA OF
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES cd'. :.. 4 • DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES -D O r '>. DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
WELDED ON BOTH SIDES ALONG BOTH .:' .0 • TRENCH SIDE AT AN ANGLE OF 90° TO THE ]z - CONCRETE REQUIRED.
-'r.'?.r t' THRUST VECTOR. THRUST BLOCKING DESIGN '`9''p'''' 4" - 24" STANDARD TAPPING SLEEVE AND
HYDRANT OPERATING NUT AND 2 euGes of COLLAR, AROUND THRUST BLOCKING DESIGN DATA a ...�...¢-;;
112" OUTLET THREADS CIRCUMFERENCE. FOR WATER MAINS -_ a: °:'.�'.: O STANDARD THRUST BLOCKING VIEWS QUANTITY TABLE STANDARD VERTICAL BEND VALVE ASSEMBLY N Uj
� °a' USE G" - 90 BEND VALUE FOR
DWG, N❑, REVISIONS REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE . c• .� . DWG. NO. REVISIONS DATE REVISIONS DATE HYDRANTS FOR ADDITIONAL DWG. NO, REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISI❑NS DATE REVISI❑NS DATE
c W_6 RRH DATE DHL 16-08 W-7 KKH 1-21-0o J.P.S. W_9 D.W.C. 3-1-67 RRH 3-31-00 SAFETY FACTOR. W- 1 O D.W.C, G-23-99 �/_ 1 2 ABB 4-G-04 J.P.S. 11-1-10 �/_ 1 [} Y.C.A. 2-31-91 RRH 3-31-00
A.B.B 3-31-00 J,P,S 11-1-10 D.H.L. G-I8-O8 9-7-Ee D.H.L. G-16-08 D.H.L. G-16-08 D,W,C, 9-7-99 J.P.S. 1-1-10
c
p APPROVED M THOD FOR EXTENSION OF VA ME BOX NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALL
VALVES. NO PRECAST CONCRETE DOUGHNUT
m 932' ALLOWED.
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83/♦' C Z
D CAST DATE Q 1/4' 1/4" ATTENTION CONTRACTORS IJ-I
o SEE STANDARD W- 1,5 � : v ATER '• , •� 2' O O � � Z ' � Q
FOR COVER DETAILS. THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE LU
en Manufacturer + ro 70
U r
1 GATE VALVE 11" a a p 'Q o o EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN LU
° STANDARD VALVE °' ° ' W TER D M❑/DAY/YR I THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC Z O �
63: LU
Box TOP SECTION To 2' IN DOMESTIC UTILITIES DEPARTMENT AT [phone] AT LEAST TWENTY Q
TEE BE SLIDE SECTION
w 314" ALL -THREAD STEEL CASTING Class 35 C FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR H
o ROD (CUT TO LENGTH) U CONSTRUCTION. J u) z
FINAL PAVEMENT O O
z p Q COURSE .:+•. •::. .:;.:... a� Q/ 20 1/8' 1 1/2' Q ~� LU Q
a x
•'.:.° :••,•: VALVE BOX'::.:e::•::•'
Qv� FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF z
`='� " ° BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF z Q (n W COVER , ; .... 7 " 5ECTION C-C
o Q'' CONCRETE 16 1,r MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY 0 ~ CD LJ
O vap FAD VALVE �18 NOTES: WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF Q 0
BOX PLAN VIEW BOTTOM VIEW I . COVER WEIGHT: 1 3 LBS +/- 5%
� O O THIS NOTIFICATION FAILURE. O
1'-0" M,J, NIPPLE USE 5" SOIL PIPE 2. LIDS TO BE COATED WITH Q
I WITH GLANDS (MIN, > FOR EXTENSIONS 5 3. HOE SHALL
L BE FITTED
WITH A FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM U O
o •• � �16" 3. HOLE SHALL BE FITTED WITH A
0 VALVE MAY BE B❑LTED TAMPED METAL GROMMET
SEE W-10 AND W-I PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER
FOR REACTION DIRECTLY TO TEE, BACKFILL VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A V 1
BLOCKING CONCRETE "
AREA. 8" 2 FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE
N ROD REQUIREMENTS CITY OF RALEIGH. 0
NO. OF RODS BRANCH SIZE 1 8" PRE -DRILL D HOLE 7/8"
0 4° 2 WATER . VALVE rr 1/4" -�
6" 2 0 0 4"
8" 4 MAIN A T
� 12' 4 STAB -IN C.I. oR u.I. WA ER
16" 6 PIPE GASKET TAMPED
24' 6 BACKFILL' ' CITY OF RALEIGH
30' 8
� 36" 8 9' NOTES � �
�5 1/2'-5 5/8' MA HALVE BOX NOT TO CONTACT WATER 5 7 " rr METER Q
o NOTES: 16 1,7 O
2) ALL TRAFFIC CASTINGS MUST BE CLASS
I . STEEL RODS AND BOLTS SHALL BE 314" HOT DIPPED GALVANIZED. 35 OR GREATER, NOTE I "WATER" LETTERING MUST BE I " RAISED (RECESSED FLUSH)
3) FOR ANY VALVES OVER 10' DEEP, A NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST. 19 1/4'
i 2. SEE STANDARD THRUST BLOCK. TABLES W- O AND W- FOR CONCRETE. VALVE STEM EXTENSION MUST BE USED TO SECTION VIEW
a_ 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. BRING TO A DEPTH OF NO MORE THAN 5', NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS. SECTION 8-8 Town of Garner
Y 4. THIS KODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS. STANDARD VALVE BOX EXTENSION MUST BE A MINIMUM OF 1' SOLID NOTE 4 - COVER MUST BE CLASS 35 OR GREATER. Engineering Department
o BOTTOM SECTION 4)OT TOTAL VALVE BOX WEIGHT, MINIMUM OF NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOAD 9 9 P
85 LBS• REQUIREMENTS. APPROVED
t CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
mDEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES -
3 VALVE RESTRAINT AT TEES AND CROSSES VALVE BOX I N5TALLATION 5 1 /4" VALVE BOX DROP LID 17 5/6'
JOB NO.
�, 6 7/8-8 13 �� WATER METER BOX DETAIL
z FOR LINES (4"-24") AND EXTENSION DETAIL WITH 4" SKIRT �6 TYP,
5/8'-8 1/ ECTION A -A
0 DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE
0 10 1/4'-11'
(n W- 15 RRH 3-31-00 Q.H.L. G-1 G-o8 W- 17 D.W.C. I 9-7-Ee I A.B.B. 1 5-04 W_ 18 W-25 I D.W.C. 11-3-99 ABB 1-20-05 37500
A.B.B. 4- 19-04 J.P.S. 11-1-10 RRH 3-3 -oo DHL G-07 RRH 3-31-00 J.P.S. 11-4-10
SIGNED DATE
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TRASH HOOD
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2" AIR RELEASE VALVE
4
2" CURB STOP BALL VALVE
5
ADAPTER
6
2" MECHANICAL JOINT BRASS PIPE AND FITTINGS
7
2" TYPE "K" SOFT COPPER WITH FLARED ELBOW
8
CORPORATION COCK
9
1 6" DIAMETER DRAIN
10
GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN
11
PIPE CAP
12
2"-GATE VALVE
SEE STANDARD DETAIL W-3 TO INSURE PROPER BACKFILL.
CURB STOP BOX �,
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TOP OF VALVE NEEDS
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TOP OF METER BOX LID.
LOCKABLE VALVE
3" #G7 STONE -
BACKFILL, TAMPED
IN G" LIFTS
L_ 45 0 ,
I
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1. AIR VALVE TO BE F-20 WITH
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VATIC VM45.
2. THE AIR RELEASE MANHOLE SHALL BE
INSTALLED IN THE SHOULDER OR AS DIRECTED BY
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FOR METER BOX ❑
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CONCRETE BRICK
NO JOINTS OR
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VENTION DEVICE
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5/8"x 12" COPPER
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= 2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE,
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED
EASEMENT ADJACENT TO K/W.
4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BE
USED TO ADJUST TO GRADE. COPPER KESETTERS 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.
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CLASS 1,11, OR III MATERIAL
DENSELY COMPACTED
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UNDISTURBED
SOIL
CLASS I
MATERIAL
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD BEDDING DETAILS FOR
CCFRPM PIPES
DWG. NO.1 REVISIONS DATE REVISIONS DATE
cJ II J.P.S 1 0-8- 1 0
NEW CONC. TO BE 3000 PSI
EXISTING CONC.
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SEE 5-4 5-5
SAW CUT AND REMOVE
EXISTING PAVEMENT
11011
BORE 1 1/8" DIA., P-0"
ON CENTER ALONG CUT
$ DOWEL W/ #4 BAR
EXPANSION JOINT
MATERIAL, MASTIC
SEALANT, AND DOWEL
ADHESIVE AS REQUIRED
BY NCDOT STANDARD SPECS.
\SPECS. UNDISTURBED SOIL
NOTES:
I . See City of Raleigh standards for trenches and pipe bedding (
5-4 $ 5-5) 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
STANDARD CONCRETE
PAVEMENT PATCri DETAIL
DWG. NO.1 REVISIONS JDATE I REVISIONS DATE
cJ 2 D.W.C. G-23-99 A.B.B. 4-19-04
RRH 13-30-001 F.S Ij0-8-10
MECHANICAL
RESTRAINING
GLAND
BLIND FLANGE WITH
2" THREADED PLUG
GROUND LINE OR
PAVEMENT
3000 P.S.I.CONCRETE�
PAD BENEATH FRAME,
4" THICK
RODDING
NOTES:
1) NO ROD COUPLINGS ALLOWED
PLUG
THE BACKFLOW PREVENTER LOCATION IS
DEPENDENT ON THE TYPE DEVICE
PROPOSED FOR USE AS FOLLOWS:
DETAIL W-20 TO BE
USED SEE STANDARD
MANHOLE COVER
X FLANGE PIPE:
PLAIN END
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3/4" OR
SIZE
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BLOCKS
ONE OR TWO FAMILY RESIDENTIAL
COMMERCIAL
DEVICE LOCATION
DEVICE LOCATION
BACKFLOW PREVENTION
A FORD ANGLE CHECK
A SHALL BE DETERMINED
OR OTHER APPROVED
BY OCCUPANCY t
DUAL CHECK VALVES
APPROVED BACKFLOW
LIST.
NEW ASPHALT SURFACE COURSE
3" MINIMUM
EXISTING PAVEMENT EXISTING PAVEMENT
EXISTING
SUBGRADE I-O"
UNDISTURBED SOIL
COMPACTED FILL
IN G" LIFTS
PIPE I -C . .
REFER TO 5-4
$ S-5
NOTES:
I . 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 I' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO
100°Io 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.
G. 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 (5-4 s 5-5) FOR
ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED.
10. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD ASPI-1ALT
PAVEMENT PATCri DETAIL
DWG. NO. REVISIONS I DATE I REVISIONS I DATE
3 3 D.W.C. I I I -1 -991 A.B.B. 4-1 9-04
RRH 3-30-001 Ij 0-8-10
FINAL
BACKFILL
MAIN SIZE
END PIPE SIZE
G" - 1211
G" MIN.
I G"+
APPROVED BY
CORPUD
4" DIA. WATER
MAIN MARKER
MIN. 2 X DIAMETER
BLIND FLANGE
WITH TWO BOLTS
2-FLANGE X FLANGE
ELBOWS BOLT TOGETHER FLOW =>
\ 1
G"X8'Xd
CONCRETE
PAD DI
ECTED TO
NATUFAL
DRAINAGE
AREA (
EE NOTE #3)
CONCRETE PAD AROUND
VALVE AT FINISHED GRADE
FLANGE X FLANGE
VERTICAL
lq" WEEPH❑LE
O #G7 WASH 5TC
NE
FLANGE X (SEE NOTE # I )
G" MIN.
FLANGE ELBOW
MAX.
10.01
:•o.
.°=;' TOP OF CON
BETE
6"- 8" :':..
BLOW OFF VALVE
i
CONCRETE
BLOCKING
SEE DETAILS W-8 &
1, DRILOL 1/4" WEEP HOLE FOR STACK DRAINAGE INT❑
W-9 FOR THRUST
STONE,
Fn
G) BLOCK INF❑RMATI❑N
2, DOUBLE 3/4" BRIDLE RODS ON BOTH SIDES,
3, A RIP -RAP SWALE FROM FROM CONCRETE SPLASH PAD
TO P❑SITIVE DRAINAGE AREA IS REQUIRED,
4, BOTTOM 90 ELBOW SHALL HAVE BLIND FLANGE
ATTACHED WITH TWO BOLTS,
5, INSTALL WATER MAIN MARKER AT R/W OR P/L TO
LOCATE MAIN,
6, 3/4" RODS AND BOLTS TO BE HOT DIPPED
GALVANIZED,
7, END PIPE SIZE 6" MIN, OR AS APPROVED BY PUBLIC
UTLITIES,
NOTE: NO ENCASEMENT
REQUIRED FOR SPACE
GREATER THAN 18" FOR
WATER LINES
FL❑WABLE FILL
1 6" 1 PIPE f.6"
FULL TRENCH WIDTH-
O.D.
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6"
CLEARANCE
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ENC❑UNTED
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12"
MAXIMUM SIDE
CLEARANCE
NOTES:
1, TRENCHES REQUIRING SH❑RING AND
BRACING, DIMENSI❑NS SHALL BE TAKEN FROM
THE INSIDE FACE OF THE SH❑RING AND BRACING,
2, NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL,
3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL,
4, BACKFILL SHALL BE TAMPED IN 6"
LIFTS IN TRAFFIC AREAS, 12" IN
N❑N-TRAFFIC AREAS,
5, ACHIEVE 80% C❑MPACTI❑N IN N❑N-TRAFFIC
AREAS, AND 95% C❑MPACTI❑N IN
TRAFFIC AREAS,
6, IF IN EASEMENT 4" T❑PS❑IL, AND
12" CLEAN SELECT FILL MAY BE REQUIRED,
7, NO BOULDERS 8" IN DIAMETER OR
GREATER ALLOWED IN FINAL BACKFILL,
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IR❑N
n/G, N❑, REVISI❑NS IDATE I REVISI❑NS DATE
D.W.C. 9-3-99
S-4 RRH 3-30-00
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
CITY OF RALEIGH
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
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D RAW N BY
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CHECKED BY
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FINISHED
FINAL
BACKFILL
GRADE
UNDISTURBED S❑IL
.-Q::'.::,
INITIAL
BACKFILL
:•
SPRING LINE#67
STONE
ow8° 80
HAUNCHING
°
°
PIPE GRADE
8
°089,°0, 0 080
4" BEDDING
TAMP WELL UNDER
MINIMUM
BOTTOM HALF OF
6"
O.D. OF PIPE
6"
SIDE
PIPE
CLEARANCE
TYPICAL TRENCH BOTTOM
DIMENSI❑NS FOR SDR 35 PVC
GRAVITY PIPE
NOTES:
1, FOR TRENCHES REQUIRING SH❑RING AND BRACING, DIMENSI❑NS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SH❑RING AND BRACING,
2, NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL,
3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL,
4, BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN
N❑N-TRAFFIC AREAS,
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSI❑NS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
S-5 I IJ IVu I LJ J-1—O/
7-2-82
e o. QtFMI T RF o e
IS:
�b SPACE 00
a_ - u
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2' 0" v ° ° a 3000 P.S.I. CONCRETE
ENCASEMENT
. 4
ADJUST FLUSH PLAN
WITH FINAL GRADE STANDARD MANHOLE
FRAME AND COVER
2"
> "
STANDARD
MANHOLE
SECTION
PRECAST CONCRETE SPACER
(DONUT RINGS) IN TRAFFIC
AREAS ONLY. DONUT RINGS
NOT ALLOWED IN
EASEMENTS.
a•.• p . �o:.e,,pp
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COMPACTED
BACKFILL
TOTAL
CHIMNEY NOT
TO EXCEED I I "
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE FRAME AND COVER
°' DETAIL WITHIN PAVED SURFACES
DWG. NO. REVISIONS I DATE I REVISIONS DATE
5-29 Y.C.A. 1 2-3 1-9 I ABB 9-20-04
o RRH 13-30-001 DHL 11 1-29-07
PAVEMENT ❑PTI❑N
NEW MANHOLES USE A BUTYL PLASTIC GREEN MANHOLE
SEALANT BETWEEN FRAME AND MARKER LABELED SEWER
SEE C.O.R. STANDARD MANHOLE TOP SECTION WHEN MANHOLE, SEE NOTE 3
5-25 FOR MANHOLE SECURING FRAME TO MANHOLE TO COVER 120 LBS. MINIMUM
FRAME AND COVER ROVIDE A WATER TIGHT SEAL.. TEST STATION OR TEST PORT-
ar
�� STANDARD H2O TRAFFIC LOAD RATED
VALVE BOX WITH LID LABELED "TS" AND '1 f
2'-0" ° ' .o PAINTED GREEN, PLACED ABOVE
ab'-• ab•.
"o p LOOP 3 FT (MIN) DOWNSTREAM SEWER
24" MAX ° ° ' OF WIRE INTO __ _
°p z ��. TEST STATION
EXISTING GRADE
o• , :�. ECCENTRIC M.H. CON1=\\ °
MAY BE USED ON 8" , 10" / /� I
N 23 I/2" 21"
,�' AND 12" SEWER MAINS. ��/ ��✓I I �� �\�� /\ i
MANHOLE CONE AND
v D.. STANDARD C/
BARREL SECTIONS SHALL INDUSTRIAL CRIMP
°-�' °'� STANDARDSBE AS PEP STM. (SIMILAR METAL), I 2"HOLE
4'-G' DIA. AS w I I r�\ FILLED WITH
REQUIRED NO. 12 GAUGE I
ILJv z SOLID BARE CONCRETE
COPPER TRACER
Q 0" RING SEAL WIRE, TYP
OR RAM -NECK w I SEWER
:0 4" q" •q I I LATERAL I I
r, a WRAP TRACER
a SEE
> WIRE AROUND i I I I NOTE 2 2 3/4"
e _ • e,..Q CIRCUMFERENCE OF I I
SHELF RUBBER BOOT MANHOLE AND SPLICE I I I SEWER
SLOPE d ,Q •; • . -`• LATERAL INVERT SHALL NOT BE TO TRACER WIRE FOR I I I
I SADDLE
GOO LOWER THAN MAIN SPRING -
LINE. -o . : -o .; �• �. a DOWNSTREAM SEWER I I I I TAP
Q •. • .D' .�.o. LINE. MANHOLE SHALL BE 2'
. ; Po.•9 , G„ ABOVE 100 YEAR FLOOD PLAIN MAIN — — — — — — —
p.:. a p 'a o a, A; d : ', 4;a OR SEALED AND VENT TO BE — — — _ _
2' ABOVE 100 YEAR FLOOD T I I F — �� _ — �1
pp c� Opop Q(��p 9 PLAIN. WHEN MANHOLE TOPS ( 1 FLOW I I I I II— �I
00000000000000000�0��00U0000 O� ARE IN EXCESS OF 3' ABOVE 7 I/2"
GRADE. --- — AP ROVED SEALANT
5-28 FOR STEP DETA L. IN L — — — — — — — — — — — — — — — — — J SEWER BETWEEN FRAME
NON TRAFFIC APEA5, TOP OF NOTES: MAIN
AND COVER
MANHOLE FRAME AND COVER
• ' FRAME AND COVER SHALL BE
LJ
°
.o . a.
° INSTALLED A MIN. OF P ABOVE
I . THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN
33 I/4"
a.a FINISHED GROUND S IRFACE.
AND OR LATERAL INSTALLATIONS LESS THAN 8 PT, THE TRACING WIRE SHALL BE ATTACHED TO THE
A r•�
A
PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
0
0'
FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
NOTES:
5/8"1 LAG5HIELD IN HOLE
SEE SEWER DESIGN
INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
1) ALL MANHOLE FRAMES SHALL BE
DRILLED INTO CONE OR
SECTION
EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
DOMESTICALLY CAST.
RING WITH ANCHOR SUNK TO
4
2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
12) FRAME SHALL BE A MINIMUM WEIGHT OF
DESIGN DEPTH, AND 3/8"1
MIN. 9" COMPACTED'6G7 STONE
TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
82 L55. WITHIN PUBLIC ROW AND I GO LB5.
HOT DIPPED GALVANIZED
'
Y •' BASE TO BE INSTALLED UNDER
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
WITHIN EASEMENTS.
LAG BOLT AND WASHER.
Q • .
p NEW MANHOLE.
OWNER'S REPRESENTATIVE.
3) COVER SHALL WEIGH A MIN. OF 1 20 LBS.
D'
. 4 •
}) ALL MANHOLE FRAMES OUTSIDE OF PAVED
CITY OF RALEIGH
CITY OF RALEIGH
SURFACES SHALL BE BOLTED TO THE CONE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
`SECTION OR RING WITH A MINIMUM OF 4
DEPARTMENT OF PUBLIC UTILITIES
BOLTS PER FRAME.
STANDARD PRECAST SANITARY
GRAVITY SEWER MAIN TRACER WIRE
5TANDARD MANHOLE COVER
SEWER MANHOLE
AND MANHOLE MARKER
DWG. NO. I REVISIONS I DATE I REVISION= DATE
I DWG. NO. REVISIONS DATE REVISIONS I DATE
DWG. NOJ
REVISIONS I DATE I REVISIONS I DATE
Y.C.A. 1 2-31-92 ABB 2-21-05
5-20
WKD 09-14
S-20A
5-25
3- 1 -87 3- 1 -87 A.B.B. 2-9—
�n 3-30-00D. .L. 6-16-OS
RRH 3-30-00 D,H,L 6-18
�O
PVC TO D.I. PIPE ADAPTER -
USE'FERNCO COUPLING
BACKFILL UNDER PVC SADDLE,
ADAPTOR, AND CAST IRON BEND
WITH#G7 STONE AS SHOWN ON
S-4.
PE SPRINGUNE
1, HOLE SHALL BE CORED IN RISER SECTI❑N FOR PUBLIC SERVICE
MAIN EXTENSI❑N,
2, RUBBER BOOT SHALL BE UTILIZED ON ALL CORES
3, CORES SHALL BE IN CENTER OF RISER SECTI❑N
4, C❑NNECTI❑N TO TEE MANHOLE MUST BE MADE BY CONTRACTOR
APPROVED BY CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT
SADDLE INSTALLATION LIMITS CITY OF RALEIGH CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
LATERAL SADDLE INSTALLATION MAIN EXTENSI❑N TO TIE INT❑
DETAIL FOR PVC PIPE TEE MANHOLE
DWG. NO.1 REVISIONS DATE REVISIONS I DATE DWG. NO, REVISI❑NS DATE REVISI❑NS DATE
3- I -87 D.W.C. 6-99 ABB 2-14-0
5-31 RRH 3-30-00 5-33 RRH 3-30-00 D.H.L. 6-18-0
)KSERVICE LATERAL MATERIAL AS REQUIRED NOTES:
I . THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE.
WHERE JOINTS ARE NECESSITATED IN THE WIRE, THE JOINTS SHALL BE SECURELY EXTEND TRACER WIRE
4.00"
STANDARD 4" BRONZE CLEANOUT PLUG
CLEANOUT FERRULE WITH PLUG
STYLES ACCEPTED:
INVERTED NUT
RAISED NUT
MUST BE 2" BELOW GRADE BONDED TOGETHER WITH AN APPROVED INDUSTRIAL CRIMP CONNECTOR TO TO JUST BELOW
PROVIDE ELECTRICAL CONTINUITY. CRIMPS SHALL BE SIMILAR METAL.
o w CLEAN OUT PLUG L,
0- LJ 2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THE TEST
1_ WHEN SEWER CLEAN OUT IS IN o z PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUT ASSEMBLY _z
PAVEMENT OR IMPERVIOUS SURFACE,
'lI �I� I ��I �ll� IT MUST BE INSTALLED INSIDE A VALVE 0- _j AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF APPROXIMATELY 12 -
3 CAST IRON OR BRONZE BELOW GRADE. CAST IRON OR BRONZE
BOX 0 LABELED
"SEWER MINI-MANH❑LE) WITH COVER
4' DIAMETER CONCRETE LAB —CLEAN OUT PLUG 3. SPLICED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAIN LINE TRACER WIRE CLEAN OUT PLUG
J FINISHE AND THE LATERAL TRACER WIRE. FINISHED
COLLAR 6" THICK
Q v: GRADE 4. FOR NEW SEWER TAPS ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE AN v:'. GRADE
J !' '�=��=�L=��=1=���� —1 1='�='!=_�=_i='i ANODE FOR THE TRACING WIPE TERMINATION AT THE POINT OF THE NEW TAP ON THE !•'.''='!='c='1 s='� -1=�
EXISTING SEWER MAIN.
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PAVEMENT CURB
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PAVEMENT CURB
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NOTE:
,P•RCIPERT•Y 'OR•
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THE FULL LENGTH ❑F THE SERVICE DITCH SHALL ','
EASEMEAT' 'LINE,
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BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP, '
R•E'Q�L fRE A
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Al
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ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
'P•LUMBING UTILITY"
PERMIT AND ARE
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LOOP TRACER WIRE
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MACHINE, FOR PVC INSTALLATIONS, SADDLE AND BEND
INSPECTED BY THE
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TWICE AROUND CLEANOUT
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MUST BE BEDDED IN #67 STONE, BEDDING AND HAUNCHING
:P•LUMBING INSPECT❑R,
y
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CLEANOUT ASSEMBLY ASSEMBLY
--
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
i NOT BACKFILL
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DETAILS S-4 OR S-5 ACCORDING TO PIPE MATERIAL,
P T7CT, ❑R
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1 PIECE OF PI
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GAUGE SOLID COPPER
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SADDLE OR IN -LINE YE
1/16' OR 1/8" BEND
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BARE WIRE
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MIN, GRADE 1%
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MAIN TRACER WIRE
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FOR NEW MAIN
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45° SEWER BARREL OF PIPE BEDDING
WITH PERMANENT
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SADDLE (CLASS II, III,
❑R IV)
rn
SEWER
a°'i
F_rl
EXISTING
PLUG CAP
70
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EXISTING LATERAL
MAIN , F❑R SADDLE INSTALLATI❑N
0 m d DETAILS, SEE STANDARD C❑MBINATI❑N WYE
, , AND 1/8 BEND
0D CD DETAIL S-31 & S-32,
to M(❑NE PIECE)
0 CD
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0
N MAIN
NEW SERVICE ON EXISTING MAIN -
PROVIDE MAGNESIUM ANODE (I LB MIN) REQUIRED
WHERE NO TRACER WIRE IS INSTALLED ON SEWER MAIN
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
4" CLEANOUT PLUG
DWG. NO.I REVISIONS DATE REVISIONS
3- 1-87 RRH
5-34 a o an
DATE
4- 1 " DIA
HOLES Q 1 20°
MINIMUM A/G WEIGHT
FRAME 182
COVER IGO
TOTAL 342
(2) LIFTING
BARS
I"LETTERING
RECESSED FLUSH
PLAN
28 1 /4"
" 2G 114"
20
7 I/2" GA5KETIN VERTICAL
22" FACE Of COVER
RING MUST BE
3" 28" ANCHORED IN
I,, 34' ACCORDANCE
WITH 5-25
SECTION A -A
5/8" o/
STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE SECTION A
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
MANHOLE FRAME AND WATERTIGHT
COVER
DWG. NO. REVISIONS I DATE REVISIONS DATE
5-26 3- I -87 3-1 -87 ABB 8-29-
RRHI 330 -0-0D.H.L. IGI18/(
5-53
MIN. CLEAR FROM
JOINT (ABOVE OR
BELOW)
CUT TO
9 L.F.
FIT I --Fr
I D.I.P.
/1
111i,Y2 PIPE 1.1
1/41X2" STAINLESS
STEEL STRAP WITH
:ni
2 ANCHOR BOLTS
zx
HOLE FOR INFLUENT
W17H CORING MACHINE
ENLARGED
DETAIL
ER COUPLING. (SEE
l5J
R=1/2 O.D
i/4 x2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOL75
SECTION B-B
N°TES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034.
2. BOTTOM BEND TO BE 90' SHORT BEND, BELL SPIGOT, OF SDR 35
PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXIS77NG SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL
3. NOTCH BELL OF PVC DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN.
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN. ADD EXTRA STRAPS AS NECESSARY 70 MAINTAIN MAXIMUM
SPACING OF TEN FEET.
5. HOLE IN MANHOLE WALL 70 BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SEC77ON.
Z. STEPS SHALL BE RELOC47ED IF THEY CONFLICT WRH INSIDE DROP.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
IN51DE DROP MANHOLE
ATTENTION CONTRACTORS
eY�
III 4oe' o�
51DE
I i,
SLIP RESISTANT CLEATS
O O
1 2"
ELEVATI❑N
#3 OR #4 REBAK
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
SECTION A - A STANDARD SLIP RESISTANT
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
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.
CITY OF RALEIGH
MANHOLE STEP DETAIL
)WG. NO. REVISIONS DATE REVISIONS DATE
5-28 RRH 3-30-00
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
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DATE
10/10/19
D RAW N BY
B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
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50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
STONE TO BE USED
EXISTING (SURGE STONE OR RAILROAD
ROADWAY BALLAST)
PLAN VIEW
EXISTING ROADWAY
6" MIN.
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
PROPOSED STREET,
WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT —LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
35' MIN.
15' MIN.
I
.
\r\r;...
\ l Nrl
FABRIC UNDER STONE
\iy\
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE—HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
I— WASTE MATERIAL —COMPACT,
SEED & MULCH AFTER
=1 I S<oAF 2, VAR. a CONSTRUCTION OF DITCH
I—
�—III—III—III—III—III— VAR.
0' 2'
NEW CONSTRUCTION
III III III II IIIII;.III
12" MIN. 24"
CROSS SECTIONAL VIEW
IB' MIN
TOP OF DAM
TARP PROTECTION
DITCH AND BURY TARP
EDGE CMIN. 12')
0' MIN
WEIR LENGTH
SECTION THRU WEIR
PLAN VIEW
1' MIN FREEBOARD TOP OF BERM
INFLOW BAFFLES (STD) /_-EMERGENCY
DISSIPATER
PAD
RIP RAP
INLET SHALL BE CMP OUTLET PIPE
PROTECTED CAS NEEDED) CROSS SECTION
FROM EROSION WITH
RIPRAP, TARP, MATTING
OR EQUIVALENT,
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE.
7) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
WAKE
COUNTY �77� n 7� 7J { BASIN
NORTH CAROLINA STANDARD SKIMMER BASI
EFFECTIVE: 01/31/08
8'-0' MAXIMUM
MINIMUM 10
GAUGE LINE
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NOTE:
0
z 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
a
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
Ljj AREAS OF CONCENTRATED FLOW.
0
z 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
o PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
L)AND TO REMOVE PRESSURE ON THE SILT
FENCE.
�1
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WAKE
o COUNTY
C> NORTH CAROLINA
QQ>> EFFECTIVE: 01/31/08
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2'
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
3'
-0" J o
26" FILL SLOPE
CV
"� GRADE
6" MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
0#
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
STANDARD TEMPORARY DIVERSION DITCH
IVA
INLET
I
o
oll
OUTLET
ZONE
ZONE
I ST CELL
2ND CELL
35% OF
25 % OF BASIN
25% OF BASIN
15% OF
BASIN SURFACE
SURFACE
SURFACE
BASIN SURFACE
EA
AREA
AREA
AREA
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
6"X6" TRENCH,
BACKFILLED AND I
COMPACTED
2'
SECTION VIEW AT OPENING
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31
MUM 12-1/2 GAUGE
RMEDIATE WIRES
TOP OF
MUST BE
ABOVE
THE WA:
GRADE
�iLLL rLNLL
WIRE FEI
HARDWARE CEO
FILTER OF k
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
2' MIN.
I —
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 1 ST 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/1\42 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
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
I
�1GZ�3.XY.9D[�I[�LI
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
STANDARD BAFFLES DETAIL
4' MTN. - I SILT FENCE
3' FILTER FABRIC
ON GROUND
BURY 6' OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
STEEL FENCE POS
SET MAX 2' APAR
MIN. IB' INTO SOL D
GROUND
STAKE TO
SUPPORT WI
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE; 01/31/08
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
3 TIMES I.D.
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/0
TOP ELEVATION OF STORMWATER
#5 WASHED
STONE
EXISTING SLOPE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
OUTLET END, CONNECTION
TO OUTLET PIPE OR RISER
RAP
STANDARD CHECK DAM
STANDARD SKIMMER DETAIL
PLAN VIEW
SECTION'A-A'
0.5'-1'
MAX.
1 �
U)
#1 RIP —RAP -
VARIES
SIDE VIEW
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISTING GRO
UND
STEP SEQUENCE
DOOR
aT
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
FABRIC
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
CITY OF RALEIGH
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
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10/10/19
M
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B. INGE
DESIGNED BY
B. INGE
CHECKED BY
K. ROBERTS
SCALE
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/
6i
12"(30cm)
CHANNEL
SLOPE
INSTALLATION
INSTALLATION
WAKE COUNTY CONSTRUCTION SEQUENCE
4"(lOcm)
12"(30cm)
DETAIL
DETAIL
1<�,
6
69''
\\
1. Schedule apre- construction conference with the Environmental Engineer
(15cm) 1-111 1 1 1-� 1-11 \\\ -1 I 1 (15cm) 4"(10cm)
1. Prepare before installing
,=
:• 1�
Andrew Lake 919-594-0895. Obtain a land disturbingpermit.
I I=11 I 1-1 I I- I -I -I 111=
soil rolled
erosion control products (RECPs),
including
.
''"" ''• • : ' %�\ = 6„
''`''''• 2 -5 \\\�
:: ?� ;' ' : 'r • ' I I
1. Prepare soil before installing rolled
erosion control (RECPs),
( )
2. Install gravel construction pad, temporary diversions, silt fencing,
0
an necessary application of
lime, fertilizer, and seed. pp
2.Begin at the top of the channel by
;:;: (15cm)
.:.: , ,_.:;.:;.• ' (5-12.Scm) 1=1=1\\\ 1 11
III -II =
1-111-
products
p
including any necessary
application of lime, fertilizer, and
sediment basins or other measures as shown on the approved plan. Clear
Only OS necessary to install these devices. Seed temporary diversions,
y
anchoring the RECPs in a 6"(15cm)
_ _
I I 1=11 =
seed.
berms and basins immediately after construction.
O O
6
deep X 6"(15cm) wide trench with
''
-
2. Begin at the top of the slope by
15cm
( )
approximately 12"(30cm) of RECPs
III 111=1
anchoring the RECPs in a
3. Call 919-594-0895 for on site inspection b Environmental Inspector
p y p
2 ��qcm)
extended beyond the up -slope portion
of the trench. Use ShoreMax mat at the
-111=1I „
-1 � 1= � 1= � 1- 6
6"(15cm) deep X 6"(15cm) wide
and Obtain Certificate Of Compliance.
p
3 (5-12
"
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
® - (15cm)
3B
trench with approximately 12"
(30cm) of RECPs extended beyond
4. Begin clearing and grubbing. Maintain devices as needed. Rough grade
"
�\> >
RECPs with a row of staples/stakes
the up -slope portion of the trench.
Site.
> >
4"-6" • "
""
approximately 12"(30cm) apart in the
Anchor the RECPs with a row of
_ _ -_
(10-15cm) I I , "'
bottom of the trench. Backfill and
staples/stakes approximately 12"
5. Install storm sewer(if shown) and protect inlets with block and gravel
o
_ " > > r =1 1-11 111 111=1
compact the trench after stapling. Apply
seed to the compacted soil and fold the
(30cm) apart in the bottom of the
trench. Backfill and compact the
inlet controls, sediment traps or other approved measures as shown on the
Begin constructing, building, etc.
c�
p
-
©
remaining 12"(30cm) portion of RECPs
plan.
o
"
back over the seed and compacted soil.
Secure RECPs over compacted soil
trench after stapling. Apply seed to
the compacted soil and fold the
6. Stabilize site as areas are brought up to finish grade with vegetation,
E
E
=1 1-11 111 111=1 _
with a row of staples/stakes spaced
approximately 12" apart across the
"" "• " "' """ " "` "' ",""" ."' " "-
"^ "• "
"•"" "-"""
remaining 12"(30cm) portion of
RECPs back over the seed and
paving, ditch linings, etc. Seed and mulch denuded areas within fifteen (15)
days of completion of any of the
LU U
z +'
~
width of the RECPs.
^ ^"^ "" " •""." -
"•""
"^"^
compacted soil. Secure RECPs
phase project.
F_ a' �
3. Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
^ ^ ^ ^ ^""
-=III
'� "
over compacted soil with a row
7. When construction is complete and all areas are stabilized completely,
o W �o
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unroll with appropriate side against the
=III=III=I I
of staples/stakes spaced
approximately 12"(30cm) apart
call 919-594-0895 for an inspection by the Environmental Engineer.
.. N
¢ U- - o
Z
-I •"
"
soil surface. All RECPs must be
securely fastened to soil surface by
III -III -III
_ _ _
I=III=III=I I
across the width of the RECPs.
8. If site is approved, remove temporary diversions, silt fencing, sediment
a U.
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rM,
-
placing staples/stakes les/stakes in appropriate
p g p_
_=
I -I � I -I � I -I � I
3. Roll the RECPs (A) down or (B)
basins, etc., and seed out or stabilize any resulting bare areas. All
co
c,
I-
a
locations as shown in the staple pattern
guide.
-I I I -I I I -I I I -I I I -I I
horizontally across the slope.
RECPs will unroll with appropriate
remaining permanent erosion control devices (such as velocity dissipotors)
U (2 +' �
z °'
~"
1-111- I III=III-
4. Place consecutive RECPs end -over -end
-III-III-III-III-III
side against the soil surface. All
should be installed now.
L v,
a X
U
J
6_
III=11 - I I I I III =III=_ _=I I=I I=I I
(15cm) 1-111 1 1-1 1-1 III=_=_ I=III=III=III=I I
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
III=III=III=III=III=I I
^ ^ ,�
RECPs must be secure) fastened
Y
soil surface by placing
9. When vegetation has become established, call for o final site inspection
g p
Q
in 0
LO
w
0
_- -
_ _ _ _ _
11=11 11-111-
apart and 4" on center to secure
^ I � I -I � I -III -III -III -III
staples/stakes
sta les/stakes in appropriate
p
by Environmental Inspector, Andrew. Obtain o Certificate of Completion.
r,
� �
z
I=III=III=III=III =_ -_ _ _ _ _=III=III=III=III=III
=I =I I I=III- -_ -_ -_ -_ - - - - -_ -_ -_ -_ -
RECPs.
5. Full length edge of RECPs at top of side
_ _ _ _ _ _
3A I -III -III -III -I I I -I I I -I I
.O
locations as shown in the staple
=
~
o
U)
®
slopes must be anchored with a row of
III-III-III-III-III=III
pattern guide.
staples/stakes approximately 12"(30cm)
III -III -III -III -III=
4. The edges of parallel RECPs must
o 11�
W
apart in a 6"(15cm) deep X 6"(15cm)
1=III=III=III=1
be stapled with approximately 2" -
CRITICAL POINTS NOTES:
wide trench. Backfill and compact the
M I I=I I I-
5" (5-12.5cm) overlap depending
SEEDING SCHEDULE
in rn
A. Overlaps and Seams 'Horizontal staple spacing should be
trench after stapling.
6. Adjacent RECPs must be overlapped
)< III- -
_
on the RECPs type.
5. Consecutive RECPs spliced down
(REVISED: 1-1-86)
w
F-
B. Projected Water Line altered if necessary to allow staples to
approximately 2"-5" (5-12.5cm)
I I=I
the slope must be end over end
C. Channel Bottom/Side Slope Vertices
p secure the critical points along the channel
(Depending on RECPs a and
( p 9 type)
��
I= 3 (7.5cm)
(Shingle style) with an approximate
Uri
�
A A surface.
C C "In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
stapled.
7.In high flow channel applications a
to 40 foot (9 -12m) intervals. Use a
double
_
3"(7.5cm) overlap. Staple through
12"(30cm) apart across entire
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
be to the
row of staples staggered
=III=I I III III=I
RECPs width.
DATE TYPE PLANTING RATE
_
necessary properly secure
RECP's.
4"(10cm) apart and 4"(10cm) on center
-
Drawing Not To Scale
over entire width of the channel.(
8. The terminal end of the RECPs must be
Drawing Not To Scale -
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
p 9 9
NOV 1 - MAR 1 TALL FESCUE 300 LBS/ACRE
& ABRUZZI RYE 25 LBS/ACRE
O
p
NORTH
AMERICAN
Disclaimer:
The information resented herein is general design information only. For specific applications,
p 9 9 Y p pp
NORTH
AMERICAN
Disclaimer:
The information resented herein is general design information only. For specific applications,
p 9 9 Y p pp
GREEN'
consult an independent professional for further design guidance.M
Backfill and compact the trench after
stapling.
GREEN
consult an independent professional for further design guidance.
6"(15cm) may be necessary to
MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE
w
>
w
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5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040
5401 St. Wendel - C�nthiana Rd. PH: 800-772-2040
properly secure the RECP's.
Poseyville, IN 47633 www.nagreen.com
Drawn on: 5-4-17
Poseyville, IN 47633 www.nagreen.com
Drawn on: 5-4-17
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1 - AUG 15 TALL FESCUE AND 120 LBS/ACRE
U
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DATE
M zo
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***BROWNTOP MILLET 35 LBS/ACRE
>
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PLAN VIEW
***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
o
10/10/19
M z = y
STREAM BANK
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DRAWN BY
==>oo
SPECIAL STILLING BASIN
Q��Cr 2-1 o�
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SLOPES (3:1 TO 2:1)
B. INGE
1-,
�'=Xz
EXISTING TERRAIN
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MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
DESIGNED BY
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ar� roved
approved
(MAR 1 -APR 15) ADD TALL FESCUE 120 LBS/ACRE
B. INGE
ro
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dewatering device
•
CHECKED BY
(MAR 1 - JUN 30) OR ADD WEEPING LOVEGRASS 10 LBS/ACRE
•
stream
(MAR 1 - JUN 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUN 1 - SEP 1 ***TALL FESCUE AND 120 LBS/ACRE
•
K. ROBERTS
ag
diversion pumps
***BROWNTOP MILLET 35 LBS/ACRE
• •
SCALE
***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
m
15.0' to 20.0' =
o
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE
N/A
CD
N
z
_ discharge hoses -.-
AND TALL FESCUE 120 LBS / ACRE
•
"
r =
m
intake
(NOV 1 - MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE
•
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�� hose
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8" OF SEDIMENT CONTROL STONE
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NOTES
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USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
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CONTROL STONE .
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hose
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PROVIDE STABILIZED OUTLET TO STREAM BANK.
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--- .�-� Intake �_�
1 C_H__-A17E F `-,l_T EE TT -,E_)
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
le
dike
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
sediment dike clean water sump -hole
SEEDBED PREPARATION
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
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NOT TO SCALE
pool
(12" to 18" deep
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
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HEET 1 OF 1
SHEET 1 OF ,
1630.06
1630.06
work area 2' dia.)
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
l0
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STAPLES STRAW BALE BINDER WIRE
(2 PER BALE)
0 mil PLASTIC LINING
PLYWOOD
SANDBAG
10 mil PLASTIC LINING
pumps should discharge length not to exceed
onto a stable velocity that which can be
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
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48 X24
_ _=1' SECTION A -A
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
NATIVE MATERIAL PAINTED WHITE BLACK LETTERS
6" HEIGHT
3• NOT TO SCALE
completed In one day
dissipator p y
REASONABLY SMOOTH AND UNIFORM. SUPERPHOSPHATE
0
(OPTIONAL)
made of rip rap
I
H
ICI ICI
IICONCRE EII LAG SCREWS
SECTION B-B I I WASHOUT 11
LATH AND _ _
FLAGGING ON =(III -(III -III' BERM
3 SIDES
10' MINIMUM
or sandbags
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND MIX WITH SOIL
(SEE BELOW*).
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NOT TO SCALE
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Q
METAL STAKES
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5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM INCHES DEEP. REASONABLY
Q
(2 PER BALE) 36" WOOD POST
3.5'X3.5'X8'
SANDBAG
UNIFORM SEEDBED IS PREPARED 4 TO 6
U
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0' MINIMUM
(III-(III=1111= III-11'
I--1
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6'I-1111=
o 0 0 . e 3
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A A
SECTION A -A
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER SEEDING. SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
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Q
VARIES
I--1
Q
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B B CONCRETE WASHOUT
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
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SIGN DETAIL
- - (OR EOUIVALENT)
i e e
PLAN
NGT TO SCALE
� 0
im sheeting
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
0L_
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p
VARIES
-.,impervious
� p g
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
Q
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BERM L7LA
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
(�
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O O O O O
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT AND
=
~
e e
base flow + 1 foot
8" 1.12" DIA
10 mil PLASTIC LINING TYPE 'BELOW GRADE'
work area (2 foot minimum)
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
�+
a io 0 o I STEEL WIRE
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE IN CLAY
0
10 mil PLASTIC LINING
'/A\ //'A �� �,(�V /A\/ /A �AVVv A�/A/AX//,
STAPLE
milPLASTIC LINING PLAN DETAIL/�
STRAW BALE
NOT TO SCALE (TYP)
SOILS)10 S / ACRE -10-10-10
SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS
Q
WOOD FRAME SECURELY
cross section of sandbag dike
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
TYPE 'ABOVE GRADE' WITH STRAW BALES
FASTENED AROUND SECTION B-B
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
NOTES
lo' MINIMUM
�
Q
I. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
TWO STACKED
ROUGH
O
WOO
WOOD FRAME
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
Town of Garner
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
B B
Engineering Department
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
APPROVED
VARIES STAKE
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
(TYP)
_
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
Temporary Pump Around
JOB NO.
37500
CONCRETE WASHOUT STATION DETAIL
10 miIPLASTIC LINING Not PLANTYPE 'ABOVE GROUND'
CITY OF RALEIGH
SIGNED DATE
SHEET NO.
WITH WOOD PLANKS
C7.6
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D
D
RI PRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET (Version 8.99)
(Reference Design Note No. 6 (Second Edition), Jan. 23,
---------------------------------------------------------------------------------------------------------
1986
JOB: Oak Park Phase 4 - FES 200
DESIGNER: BJI
Date:
4/15/2019
CHECKER: KMR-------
---------------------------------------------------------------
Date_---- ------------------------
4/15/2019
I NPUT DATA:
Conduit Diameter
D =
2.00
ft
Conduit Discharge:
Q =
18.44
cfs
Conduit Slope at Outlet:
S =
0.02
ft/ft
Conduit Outlet I nvert Elevation:
El, CO =
251.00
ft
TaiMeter Elevation:
El, TW =
250.00
ft
Outlet Channel Invert Elevation:
El, CH =
250.00
ft
--------------------------------------------------------------- --------
Water Density:
RHO =
------------------------
1.00
Bed/Riprap Particle Density: (Default 2.64)
RHOS =
2.64
D, 50 Riprap Size:
RS =
0.67
ft
Riprap Thickness: (2.5*D, 50 recommended)
RT =
1.33
ft
Bedding Thickness: (6 inch min. rec.) (Enter 0 for geotextile)
BT =
0.50
ft
Side Slope Ratio:
Zw =
2.00
ft/ft
Upstream End Slope Ratio:
ZIu =
4.00
ft/ft
Downstream End Slope Ratio:
Zld =
3.00
ft/ft
Combined End Slope Ratio:
---------------------------------------------------------------------------------------------------------
Z1 =
3.50
ft/ft
OUTPUT---POOL LOCATION AND DI MENSIONS:
Vert. Dist. from TaiMeter to Conduit Invert:
Zp =
1.00
ft
Submergence Check: (If Zp < 0, Use Zp = 0)
Use Zp =
1.00
ft
Beaching Check: [Q/(gD^5)^0.5 <= (1.0+25*D,50/D)]
O.K.
**Beaching Controlled**
Distance from Conduit Exit to C/L Pool:
Xm =
2.86
ft
Pool depth at C/L Below Conduit I nvert:
Zp+0.8Zm =
2.02
ft
Pool Bottom Elev:
EI,PB =
248.98
ft
Pool Bottom Length:
2Lr2 =
0.86
ft
Pool Bottom Width:
2Wr2 =
0.81
ft
Upstream Pool Length at TaiMeter Elev.:
Lru =
4.51
ft
Downstream Pool Length at TaiMeter Elev.:
Lrd =
3.49
ft
Pool Width at Tailwater Elev.:
2Wr =
4.89
ft
Check Side Slope Ratio: (Wr>=We)
O.K.
**Side Slope Ratio ZwO.K.**
Check Min. End Slope Ratio: (Lru & Lrd >= Le)
O.K.
**End Slope Ratios O.K.**
Check Upstream Length: (Lru - Xm)
O.K.
**End Slope Ratio Zlu O.K.**
Pool Bottom Elev. at Bottom of Riprap:
El, BR =
247.65
ft
Pool Bottom Elev. at Bottom of Bedding:
El, BB =
247.15
ft
OUTPUT ---VOLUMES BELOW WATER SURFACE ELEVATION:
Volume of Excavation (measured from bottom
surface of bedding):
V,pbs =
10.7
cu yd
Volume of Rock Riprap:
V,rs =
5.6
cu yd
Volume of Bedding:
V,bs =
4.6
cu yd
Spreadsheet developed by D. Hurtz, Midwest NTC, 1/90
Spreadsheet modified by M. Dreischmeier, Eau Claire TC, Wis., 3/98
Design Note No. 6 (Second Edition), Jan. 23, 1986
"Riprap Lined Plunge Pool for Cantilever Outlet'
Natural Resources Conservation Service
Engineering Division
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET (Version 8.99)
(Reference Design Note No. 6 (Second Edition), Jan. 23,
1986
JOB: Oak Park Phase 2 - FES 500
DESIGNER: BJI
Date:
4/15/2019
CHECKER: KMR
--------------------------------------------------------------------------------------------------------
Date:
4/15/2019
I NPUT DATA:
Conduit Diameter
D =
2.50
ft
Conduit Discharge:
Q =
27.28
cfs
Conduit Slope at Outlet:
S =
0.07
ft/ft
Conduit Outlet I nvert Elevation:
El, CO =
243.00
ft
Taiwater Elevation:
El, TW =
242.00
ft
Outlet Channel Invert Elevation:
El, CH =
242.00
ft
---------------------------------------------------------------------------------------------------------
Water Density:
RHO =
1.00
Bed/Riprap Particle Density: (Default 2.64)
RHOS =
2.64
D, 50 Riprap Size:
RS =
0.67
ft
Riprap Thickness: (2.5*D, 50 recommended)
RT =
1.33
ft
Bedding Thickness: (6 inch min. rec.) (Enter 0 for geotextile)
BT =
0.50
ft
Side Slope Ratio:
Zw =
2.00
ft/ft
Upstream End Slope Ratio:
Zlu =
4.00
ft/ft
Downstream End Slope Ratio:
Zld =
3.00
ft/ft
Combined End Slope Ratio:
---------------------------------------------------------------------------------------------------------
Z1 =
3.50
ft/ft
OUTPUT---POOL LOCATION AND DI MENSIONS:
Vert. Dist. from TaiMeter to Conduit Invert:
Zp =
1.00
ft
Submergence Check: (If Zp < 0, Use Zp = 0)
Use Zp =
1.00
ft
Beaching Check: [QI(gD^5)^0.5 <= (1.0+25*D,50/D)]
O.K.
**Beaching Controlled**
Distance from Conduit Exit to C/L Pool:
Xm =
3.33
ft
Pool depth at C/L Below Conduit I nvert:
Zp+0.8Zm =
2.92
ft
Pool Bottom Elev:
EI,PB =
240.08
ft
Pool Bottom Length:
2Lr2 =
1.59
ft
Pool Bottom Width:
2Wr2 =
1.51
ft
Upstream Pool Length at TaiMeter Elev.:
Lru =
8.46
ft
Downstream Pool Length at TaiMeter Elev.:
Lrd =
6.55
ft
Pool Width at Tailwater Elev.:
2Wr =
9.17
ft
Check Side Slope Ratio: (Wr>=We)
O.K.
**Side Slope Ratio ZwO.K.**
Check Min. End Slope Ratio: (Lru & Lrd >= Le)
O.K.
**End Slope Ratios O.K.**
Check Upstream Length: (Lru - Xm)
O.K.
**End Slope Ratio Zlu O.K.**
Pool Bottom Elev. at Bottom of Riprap:
El, BR =
238.75
ft
Pool Bottom Elev. at Bottom of Bedding:
El, BB =
238.25
ft
OUTPUT ---VOLUMES BELOW WATER SURFACE ELEVATION:
Volume of Excavation (measured from bottom
surface of bedding):
V,pbs=
25.2
cu yd
Volume of Rock Riprap:
V,rs =
13.0
cu yd
Volume of Bedding:
V,bs =
8.4
cu yd
Spreadsheet developed by D_ Hurtz, Midwest NTC, 1/90
Spreadsheet modified by M. Dreischmeier, Eau Claire TC, Wis., 3/98
Design Note No. 6 (Second Edition), Jan. 23, 1986
"Riprap Lined Plunge Pool for Cantilever Outlet'
Natural Resources Conservation Service
Engineering Division
lY���ltel:7s1�7,�
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
Elev. 251.0
� - I
,
I
I Elev.
2.0 ; 249.0
0.9 '
4.0 i
:4 1.2�;
, 2.9 �►
4.5
_Elev.
250.0
1 FRENCH DRAIN
3.0 6" PERFORATED
PIPE IN SOCK
7.7 (TO DAYLIGHT)
12" #57 STONE
SECTON A -A
iq Pi
10.8 ,
4.9 ,
0.8 --o4 1
1.3 2.0
,
SECII ON B-B
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
_� Elev. 243.0
;
ROCK GRADA
11
c. 41rv, i
1.6 '
,
4.0 i 3.0
2.0 10
3.3 -►
;+ 8.5 1-4 10.7
12" #57 STONE
SECTION A -A
1.3
15.1
9.2 77 !
LJ
2.1�
2.0
SECTION B-B
1
Elev.
242.0
;
;FRENCH DRAIN
i- 6" PERFORATED
PIPE IN SOCK
(TO DAYLIGHT)
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET (Version 8.99)
(Reference Design Note No. 6 (Second Edition), Jan. 23,
---------------------------------------------------------------------------------------------------------
1986
JOB: Oak Park Phase 4 - FES 300
DESI GNER: BJI
Date:
4/15/2019
CHECKER: KMR
--------------------------------------------------------------------------------------------------------
Date:
4/15/2019
I NPUT DATA:
Conduit Diameter
D =
2.00
ft
Conduit Discharge:
Q =
13.77
cfs
Conduit Slope at Outlet
S =
0.01
ft/ft
Conduit Outlet Invert Elevation:
El, CO =
256.00
ft
Taiwater Elevation:
El, TW =
254.50
ft
Outlet Channel I nvert Elevation:
El, CH =
254.50
ft
---------------------------------------------------------------------
Water Density:
--
RHO =
------------------------
1.00
BedlRiprap Particle Density: (Default 2.64)
RHOS =
2.64
D, 50 Riprap Size:
RS =
0.67
ft
Riprap Thickness: (2.5*D, 50 recommended)
RT =
1.33
ft
Bedding Thickness: (6 inch min. rec.) (Enter 0 for geotextile)
BT =
0.50
ft
Side Slope Ratio:
Zw=
2.00
ft/ft
Upstream End Slope Ratio:
Zlu =
4.00
ft/ft
Downstream End Slope Ratio:
Zld =
3.00
ft/ft
Combined End Slope Ratio:
---------------------------------------------------------------------------------------------------------
Z1 =
3.50
ft/ft
OUTPUT---POOL LOCATION AND DI MENSIONS:
Vert Dist. from TaiMeter to Conduit Invert:
Zp =
1.50
ft
Submergence Check: (If Zp < 0 , Use Zp = 0)
Use Zp =
1.50
ft
Beaching Check: 10/(gD^5)^0.5 <_ (1.0+25*D,50/D)]
O.K.
**Beaching Controlled**
Distance from Conduit Exit to C/L Pool:
Xm =
2.66
ft
Pool depth at C/L Below Conduit Invert:
Zp+0.8Zm =
3.21
ft
Pool Bottom Elev:
EI,PB =
252.79
ft
Pool Bottom Length:
2Lr2 =
1.41
ft
Pool Bottom Width:
2Wr2 =
1.34
ft
Upstream Pool Length atTaiMeter Elev.:
Lru =
7.56
ft
Downstream Pool Length at TaiMeter Elev.:
Lrd =
5.85
ft
Pool Width at TaiMeter Elev.:
2Wr =
8.20
ft
Check Side Slope Ratio: (Wr>=We)
O.K.
**Side Slope Ratio Zw O.K.**
Check Min. End Slope Ratio: (Lru & Lrd >= Le)
O.K.
**End Slope Ratios O.K.**
Check Upstream Length: (Lru - Xm)
O.K.
**End Slope Ratio Zlu O.K.**
Pool Bottom Elev. at Bottom of Riprap:
El, BR =
251.46
ft
Pool Bottom Elev. at Bottom of Bedding:
El, BB =
250.96
ft
OUTPUT ---VOLUMES BELOW WATER SURFACE ELEVATION:
Volume of Excavation (measured from bottom
surface of bedding):
V,pbs =
21.1
cu yd
Volume of Rock Riprap:
V,rs =
11.0
cu yd
Volume of Bedding:
V,bs =
7.4
cu yd
Spreadsheet developed by D. Hurtz, Midwest NTC, 1/90
Spreadsheet modified by M. Dreischmeier, Eau Claire TC, Wis., 3/98
Design Note No. 6 (Second Edition), Jan. 23, 1986
"Riprap Lined Plunge Pool for Cantilever Outlet"
Natural Resources Conservation Service
Engineering Division
RI PRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET (Version 8.99)
(Reference Design Note No. 6 (Second Edition), Jan. 23,
---------------------------------------------------------------------------------------------------------
1986
JOB: Oak Park Phase 4 - FES 1000
DESI GNER: BJ I
Date:
4/15/2019
CHECKER: KMR
------ -------
Date:
4/15/2019
I NPUT DATA:
Conduit Diameter
D =
2.00
ft
Conduit Discharge:
Q =
11.64
cfs
Conduit Slope at Outlet
S =
0.01
ft/ft
Conduit Outlet Invert Elevation:
El, CO =
247.50
ft
TaiMeter Elevation:
El, TW =
246.00
ft
Outlet Channel I nvert Elevation:
El, CH =
246.00
ft
Water Density:
RHO =
1.00
Bed/Riprap Particle Density: (Default 2.64)
RHOS =
2.64
D, 50 Riprap Size:
RS =
0.67
ft
Riprap Thickness: (2.5*D, 50 recommended)
RT =
1.33
ft
Bedding Thickness: (6 inch min. rec.) (Enter 0 for geotextile)
BT =
0.50
ft
Side Slope Ratio:
Zw=
2.00
ft/ft
Upstream End Slope Ratio:
Zlu =
4.00
ft/ft
Downstream End Slope Ratio:
Zld =
3.00
ft/ft
Combined End Slope Ratio: --- ----
---- -- Z1- _-
-----3.50
-ft/ft
OUTPUT ---POOL LOCATION AND DI MENSIONS:
Vert Dist. from TaiMeter to Conduit Invert:
Zp =
1.50
ft
Submergence Check: (If Zp < 0 , Use Zp = 0)
Use Zp =
1.50
ft
Beaching Check: [QJ(gD^5)^0.5 <_ (1.0+25*D,50/D)]
O.K.
**Beaching Controlled**
Distance from Conduit Exit to C/L Pool:
Xm =
2.18
ft
Pool depth at C/L Below Conduit Invert:
Zp+0.8Zm =
3.00
ft
Pool Bottom Elev:
EI,PB =
244.50
ft
Pool Bottom Length:
2Lr2 =
1.21
ft
Pool Bottom Width:
2Wr2 =
1.16
ft
Upstream Pool Length at TaiMeter Elev.:
Lru =
6.60
ft
Downstream Pool Length at TaiMeter Elev.:
Lrd =
5.10
ft
Pool Width at TaiMeter Elev.:
2Wr =
7.16
ft
Check Side Slope Ratio: (Wr>=We)
O_K.
**Side Slope Ratio Zw O.K.**
Check Min. End Slope Ratio: (Lru & Lrd >= Le)
O.K.
**End Slope Ratios O.K.**
Check Upstream Length: (Lru - Xm)
O.K.
**End Slope Ratio ZIu O.K.**
Pool Bottom Elev. at Bottom of Riprap:
El, BR =
243.17
ft
Pool Bottom Elev. at Bottom of Bedding:
El, BB =
242.67
ft
OUTPUT ---VOLUMES BELOW WATER SURFACE ELEVATION:
Volume of Excavation (measured from bottom
surface of bedding):
V,pbs =
17.3
cu yd
Volume of Rock Riprap:
V,rs =
9.1
cu yd
Volume of Bedding:
V,bs =
6.5
cu yd
Spreadsheet developed by D. Hurtz, Midwest NTC, 1/90
Spreadsheet modified by M. Dreischmeier, Eau Claire TC, Wis., 3/98
Design Note No. 6 (Second Edition), Jan. 23, 1986
"Riprap Lined Plunge Pool for Cantilever Outlet"
Natural Resources Conservation Service
Engineering Division
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
-`-'-__ Elev. 256.-0 ----
Elev.
; ----- � 254.5
' Elev.
3.2 ; 252.8 ' ,
1.4 ,FRENCH DRAIN
1 1 ;
4.0 ! 3.0 6" PERFORATED
1.8�� PIPE IN SOCK
2.7
:4 7.6 10.0 (TO DAYLIGHT)
12" #57 STONE
SECTION A -A
14.1
8.2
n- 1.3 1
1.3 2.0
,
2.0SECTION B-B
B
A A
ROCK GRADATION
% Passing Size in B
100 16.08 Oak Park Phase 4 - FES 300
60-85 12.06 LANDOWNER
25-50 8.04
5-20 4.02 DESIGNER: BJI
0-5 1 1.60$ 1 ISHEET OF
ROCK GRADA
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
Elev. 247.5----
Elev.
' ------ � 246.0
,
_:::;;;
Elev.
3.0 ; 244.5 '
;
1 ~ 1.2
FRENCH DRAIN
4.0 ! 3.0 6" PERFORATED
:4 1.6 0 PIPE IN SOCK
,
,
2.2 0 '
6.6 9.3 (TO DAYLIGHT)
12" #57 STONE
SECTION A -A
1.3
13.1
7.2 '
v
1
2.0
t;�x�IL�7`►I�:�:I
CITY OF RALEIGH
Town of Garner
Engineering Department
APPROVED
SIGNED DATE
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1'-101%6"
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TOP OF FOOTING
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8'-6"
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2-N1 @ 8"
B
FILL FACE
1-V1 STR. FACE
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SECTION - AA
SECTION - gg
SEE
STD. DWG. 838.45 FOR GENERAL NOTES.
BILL OF MATERIAL FOR
ENDWALL
REINF.
S-fEEL
1 PIPE
J
5 SPA. @9" FILL
BAR
SIZE
LENGTH
NO.
WEIGHT
J
FACE 2-N2, 2-N3, 2-N4
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#4
5'-fill
4
15
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7'-111'
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#4
6' - 7"
4
18
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#4
5'-8"
4
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#4
4' - 9"
4
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#4
1 1' -10"
6
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#4
5' - 3"
6
21
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2
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#4
4'- 10"
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4'
BILL OF MATERIAL FOR
ENDWALL
REINF.
S-fEEL
1 PIPE
J
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SIZE
LENGTH
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co
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B1
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WING ELEVATION CON. /C.S. CU. YDS 5.2 SHEET 2 OF 2 SHEET 1 OF 1
"H", "NJ1, & "Z" BAR DIMENSIONS ARE OUT TO OUT. Q 3 8 . 21 1838.80
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9" � L
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"N" & "Z" BAR DIMENSIONS ARE OUT TO OUT.
"Zr, T4
*PAY FOR CONCRETE AS BRICK MASONRY
BILL OF MATERIAL FOR ENDWALL
REINF.
STEEL
2 PIPES
3 PIPES
BAR
SIZE
LENGTH
NO.
WEIGHT
NO.
WEIGHT
B1
#5
5'-6"
4
23
6
34
B2
#5
4'-3"
2
9
2
9
B3
#5
7'-3"
2
15
4
30
G2
#7
19'-4"
2
79
-
-
G3
#7
29' - 8"
-
-
2
121
H1
#4
6'-9"
6
27
6
27
H2
#4
5'-811
2
8
2
8
H3
#4
3'-8"
2
5
2
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N1
#5
3'-3"
11
37
16
54
N2
#6
3'-6"
8
42
8
42
N3
#4
2'-9"
8
15
8
15
T2
#4
25'-01'
6
100
-
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T3
#4
18'-4"
-
-
12
147
T4
#4
6' - 61i
6
26
6
26
T5
#4
2'-6"
82
137
122
204
V1
#4
7'-6"
11
55
16
1 80
V2
#4
6'-7"
4
18
4
18
V3
#4
5'-6"
4
15
4
15
V4
#4
4'-61/
4
12
4
12
V5
#4
3'-5"
4
9
4
9
Z1
#6
5'-011
6
45
6
45
Z2
#6
4'-3'
6
38
6
38
Z3
#4
3'-4"
6
13
6
13
REINF. STEEL LBS.
728
952
*CL. "A" CONC. FOOT. C.Y.
5.3
6.8
BR. MASONRY/C.S. C.Y.
5.3
7.0
BR. MASONRY/R.C. C.Y.
1 4.6
5.9
1L2"x11" P a
RECESS =
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SECTION A -A
SEE STD. DWG. NO. 838.75 FOR GENERAL NOTES.
Wi (FT.)
ELEVATION
W2 (FT.
PLAN
H2
H1
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
15'-4" THREE PIPES T2 OR T3
T5 @ 6"
TOP & BOTTOM
2' 7'A61r
10'-2" TWO PIPES TOP
& BOTTOM
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3'-41 (6'r PIPES
3`3 11
PLAN
GROUT SPACE CONTINUOUS
THRU
HEADWALL
30'-8" THREE PIPES
20'-4" TWO PIPES
5 V1
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7T8"
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ELEVATION
H3 H2 7 SPA. @ 10"
H1 V2-V5 BARS
4 SPA. @ V-3" V2 V3 V4
H1-H3 BARS I V5
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REFER TO CHART
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ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
1 #5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
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DRAWN BY
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 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 NCGO1 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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
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 mannerto renderthe
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Sta n
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
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.
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.
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
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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 inlets) 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 ofthe 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.
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.
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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
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.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) L&SC
At least once per
1. Identification cf the measures inspected,
Measures
7 calendar days
2. Date and time ofthe inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification cf the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time ofthe inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication ofvisible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
ofthe following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidityfrom the construction
cr offsite
and within 24
activity, then a record ofthe following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) cf this permit.
6 Ground
1)
After each phase
P
1. The phase ofgrading installation of erimeter E&SC
P g g( P
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timefra me or an assurance that they will be provided as
soon as possible.
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.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
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
p g
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.
3. Documentation to be Retained for Three Years
All data used to complete the a-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.
EFFECTIVE: 04/01/191
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 ofvolume), 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.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 cafendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
+ If the stream is named on the NC 3031 list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(1
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 cafendar days, a reportthat includes an evaluation ofthe
122.41(m)(3)]
quality and effect of the bypass.
e Noncompliance
{) p
• Within 24 hours an oral or electronic notification.
,
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environmeri
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19I
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FIXTURE, LED 50 - AEL ASSY# LFD[-RW-LED-50-GRAY-III-MULTIV-___-P
MOUNTING HEIGHT: 25 FT POLE ASSY# LPOLE-DB-FG-25FT-GRAY-___-P <GRAY)
LIGHT SOURCE, 20 LED'S, 4000K, 70 CRI
PATTERNi TYPE III, Bl-UO-G1(zero tight at or alcove 90 degrees)
NOTE, THE FDOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
DIVIDE THE READINGS BELOW BY .85.
N
CALCLILATIpN SUMMARY
AREA NAME
DIMENSIONS
GRID 1 TYPE
I# PTS
SPAC
GROUP
AVE
MAX
MIN
MA}[IMIN
AVEIMIN
New Area
2688,754752,13Ft
Roadway
11222 110.06
1w
10,23
1.08
10.00
NIA
NIA
Oak Park
Phase II&IV 0-0154) LUMINAIRE SCHEDULE
TYP
SYMBOL
DESCRIPTION
LAMP
LUMENS
MOUNTING/BALLAST
LLF
QTY
0504
American Electr LED50_1/PULE
25' MT HT
15
b
(1) 'L050' LED50 1-41POLE
(1) 4807 lumens
4807
Autobahn
0,65
❑AK PARK PHASE II & IV
LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL GARNER, NC
The calculated footcandle light levels in this lighting design are predicted values This document together with the concepts and designs presented herein, presented as an instrument SITE LIGHTING PLAN
and are based on specific information that has been supplied to Duke Energy Customer approval Date DUKE of service, is the sole property of Duke Energy Progress, and is intended only for the specific
Progress. Any inaccuracies in the supplied information, differences in luminaire purpose and prospective client as stated in the title block of this drawing. Any use, copying, Designed Icy DEP LIGHTING S❑LUTI❑NS
installation, lighted area geometry including elevation differences, reflective reproduction or disclosure of the drawing, design or any information contained herein by the properties of surrounding surfaces, obstructions (foliage or otherwise) in the prospective customer or other entities, including without limitation, architects, engineers, or equipment Reviewed by T. Ferguson Scale 1" = 50
lighted area, or lighting from sources other than listed in this design may DISTANCE CALIBRATION (INCHES) ENERGY@ manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent Date 06/17/2019 Size Arch D'
produce different results from the predicted values. Normal tolerances of voltage, from, and payment of compensation to Duke Energy Progress. Duke Energy Progress disclaims any
lamp output, and ballast and luminaire manufacture will also affect results. liability or responsibility for any unauthorized use of or reliance on this document. Description LED 50 Roadway
° D. 5 I. ° 2.0 3.0 4.0 PROGRESS Drawing No, 19-0154A Sht, 1 OF 2

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IS❑FDOTCANDLE CURVETS
FIXTURE, LED 50 - AEL ASSY# LFD[-RW-LED-50-GRAY-III-MULTIV-----P
MOUNTING HEIGHT: 25 FT POLE ASSY# LPOLE-DB-FG-25FT-GRAY-----P <GRAY)
LIGHT SOURCE, 20 LED'S, 4000K, 70 CRI
PATTERNI TYPE III, Bl-UO-Gl(aero Light at or alcove 90 degrees)
NOTE, THE FDOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES.
DIVI➢E THE READINGS BELOW BY ,85,
-M art ^W 0 40 N teo L60
LEGEND <OUTER to INNER), 0,100 , 0.250 , 0.350 , 0.650 , I.00
N
CALCULATION SUMMARY
AREA NAME
DIMENSIONS
GRID 1 TYPE
## PTS
SPAC
GROUP
AVE
MAX
MIN
MAXIMIN
AVEIMIN
New Area
Oak Park
Phase II&IV 0-0154) LUMINAIRE SCHEDULE
TYP
SYMBOL
DESCRIPTION _FLAMP
LUMENS
MOUNTING/BALLAST
LLF
QTY
0504
American Electr LED50_1/PULE
25' MT HT
15
b
(1) 1050' LED50 1-41POLE
(1) 4807 lumens
4807
Autobahn
0,85
❑AK PARK PHASE II & IV
LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL GARNER, NC
The calculated footcandle light levels in this lighting design are predicted values This document together with the concepts and designs presented herein, presented as an instrument SITE LIGHTING PLAN
and are based on specific information that has been supplied to Duke Energy Customer approval Date DUKE of service, is the sole property of Duke Energy Progress, and is intended only for the specific
Progress. Any inaccuracies in the supplied information, differences in luminaire purpose and prospective client as stated in the title block of this drawing. Any use, copying, Designed {Cy DEP LIGHTING S❑LUTI❑NS
installation, lighted area geometry including elevation differences, reflective reproduction or disclosure of the drawing, design or any information contained herein by the ENE properties of surrounding surfaces, obstructions (foliage or otherwise) in the prospective customer or other entities, including without limitation, architects, engineers, or equipment Reviewed by T. Ferguson Scale 1a - 50
lighted area, or lighting from sources other than listed in this design may DISTANCE CALIBRATION (INCHES) manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent Date 06/17/2019 Size "Arch D'°
produce different results from the predicted values. Normal tolerances of voltage, from, and payment of compensation to Duke Energy Progress. Duke Energy Progress disclaims any
lamp output, and ballast and luminaire manufacture will also affect results. liability or responsibility for any unauthorized use of or reliance on this document. Description LED 50 Roadway
° D. 5 t. ° 2.0 3.0 4.0 PROGRESS Drawing No, 19-0154A Sht, 2 DF 2

WALKWAY PAVILION
CONCRETE WALKWAY
SHELTER PAVILION
o ►
a �
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OPEN SPACE u7
r AREA #2 0
15,080 S.F.
\ 1
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1 .
L 1
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II 6
PROPOSED SIGHT DISTANCE -L 1
TRIANGLE (TYP.)
/ PIN: 1619-93-8515
f BOBBY RAYNOR & MARGARET RAYNOR -=; --_j 1
ZONING-R-40 11 � ,
USE -VACANT �•
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OSED EAST BOUND L FT TURN LANE AT 0�Q / 0,851 AC,
ECT ENTRANCE
PIN: 1629--04-21
WAYLON & FRANCES W O20
ZONING-R-40
USE -SINGLE FAMILY
r
O-EBH
/ 296.97'
36-WO / 20' STREET TREE & SIGN EASEMENT
SIGN
PROPOSED ROAD WIDENING NEW BETHEL ROAD
OF 41' B/B IN 70' R/W
NOTES
1. Street Trees are to be located within the Public Street Tree Easement. Refer to Section 7.1-L.1a of the
UDO for location of easement.
\ 2. Stormwater devices shall be screened on all sides with evergreen shrubs maintained at a minimum height of
four feet. Refer to Section 7.1-M.3 of the UDO.
3. All landscaping should be installed and maintained in accordance with the Planting Manual found in Appendix
E of the Town of Garner's UDO.
4. After clearing, please call Town of Garner Planning Department (D 772--4688 to arrange for field inspections
of Buffers. If the existing trees are not sufficient to meet the Town of Garner code additional plant material
\ will be required at the direction of the Planning Department.
\ s 5. Areas to be mulched shall use 2-4" fine textured organic mulch.
6. Street trees to be planted by each builder prior to receiving C.Q. for house.
Department completes field inspection of buffers.
7. Landscape buffer along western boundary will be installed by the developer and maintenance, restrictions etc,
will be addressed in the homeowner's restrictive covenants.
\
- 15'X500' SIGHT DISTANCE TRIANGLES
28- WO 311.511 ° ' 16"E PLANT LIST - Street Trees
31
r ' y n, r� EX. VEGETATION TO REMAIN
KEY BOTANICAL NAME COMMON NAME QTY. SIZE HEIGHT ROOT COMMENTS
ALONG NEW BETHEL TO SCREEN Z Zelkova scheideriana Zeikova 155 2.5" Cal. 8' Min. B&B
_ _ �- r r, r JJ :. ♦ ♦ NEW HOMES FROM STREET WO Quercus phellos Willow Oak 111 2.5" Cal_ 8' Min, B&B
- .- IF AREAS ALONG NEW BETHEL
{ ;- ► PIN: 1629-03-8995 Pa Quercus acutisslma 5awtooth Oak 110 2.5" Cal. $' Min. B&B
CHURCH ROAD LACK SUFFICIENT
/OPEN SPACE SIGN DANIEL & PEGGY TINGEN CP Pistacia chinensis'Keth Davey' Chinese Pistache 89 2,5" Cal. 8' Min. B&B
► �' AREA#11 `..' VEGETATION THEN THE AREAS WILL ,y "
r 688 S.F. SCREENED IN THE SAME MANNER A5 ZONING-R-30 AE lllmus americans Princeton American Elm 95 2.5Cal. 8' Min. B&B
,t , + •- ��� LOTS 1 & 163. USE -SINGLE FAMILY
145
-RREE VE - `
+21-]I��'
-�-J
+ AEA #1 + \ .
56,334 S.F.
146
+ + + -�- �s-7`.�/ PIN: 1629-24-2350
+ + + -PPEREA#CE+ + rr _� - _ ,//I //J/ `•���� I BANK OF AMERICA
� -- r r t� �''ry(! ZONING-R-30
■ + 56,3+ST.+ .- y /, /, r Ir Ej►Q19
USE -VACANT
r r y'
+ + + + `_- 147 /J ri `'� �Q & SIGN
STREET TREE
+ + L 1 r `♦ .�
+ + + + L---- /r r'f EASEMENT
168 169
+ r rfJ
+ + r I /�J
.41 C 14$
11//170
171/
\, 149 ` ► s Tp <19-A J J 72
ti
1 152 r I It \\ �\ I f 'r ��• ♦ \ r, ` /7 •
j! 151 t`1 150 -7 1.
173
16514 - P O
164
II+1 If F��_\`\✓/ Try // ♦\♦�♦ /
1
I Ir I it -` �\
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53 1 7
t
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F 17 5
,+ 41 1 1r1 !er i r �t I \ Q ^ �♦ ~]
\ Q'
� Sz l� �
15'X500' SIGHT
DISTANCE TRIANGLES
-TAPER BACK TO
EXIST. PAVEMENT
N48°04'27"W
73, 20'
N58"04'27"W
97, 52'
1 1{ V !+ 1155 11f �+r�\\�\\ ,r // �♦ ��� t �:� ��
It 1156 t 1 f +1, r !r I \`'`\ 162 `\�`vr r Q`N� r {/ `� '�� /� � t �O�t `-■. ��
— _ �a ,, 1,�1157 ' 1 rr ,' \'.. > �° ♦ 176 — —�' �- !� • ,
I r
—r --ti� r —_ i,,fl , 1 1SV� \\1\t 161 \� 4 r ♦\ \; \ //�(`�„ N C��' '' I �l ►
++��-
' 1 11 , , ► _ _ J + 1 F1+r ,r 1 4G ,'� 1 I r ll
PROPOSED LOT LINES (TYP.) L '141 ' I I 1
--_j r `--F _ rlr',l r;�fr140rl rr'�rr Irfr`.
fl 12 _ Q ► r`—~—�— — L--�1i� 11►`Ir 13911381'13 t
r�' ♦`,t
112
�1 13 -� ❑ ' 1 '+'' - -� ' I.�' r%- 136
1 j r 113 1 1 7, — V r r,
1 r (r 114-P¢1 r 114 'r
PROPOSED HC RAMP (TYP.)=_e_ _J ► - 1++r1 rrll 115 '%J
PERIMETER r -� 1 1 / // i 135
— J
LANDSCAPE BUFFER -- MI( y, ♦/,,
PIN. 1619-81-5817 1° 15 _� ►�-� r���, �► �, `-'- 134 -
BOBBY RAYNOR f l� _ r 1--- - 29'S� w r .'=.
ZONING-R--30 15r+GP- -� `• �► L -���
USE--??? 111 '-- 121 ' +' ''!'' �= �� ■
11 16 ! , I r r I N\ /r i I r-� 133
!L__ �__ ' r,, 120,/ 117 ,1 -
r 1 1
25' PERIMETER - —� -� 1, , r _ `� I r �' 1. J ►
LANDSCAPE BUFFER , 132
-- , 1 , ,. ` 1 `\�\ 7
SEE NOTE #7 �1 17 I _- r l 119 I �� \\ � \ rr r 1 r r
10' STREET TREE L___-____J � \�\ f Co �� - ■ IL.
EASEMENT (TYP,} �__-_ _ —= I ; r7Frj�i 1 118 \} v r.-: 131 ] r
11r I 122 N N 1 r.
II j U- ������ N r 1 -- �`♦ LLj
IN
x NI
123
_ r r
2 \
i
PARKING AREA r \ , �\ 20 124 n� r ,r /�j•
r i r ,N/13�1VI
MAIL KIOSK 1Ci1 r,r ,♦`
JIIAt'TC� ,
:1 r ,
~�
is
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r�
"A��,►�'' ri�'e� -fir'
�'f
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f I I r �i
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I
�r�r \r►r�lJ r / \\ I
Z\ 21 r ■ J Nr r1 00
100
\
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rf} \ 105
1
• .00
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FRI
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s
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OPEN SPACE
AREA #9
231,018 S.F.
25` West BUFFER YARD
TOTAL AREA OF BUFFER = 87,498 S.F.
87,498 S.F. r 300 292 TREES REQUIRED
292 TREE PROVIDED
87,498 S.F. f 75 1167 SHRUBS REQUIRED
1167 SHRUBS PROVIDED
CA AS M
1! 1 l
A TYPICAL 25' BUFFER 100' SECTION
181.36' SCALE: N.T.S.
-50' NEUSE
RIPARIAN
BUFFER
50' FROM TOP
OF BANK
PROPOSED
0 OSED 50
PUBLIC GREENWAY
EASEMENT
25'BUFFER FER PLANT LIST
KEY BOTANICAL NAME COMMON NAME SIZE ROOT QUAN. REMARKS
R]t
ACER RUBRLIM ATM. FLAME _
AUTUMN FLAME MAPLE
2 1 '
B&B
IT
PILAUS TAEDA
LOBLOLLY PINE
2 1 2"
B&B
KD
CORNUS KOUSA MILKY WAY'
KOUSA DOGIVOOD
1 3 "
B&B
E
EUONYMLS KIAUTSCHOVICUS MANHATTAN
MANHATTAN EUONYh1US
ib"
CONT.
LBr1
ILEA A'Eh1ILY 6RLI11ER
EhI1LY BRUNER IFULLY
36"
CONT.
do not top tree
GENERAL PLANTING NOTES
hole diameter
up to 2" cal -twice boll diam.
greoter than 2", 2` larger than boll
1-
VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE
RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL QUANITIES SHALL BE
2 pieces reinforced rubber hose
REQUIRED ON THE PLANTING PLAN.
2-
ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS
12 ga. galvanized wire
ESTABLISHED BY THE AMERICAN A55DGIATIDN OF NURSERYMEN.
allow for deflection
3.
ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
PLANTING.
2%2'xg' treated stoke 2"xVW
4-
SET TOP OF ROOT BALL 6"-a' ABOVE GRADE, PREPARE ENTIRE BED,
NOT INDIVIDUALLY.
tamp bockfill it 6' layers
5,
THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS.
bockfill with excavated material
6-
FERTILIZE ALL PLANTS WITH AGRIrORM FERTILIZER TABLETS DR EQUAL To BE APPLIED
and 5% max. organics
AT MANUFACTURERS RECCOMENDED RATE.
I 111
4" mulch as specified I ill—
7,
GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON.
S.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
undisturbed subgrade I —
9.
ALL TREES HAVE BEEN LOCATED WITH RESPECT TD PRQPOSED DR EXISTING FACILITIES
I1'1
settle all plantings with water =III-11
OR STRUCTURES.
10.
OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND
LARGE TREE
remove burlap and wire from top
SMALL TREE
ANY DEAD UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED ED
remove reinforcement after 1 year
VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE
carefully prune all damaged roots and branches
OR I ALACE.
II-
REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT.
1111=
4" i I layer
m'n, much aye
12.
T
SUBSTITUTIONS 4R ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NDTIFICATIDN
I —1
DF THE PROJECT LANDSCAPE ARCHITECT.
set top of root boll 6"-B" above grade
13.
ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
I
prepare entire bed, not individually.
PLANTING DETAILS
SHRUB BED PLANTING
�N MUST C.
]� L I T Y p al,FU
C� �Q Cn� J'
0
!' -_J L _
PIN: 1629-12-3672 rt A fTl
DOAN BRYAN ZONING—R-30
I ICF'—\/Af AKIT
`S r I: M't a'
I
0110 NEW
NEWS.,. ,=, „
_ L
r 203
!
202 !1
r 50' INFUSE
f Ir201
nn 50' FROM � V 1 - F
I PROPOSED
r F PUBLIC GR
_�_66 I EASEMENT
1r
�' 199 ~ ~ r
f = —1
r PREL14MIARY PLAINS - NOT FOR CONSTRUCTION
THIS NOTE HALL BE REMOVED UPON FINAL
APPROVAL OF GOVERNMENTAL AGENCY APPROVING
THE PLANS
xDO NOT BID THIS SET OF PLANS UNTIL LABELED
"APPROVED FOR CONSTRUCTI1pN"
TMTLA ASSOCIATED 15 IN NO PART
RESPONSIBLE FOR BIDS OR BID CHANGES.
xOWNER/DEVELOPER/SURVEYOR SHALL OBTAIN
FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER
PRIOR TO CONSTRUCTION STAKING.
r THE CLIENT SHALL BE FULLY RESPONSIBLE FOR
THE EXPLORATION AND IDENTIFICATION OF ALL
SUB -SURFACE CONDITIONS ON THE SITE AND
SHALL PROVIDE ANY AND ALL INFORMATION TO
THE DESIGN TEAM.
w THE CLIENT/DEVELOPER SHALL FULLY REVIEW
AND UNDERSTAND THE INFORMATION DEPICTED ON
THESE PLANS AND SHALL APPROVE THE RELEASE
OF THESE PLANS TO BE SENT OUT FOR
CONSTRUCTION.
OWNER: DATE:
■ THIS ORAOMI(' IS THE PROPERrY OF
TMTLA ASSOCIATES
AND 15 NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART WITHOUT PERMISSION.
rITIS NOT TO BE USED ON ANY OTHER PROJECT
AND 15 TO BE RETURNED UPON REQUEST,
GRAPHIC SCALE
100 0 SO 100 200
{ IN FEET )
1 inch = 100 ft.
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REVISIONS:
1 7 16-Revised er Town Comments
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2/1/16-Revised per Town Comments
2/25/16-Revised per Town Comments
3/08/16-Revised per Town Comments
9/29/16-Revised per Town Comments
2/27/18-Revised tree save area and
entry sign
5/04/18-Added HC parking and updated base
to approved CD's
12/17/18-CUP Modification
2/18/19-CUP Modification Revisions
3/18/19-CUP Modification Revisions
8/5/19-CUP Modification Revisions
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SCALE:
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DRAWN BY:
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PROJECT #
15054
DATE:
12/01/15
SHEET
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do
25' PERIMETER
LANDSCAPE BUFFER
PROPOSED SIDEWALK (TYP.)----_
25' PERIMETER
LANDSCAPE BUFFER
PROPOSED LOT LINES (TYP,)-\
PROPOSED SETBACK (TYP.)
HC RAMPS (TYP.)
SIGHT DISTANCE
TRIANGLE (TYP.)
3-WO --
10' STREET TREE
EASEMENT (TYP.)
SANITARY SEWED & PUMP
STATION ACCESS EASEMENT
-50' CC}NSERVATION BUFFER
SEWER PUMP STATION
50' NE USE RIPARIAN BUFFER
50' FROM TOP OF BANK
100 YEAR FLOODPLAIN
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
t inch = 100 ft.
231,010 S.F.
50' NEUSE RIPARIAN BUFFER
50' FROM TOP OF BANK
PLANT LIST
- Street Trees
KEY
BOTANICAL NAME
COMMON NAME
QTY.
SIZE
HEIGHT
ROOT
COMMENTS
Z
Zelkova scheideriana
Zelkova
155
2.5" Cal.
8' Min.
B&B
WO
Quercus phelios
Willow Oak
111
2.5" Cal.
8' Min.
B&B
PO
Quercus acutissima
Sawtooth Oak
110
2.5" Cal.
8' Min.
B&B
CP
Pistacia chinensis'Keith Davey'
Chinese Pistache
89
2.5" Cal.
8' Min.
B&B
AE
Ulmus americana 'Princeton'
American Elm
95
2.5" Cal.
8' Min.
B&B
PROPOSED 50' PUBLIC
GREENWAY EASEMENT
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ANNUALS
around column
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NOTES
1. Street Trees ore to be located within the Public Street Tree Easement. Refer to Section
7,1-L.1a of the UDC? for location of easement.
2. Stormwater devices shall be screened on all sides with evergreen shrubs maintained at a
minimum height of four feet, Refer to Section 7.1-M,3 of the UDO.
3. All landscaping should be installed and maintained in accordance with the Planting Manuol
found in Appendix E of the Town of Garner's UDO,
4, After clearing, please call Town of Garner Planning Department @ 772-4688 to arrange
for field inspections of Buffers, If the existing trees are not sufficient to meet the Town of
Garner code additional plant material will be required at the direction of the Planning
Department,
5. Areas to be mulched shall use 2-4" fine textured organic mulch.
6. Street trees to be planted by each builder prior to receiving C,O. for house.
Department completes field inspection of buffers,
7, Median plantings to be maintained by the HOA.
8. Buffer plantings shall be installed by the builder prior to receiving C.Q.
do not top tree
GENERAL PLANTING NOTES
hale diameter
up to 2" cal„twice bail diam.
greater than 2", 2t larger than ball
1.
VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE
RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL QUANITIES SHALL BEN,
2 pieces reinforced rubber hose
REQUIRED ON THE PLANTING PLA
2.
ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARD`:
12 go. galvanized wire
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
allow for deflection
3.
ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
PLANTING,
2"x2"x9• treated stake 2"x2'x6'
4.
SET TOP OF ROOT BALL 6"-8" ABOVE GRADE, PREPARE ENTIRE BED,
NOT INDIVIDUALLY.
tamp backfill in fi" layers
5.
THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS.
backfill with excavated material
6,
FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED
and 5% max. organics
AT MANUFACTURERS RECCOMENDE❑ RATE.
—I
I
4" mulch as specified II —I
II—
7•
GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON.
8.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIrIED PRIOR TO BACKFILLING-
_ _
undisturbed subgrade E
9.
ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR E%ISTING FACILITIES
- _
settle allplantings with water
=
OR STRUCTURES.
10-
OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND
LARGE TREE
remove burlap and wire from top
SMALL TREE
ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED
remove reinforcement after 9 year
VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE
carefully prune all damaged roots and branches
ORDINANCE.
11.
REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT.
4" min, mulch layer
12,
SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
I—
OF THE PROJECT LANDSCAPE ARCHITECT.
set top of root ball 6"-8" above grade
13.
ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
I I
prepare entire bed, not individually.
PLANTING DETAILS
SHRUB BED PLANTING
The Construction Contractor is required to contact
Engineering Department at 919-773-4425 or
mking0garnernc.gov to schedule a pre construction meeting
prior to obtaining building permits for this plan.
N,
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3-CM
DECORATIVE $_DLP •`
FENCE
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COLUMN
15-VL around column
LANDSCAPING
FASFIVIFNT
KEY
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
QTY.
CM
Lagerstroemia indica Tuscarora'
Tuscarora Crape Myrtle
14-16' HT
B&B
6
NSH
Ilex x 'Nellie R Stevens'
Nellie Stevens Holly
6' HT.
B&B
18
AB
Abelia grandiflora 'Little Richard'
Abelia
181,
Cont.
36
KR
Rosa x Red Knockout'
Red Knockout Rose
181,
Cont.
24
IDS
Distylium 'Vintage Jade'
Vintage Jade D stylium
16,
Cont.
12
VL
Liriape muscad 'Variegata'
Variegated Liriope
1 gal
Cont.
130
DLP
Loropetalum chinensis w. 'Daruma Compacta"
Daruma Loropetalum
151,
Cont.
16
Annuals I
Seasonal Annuals
6"
Cont.
140 SF
SCALE: 1 "=20'
-PRELOM ARY PLANS - "Of FOR CONSTRUCTI1
THIS NOTE WILL BE REMOVED UPON FINAL
APPROVAL OF GOVERNMENTAL AGENCY APPROVING
THE PLANS
xD0 NOT BID THIS SET OF PLANS UNTIL LABELED
"APPROI&D FOR CONSTRUCTION
TMTLA ASSOCIATED IS IN NO PART
RESPONSIBLE FOR BIDS OR BID CHANGES,
xOWNER/DEVELOPER/SURVEYOR SHALL OBTAIN
FINAL CONSTRUCTION DOCUMENTS FROM DESIGNER
PRIOR TO CONSTRUCTION STAKING,
x THE CLIENT SHALL BE FULLY RESPONSIBLE FOR
THE EXPLORATION AND IDENTIFICATION OF ALL
SUB -SURFACE CONDITIONS ON THE SITE AND
SHALL PROVIDE ANY AND ALL INFORMATION TO
THE DESIGN TEAM.
x THE CLIENT/DEVELOPER $HALL FULLY REVIEW
AND UNDERSTAND THE INFORMATION DEPICTED ON
THESE PLANS AND SHALL APPROVE THE RELEASE
OF THESE PLANS TO BE SENT OUT FOR
CONSTRUCTION,
OWNER: DATE:
TNS DRAM W IS 1K PROPERTY OF
TMTLA ASSOCIATES
AND IS NOT TO BE REPRODUCED OR COPIED IN
WHOLE OR IN PART WITHOUT PERMISSION.
MIT IS NOT TO BE USED ON ANY OTHER PROJECT
AND IS TO BE RETURNED UPON REQUEST,
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REVISIONS:
1/7/16-Revised per Town Comments
2/1/16-Revised per Town Comments
2/25/16-Revised per Town Comments
3/08/16-Revised per Town Comments
9/29/16-Revised per Town Comments
2/27/18-Revised tree save area and
entry sign
5/04/18-Added HC parking and updated base
to approved CD's
12/17/18-CUP Modification
2/18/19--CUP Modification Revisions
3/18/19-CUP Modification Revisions
8/5/19-CUP Modification Revisions
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SCALE:
1I'=100'
DRAWN BY:
JML
PROJECT #
15054
DATE:
12/01 /15
SHEET
L-5
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