SW3210301_Plansheet - Set_20210309

DEVELOPER/APPLICANT CONTACT:
KH WESLEY CHAPEL, LLC
CRAIG GRIMMER (LAND
DEVELOPMENT MANAGER)
704-390-6455
EMAIL: cgrimmer@kolter com
8913 SILVER SPRINGS COURT
CHARLOTTE, NC 28215
ENGINEER
THOMAS a HUTTON
MATTHEW S KIKER, PE
980-521-5999
EMAIL: kiker m@tandh com
1020 EUCLID AVENUE
CHARLOTTE, NC 28203
LAND DEVELOPMENT SET
OF
CRESSWIND -PHASE 2
UNION COUNTY.. NC
PREPARED FOR:
KH WESLEY CHAPEL.. LLC
8913 SILVER SPRINGS COURT
CHARLOTTE, NC 28215
TM# 06-027-007, 06-009-008
JANUARY 6,2021
J-27842.0002
PREPARED BY:
L_
THOMAS
Net-
HUTTON
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER SHEET
GO.1
GENERAL NOTES
G0.2
OVERALL PHASE LAYOUT
G0.3
EXISTING STREAM AND WETLANDS BUFFERS
EX1.1
EXISTING CONDITIONS & DEMOLITON PLAN
C1.0
OVERALL STAKING & SIGNAGE PLAN
C1.1
STAKING & SIGNAGE PLAN
C1.2
STAKING & SIGNAGE PLAN
C1.3
STAKING & SIGNAGE PLAN
EC1.0
OVERALL EROSION CONTROL - PHASE 1
EC1.1
EROSION CONTROL PLANS - PHASE 1
EC1.2
EROSION CONTROL PLANS - PHASE 1
EC1.3
EROSION CONTROL PLANS - PHASE 1
EC2.0
OVERALL EROSION CONTROL PLANS - PHASE 2
EC2.1
EROSION CONTROL PLANS - PHASE 2
EC2.2
EROSION CONTROL PLANS - PHASE 2
EC2.3
EROSION CONTROL PLANS - PHASE 2
EC3.1
EROSION CONTROL DETAILS
EC3.2
EROSION CONTROL DETAILS
EC3.3
EROSION CONTROL DETAILS
EC3.4
EROSION CONTROL DETAILS
C2.0
OVERALL WATER AND SEWER PLANS
C2.1
WATER AND SEWER PLAN & PROFILES
C2.2
WATER AND SEWER PLAN & PROFILES
C2.3
WATER AND SEWER PLAN & PROFILES
C2.4
WATER AND SEWER PLAN & PROFILES
C2.5
WATER AND SEWER DETAILS
C2.6
WATER AND SEWER DETAILS
C2.7
WATER AND SEWER DETAILS
C3.0
OVERALL PAVING, GRADING, & DRAINAGE PLAN
C3.1
PAVING GRADING & DRAINAGE PLAN
C3.2
PAVING GRADING & DRAINAGE PLAN
C3.3
PAVING GRADING & DRAINAGE PLAN
C3.4
PAVING GRADING & DRAINAGE PLAN
C3.5
PAVING GRADING & DRAINAGE PLAN
C3.6
DRAINAGE PROFILES
C3.7
DRAINAGE PROFILES
C3.8
DRAINAGE PROFILES
C3.9
DRAINAGE PROFILES
C3.10
DRAINAGE PROFILES
C3.11
DRAINAGE PROFILES
C3.12
DRAINAGE PROFILES
C3.14
ROAD PROFILES
C3.15
ROAD PROFILES
C3.16
PAVING GRADING & DRAINAGE DETAILS
C3.17
PAVING GRADING & DRAINAGE DETAILS
C3.18
PAVING GRADING & DRAINAGE DETAILS
C3.19
PAVING GRADING & DRAINAGE DETAILS
C3.20
PAVING GRADING & DRAINAGE DETAILS
C3.21
PAVING GRADING & DRAINAGE DETAILS
C3.22
WET POND PLAN AND DETAILS
C4.1
STREET LIGHTING PLAN
1-1.1
STREET TREE PLAN
L2.1
LANDSCAPE NOTES & DETAILS
L2.2
LANDSCAPE SPECIFICATIONS
L2.3
GRASSING SPECIFICATIONS
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REVISION HISTORY
REV. NO. REVISION BY DATE
SUBMITTAL HISTORY
NCDEO STORMWATER
2/19/21
NCDEO EROSION CONTROL
2/19/21
UNION COUNTY PLANNING
2/19/21
SUBMITTED TO
I DATE
Know what's below.
Call before you dig.
T THOMAS
HUTT N
1020 Euclid Avenue
Charlotte, NC 28202
p.980.201.5505
w vw.thomasandhutton.com
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EROSION CONTROL LEGEND
DESCRIPTION
PLAN SYMBOL
SILT FENCE
CLEARING LIMITS
CL
LIMITS OF DISTURBANCE
LOD
SUBSURFACE DRAINISSD(—]
TREE PROTECTION
a/❑`o
TEMPORARY SEEDING
T$
PERMANENT SEEDING
P$
SODDING
SO
RIPRAP
OUTLET PROTECTION - RIP RAP
SEDIMENT TRAP
ROCK CHECK DAM
' ' OR
STABILIZED CONSTRUCTION ENTRANCE
STORM DRAIN INLET PROTECTION - TYPE A
FILTER FABRIC
a
STORM DRAIN INLET PROTECTION - TYPE E
SURFACE COURSE CURB INLET FILTER
C
G
OTHER
UTILITIES
LEGEND
DESCRIPTION
EXISTING
NATURAL GAS
JGG
l..JGG
TELEPHONE
0111
0111
UNDERGROUND TELEPHONE
lJI L
lJI..L
ELECTRICITY
01IP
01IP
UNDERGROUND ELECTRICITY
lJ G P
lJ G P
DRAINAGE LEGEND
DESCRIPTION
EXISTING
PROPOSED
PIPE
- - - - - - -
-•-•-•-•-•-•-
DITCH
CURB INLET
GRATE INLET
❑®
JUNCTION BOX
)
OUTLET STRUCTURE
■
ABBREVIATIONS
HDPE
HIGH DENSITY POLYETHYLENE
JB
JUNCTION BOX
SDMH
STORM DRAINAGE
MANHOLE
BOT
BOTTOM
LF
LINEAR FEET
SF
SQUARE FEET
CI
CURB INLET
MAX
MAXIMUM
SS
SANITARY SEWER
CPP
CORRUGATED PLASTIC PIPE
MIN
MINIMUM
TC
TOP OF CURB
DIP
DUCTILE IRON PIPE
MH
MANHOLE
TG
TOP OF GUTTER
EL
ELEVATION
OC
ON CENTER
TP
TOP OF PAVEMENT
FG
FINISH GRADE
PC
POINT OF CURVE
TW
TOP OF WALK
FH
FIRE HYDRANT
PH
POST HYDRANT
TYP
TYPICAL
FM
FORCE MAIN (SANITARY SEWER)
PT
POINT OF TANGENT
W
WATER
FP
FINISH PAD
PVC
POLYVINYL CHLORIDE
W/
WITH
FIR
FRAME
RCP
REINFORCED CONCRETE PIPE
WV
WATER VALVE
GI
GRATE INLET
RJP
RESTRAINED JOINT PIPE
YI
YARD INLET
GV
GATE VALVE
R/W
RIGHT-OF-WAY
INV
INVERT ELEVATION
SD
STORM DRAINAGE
GENERAL NOTES
I. CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES TO UNION COUNTY PUBLIC
WORKS.
2. SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE DRAWINGS
BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE CONTRACTOR
IS RESPONSIBLE FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR
TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO THE
OWNER.
3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED
TESTS AND INSPECTIONS.
4. THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
BEGINNING ANY REMOVAL OPERATION.
5. ALL WATERMAINS SHALL BE POLYVINYL CHLORIDE (PVC C900) UNLESS OTHERWISE INDICATED.
6. ALL GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE (PVC SDR26) UNLESS OTHERWISE INDICATED.
7. SURVEYING AND BOUNDARY INFORMATION BY METROLINA LAND SURVEYING, INC.
8. ALL ELEVATIONS SHOWN ARE BASED ON NAVD88.
9. HORIZONTAL DATUM BASED ON NC NAD83 STATE PLAN COORDINATES.
10. LIDAR-TOPOGRAPHIC SURVEY BY GREENMAN-PEDERSON, INC.
II. POTTER ROAD RIGHT-OF-WAY SURVEY PROVIDED BY THOMAS & HUTTON.
12. CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM
FOR CONSTRUCTION.
13. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES OTHER
THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION , THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE.
DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR.
ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING
UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
14. IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE
DISTURBED AREA AT NO ADDITIONAL COST TO THE OWNER.
15. THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION
16. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE
PLANS. BOTH MUST BE APPROVED BY UNION COUNTY PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
17. CONTRACTOR WILL BE REQUIRED TO ADJUST MANHOLE FRAMES TO MATCH FINAL GRADE AT NO ADDITIONAL
COST.
18. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE
DISTURBANCE OF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS
ARE STABILIZED. SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE
SEDIMENTATION OF DOWNSTREAM AREAS. DEVICES SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
19. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON
"UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND "NORTH CAROLINA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BOTH CURRENT EDITIONS.
20. ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES.
21. EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY.
22. NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT.
PREPARED FOR:
KH WESLEY CHAPEL, LLC
8913 SILVER SPRINGS COURT
CHARLOTTE, NC 28215
23. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE
NOTED ON THE PLAN SHEETS AND/OR PROFILES.
24. ALL SEWER VALVES SHALL COMPLY WITH UCPW STANDARDS AND SPECIFICATIONS
25. ALL WATER VALVES SHALL COMPLY WITH UCPW STANDARDS AND SPECIFICATIONS
26. STORMWATER SYSTEM CONSTRUCTION AND ALL BRICKWORK MUST MEET NCDOT SPECIFICATIONS.
27. THE DESIGN OF THE PAVEMENT AND EARTHWORK MATERIALS, PROCEDURES AND METHODS SPECIFIED ARE
BASED ON THE CRITERIA AND RECOMMENDATIONS ESTABLISHED IN THE GEOTECHNICAL INVESTIGATION
REPORT PREPARED BY SUMMIT ENGINEERING. DATED MAY 17. 2019.
GENERAL INFORMATION
WATER LEGEND
DESCRIPTION
EXISTING
PROPOSED
WATER MAIN
to"W
10"W
SINGLE SERVICE LATERAL
- - - - - - - - - -
DOUBLE SERVICE LATERAL
>-
>- - - - - -
VALVE AND BOX
e
FIRE HYDRANT W/VALVE a BOXY
POST HYDRANT
I
REDUCER
;J
BACKFLOW PREVENTOR
CROSS
TEE
900 BEND - HORIZONTAL
450 BEND - HORIZONTAL
/
22 V BEND - HORIZONTAL
II Ac BEND - HORIZONTAL
BEND - VERTICAL
CAP
ENGINEER: THOMAS & HUTTON
1020 EUCLID AVENUE
CHARLOTTE, NC 28203
980-201-5505
SURVEYOR: METROLINA SURVEYORS
4400 N STUART ANDREW BLVD
CHARLOTTE, NC 28217
704-334-1325
COUNTY: UNION UTILITY: UNION COUNTY PUBLIC WORKS
TOWN: MONROE 500 N. MAIN STREET, SUITE 400
MONROE, NC 28112
ZONING: R-4 (CZ) 704-296-4210
SEWER LEGEND
DESCRIPTION
EXISTING
PROPOSED
GRAVITY PIPE
SS
SINGLE SERVICE LATERAL
DOUBLE SERVICE LATERAL
MANHOLE
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I
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I PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON
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JOB NO: J-27842.0002_
DATE: 01/06/21 _
DRAWN: KSC
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PHASE 2 BUILT UPON AREA
LOTS
NUMBER OF
LOTS
MAXIMUM IMPERVIOUS
AREA PER LOT (SF)
IMPERVIOUS
AREA (SF)
TOTAL (SF)
76
5,000
380,000
SIDEWALK (SF)
26,890
PAVEMENT/CURB & GUTTER (SF)
93,466
DRIVEWAYS (SF)
95,000
TOTAL (SF)
595,356
PROPOSED BUILT UPON AREA (AC.)
13.7
PHASE AREA ACRES
44.1
TOTAL SURFACE WATER AREA (AC.)
0.4
TOTAL PROJECT AREA (AC.)
44.1
EXISTING BUILT UPON AREA (SF)
0
UILT UPON AREA
31.1%
.} . :: SITE DATA
//___ " _ __ _ , _ _ _ l/ / '� \ ` HATCH LEGEND:
/ 4 _�: " _ _ _ _ '- µ I, y / \ )NI N i.17. t \ — 4 0 (. OANNE MAY/ f L `/I� ,... TAX PARCELS: 06-027-007, 06-009-008
J 1 _ _ _ _ _ / \ \\,.• ,/��„„,, // l �% JURISDICTION: UNION COUNTY
/,, r11, — — /: // EXISTING \\ ~ ..... .. _ ......- / (CD)
ZONING �� � ZONING R 4 � ::1 EDGE OF PAVEMENTPROPOSED Y
_�_ // ...../ ' _ J
l _ 1 _ _ // WET \\ `''°. % r r' / -.: �� OVERALL PHASE 2 AREA: t44.1 ACRES
�\
//
-1=a .1-I—� — PROPOSED LOTS: 76 STORMWATER
' , / y, " , _ � �,_ n " /"," / DETENTION \
I l�9 .:: i / \ C ���. 0( ,..5 i..��7i.�� s. J �I- - , s....l ......- \ DENSITY: 76/44.1 = 1.72 LOTS/ACRE
l _ \ -. ��OB Y I�lL��.�:> 1 E�\ —1-1-1— - - ��..�. �- —1-1— EASEMENTS
'y ''/ /'t i POND I LAME !\ YDZE r.�.�.�.',7 } 'I� 1- — —I—I— —I I. I—
/ _ _ _ (''° �,�L 1.... �7 y — �....-1 - ��, " ...r. INTERIOR LOTS +
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l /J \ / , .), ..) � `i 6 1 G � O \ t \ t ( . --j — � T MIN. LOT WIDTH REQUIRED: VARIES + + + + + + + + +
7� I V II V t \ i + + + + + + + + +
....
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/ / l .. ` // I I '' ..1 _ / SETBACKS: ," " _ _ - FEMA FLOODWAY f
/ � /1 " "/ - - - r 1 ° / /. I I � `�' MIN. FRONT SETBACK: 20'
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/ ✓' - / \ \ :: .:: I MIN. REAR YARD: 25'
N.'I INM�
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WET ����� MIN 30 OF FRDNTAGE ALONG THE SITE AS
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/ —1 - \ / / / •,,� / / I I / / \ DEVELOPMENT PROCESS WIL BE ABANDONED IN
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,/
/ -I i. \ \ r r \ \ / / ;,t / w ( / s \`,... KH WESLEY CHAPEL, LLC
=` ' LAWS AND RULES SUBMIT THE REVISED PLAN FOR
=..r-I=r- ,;•,,.•, / /``;;: ; I / \ �S :::...::.y CRAIG GRIMMER (LAND DEVELOPMENT
,.,,,,n / / / \� \ f- CONSIDERATION
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\ \ / \
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_ ::<2 f / -1- -1-1 // 112 / "� .. ",,,f / ::..,, \ / f.,4/ \ \\ �.... \ \': MATITHEW S KIKER, PE
QSPACE \ \ /, // � ,�/, / �
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/ 71 EMAIL: kilkerr m tandh com
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f3 £3
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f ,, EXISTING ,,
f =L-I -I / / „ \ e;,,,,""'^` „ ',, / :>7 2 / \ THIS PLAN IS BASED UPON SURVEY DATA:
...........................
/ -I- -I11 � ,r, / / „f / / { 7L METROLINA LAND SURVEYING INC
I I--86 " l / i~�,`,. °ALTA/NSPS SURVEY - 2 TRACTS ON POTTER
- -
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198 ��� � � �1 /,/ (l ..a / � ;, �, f l � 3 l l l `:�" / / 77 �. III I : ROAD" DATED 2/20/19
73 /
/ -1-1- -1-1--1-1-'i?fl.. \, C / /' `' / / ! I I \I1 1 _.... _.... 4 EX SITE INFORMATION
/� I
/ A // 197 V—I —I —IllI " "��" rr / / > / // / I I l` t OWNER:
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8913 SILVER SPRINGS
1 /� -I , . -1 / II(} /CHARLOTTE, NC 28215
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. -" ". _. _. _. _. _. _. -I "^„� _ / 75 // PDDSES 060270070 06 09008
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LIMITS OF DISTURBANCE: 36.13 ACRES
THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE
FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS):
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION
CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING
ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT
TO FINE.
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION
DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS.
CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
5. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH
EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF
EROSION CONTROL MEASURES.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY
STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS
SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF
AGRICULTURE AND NCDEO.
EROSION CONTROL NOTES: GENERAL NOTES I ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM 1. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN . .......... THE ZONING ADMINISTRATOR. STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 2 < . ..... .... . . . ............. OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL L
PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS STABILIZATION. SUBJECT TO A FINE. 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL BLANKET AND GRASSED BY HYDROSEED METHOD. 0
SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL . ........ . ......... ....... . ...... .. BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER d'. . . .......... . . .... AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM T— IIIITHE LAST LAND -DISTURBING ACTIVITY. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEO. IvtR I6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER 7,� THAN 10' REQUIRE ADEQUATE TERRACING. p er 7 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE 12 ACRE THAT WAS NOT PREVIOUSLY APPROVED.. ...... ... ... .. ... ... ...... ... ... ...... ... .. r EXISTING W
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PLAN SYMBOL
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SILT FENCE
FILTER RING INLET
PROTECTION
c
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CLEARING LIMITS
CL
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HATCH LEGEND:
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FEMA FLOODWAY
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
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SKIMMER PLAN NOTES `:...1.1\I` I I i I},,. .., ` / r r - 11 �J / / /// / / / / / ` / SKIMMER BASIN 02
I. AT SKIMMER POND 04 CONTROL STRUCTURE (CS), CORE A TEMPORARY SEPARATE HOLE INTO THE CS FOR THE SKIMMER 6-INCH HEADER
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
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.. LIMITS OF DISTURBANCE: 36.13 ACRES GENERAL NOTES " ...... \ . 1.11. , - ­ ,� .1, � "� I.,.,
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Ili FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): 6' ING ADMINISTRATOR. /"J, ��, �,-*/.. - I ,I '��:,��'�� .... . I/' I --f��, " , ­,� ,.,. .. 11 '. - "
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o I HE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE s 1. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM "' I TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN , "... ��
w STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS �:--
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�, 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION I TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. rl.:.�
.
IN l' �11% / �9"� ,
� 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. , OF THE COUNTY EROSION CONTROL ORDINANCE AND 13 SUBJECT TO A FINE. � 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT 13 NOT SUFFIC \�,_-:.., . .. . �_�..,_. I ,, ,,� v) � ".
I . y, - 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACH NAL , , �, � " 1. - " 11�, ,,,,,, "��', ", � " "I S.111 , 411 - I I, 1. �-_ \,\\ \ ", , \ ,�� :
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2. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEO EROSION 3. GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL ES FI .., I lel.,��' , \ " ( I -'I _� \,N� , 't� ., � ,
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CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO / PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS ,N STABILIZATION. / � .......... � ­__, ........ __'� � , _�_-.:�, , - , " \ . � 74-1 - L .- I
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.1 SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING / SUBJECT TO A FINE. 4. ALL SL OPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL �.41 - \,., , ,.-� ,­� -', I, ,:Z,­:�,."] " -, 11 I "' I - L Ud " ,",,�, ,,,�
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< ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL BLANKET AND GRASSED BY HYDROSEED METHOD. I I \N� \ ­1 �,m �1 -,, I " .�. 11 I -
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.1 / SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE ... h, ,,,. - - - - - - - - - I �� - ,�7� /,. ,,, ,� 11 \ ". � it - p\ , ,� �� j �* �rf �', 41 N 11 W\ \ \ 1��
/I ....... - - - ... ,,,,, \ . lilk � - - _.,_� ,,_ I - " �II
E TO FINE. �:X'I ... " �-. , \, � ­��77\ ".. " 1\11'.
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS / * ellplal '\ \\ ;I� , , � -I, `­­' j '�
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I DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS. SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM , \ , " I "I" 1i 1, ,�-, ( � .��, � / .... �\� I... ...
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. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES. THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL � ....... f, , I. � � � , I /' j ", -,r /-- z:;� 7�1,�
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� BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER 1; ... ......: - _.. \ , `1 , , .1 )
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4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL I . . ..... � . .......... _.... V;/) / " III, �\ � � I,\ ) . - ( ,_� .... Z" - , I ,�( I / - -- 1// 'Izz_ -, 11 �," - /,/ , , r I ,
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cil I / / 7�117 �' V, ,,,, I ............. �.-�­'.��_ �?�� :�e�."_ � I / / I I I
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� EROSION CONTROL DEVICES AND STRUCTURES. AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM '1� � �\7�' JF , ') ­`�A�" '�I J� i, , � � \�, ,,/ 1\ -,- _�.� I., � - C,�-
o FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH I THE LAST LAND -DISTURBING ACTIVITY. �_ .1 �'\ �';'? , _,�:� ..... ,
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EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF 1 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED 114, / , I il / - . . 11 I � � .....- , " ".. - \\� �'.­ "I %1 '.:)y/-' e
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EROSION CONTROL MEASURES. BY A REPRESENTATIVE OF NCDEQ. , � I ) ( / � - 05 ", / I _Ic�*-' �� _:,���',::.�- , �,�'��` "',
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1 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREA� � , 11 11,,,�. .. - I . .... -..- "",,',"3& \ I
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2 THAN 10' REQUIRE ADEQUATE TERRACING. �%/�f \ \ "\ � ". � - ,,,� - -, �, .1.�, ......
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EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY � , � '�,, ­�,��:-�­ - ... - - , , �,­-:,:,
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STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS � I lv�. ,,w�,/ /.� / �/ I , I'-- � : , 4/ / V/ I., "N" / -
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SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. I, �I%l , - �4�\,), I 71 - \ 11 (// �/' " ", , I 1�11li (1, ,
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: I" = 50'
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DATE: 01/06/21 _
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FILTER RING INLET
PROTECTION
SILT FENCE - HIGH
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SILT FENCE OUTLET
CLEARING LIMITS
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
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PART 11.1
SELF-1lNSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Seif -inspections are required du,riing, norma] business hours inaccardance with thetable
below, When, adverse weather or site condition5 would cause the safety of the Inspection
personnel to be in jeopardy, the inispection may be delaved until the next business day' on
which it is safe to, perfortin the Inspection. In addition, when a storm e'VLent of equai to or
greater than 1,0 inch occurs outside of normal bushriess hours, the self-iInspection shall be
perforrined upon 0he commencement ofthe next. buMness day. Anytime when inspections
were delayied shall be noted in the Inspection Record,
Inspect
Rain f
'I&J8 P.
rnjuntmned in
goud wprkiTq�
Wdor
Fr@que ncy
ldurfng normal
bug -
oady
Inspettlon recoM5 mum Jncludo�
Daily Y'dinfill] arnuum
It no dafly F,�n gVlLge abseevatium are madul during Week.e.,nd or
holwav Pi"riods, iind "o i0widwl day TiAir4alll infarmaliop ii�
avinIjble, rowrd tho cwnulauvt Vairl fol thr)54, lan-
attQnded days (anij Ihis MR dmeymine if a siUl impection is,
,,vrdvd�_ D,,y, - r,,� ­W.Il ,�,curmd -,hA be
"w'rq " I the porpikWe rnoy ,jw ;wolt,vT roir-monitpring d'em.c,
.ppr-.d by Ih. Diwi.u­
Of E&SC,
A7 heawt orcc p,er
1,
hteasurcm,
7 naljoida rdwo
2
,ind wrthir 24
NnIm of the person peirtorrinrnp tN, wspLct�on,
hn u r� of a rafn
4, Indica4on (9 wi Thp rnP;,imrr.n We're �Opvfaflnp
0V L'. M .1, 1, 0 W& I ri
properly
24 hours
5, tresurpUon of inafnicnance needs for the rnzasure,
.
6, Ve,,cri � ion� 4, idenre, and dave of cearect ve �icflfjns T401n,
. . . .. ................
i f, si�rQm n"'Veo­r Qr­
47' ioli ar,,c p_,(�r.
... .... ...... ... .......
of diKhargen, oijt�,rfl� inspocted.
d�s,chaiirgjc:
7 caln nda r daVs
2 Late aind time of th,r, impocnan,
(S[10�)
ind wiabir 24
3. N."ale ofttl�, pmwn pcdorrn�nr, the inspoetion,
hokim of 'r rain
1 4. Eyrcbom�o, ("14 indicwrtclf� 01, 5tiji rT1W,m,-r pothition ",lich,ps (14
Lvert ��, 1.0 inch in
siheen, i1ciating or quspended:wlik�q or discoloration,
24 hours,
5, lrdlc",A�Un 0� �Aslble SudirnLrit luawll�&, Lhe sltc�
6. U09CIFiJANCIP], CMIJOUKQ, 3hKI 4�0k' Qrr.orec� tivo attiom takem
i4j P L t 1 4 r i e I c r 0 f
Al C., a t 0 1 1 c C p c r
I if vpsibk s,,:,dmrr,_,nta1ior is fouridoutside s4tc I witi, thm a record
SAC
7 calfendavdayi�
0 th,e forlowing 5ball be, rnade�
and widiii, 2,1
1 I�UIUI116 LACP LO Lledll Up cx MablN.e U�e sei.Mnent Ure, ha!, leh
ho urs of a rai,n
II)c sac limilts,
r,Qem IJI In& 141
tre'srfirninn, evldmce' ane 'I'lle ofcorrea Veactions viken, xA
2.4 lriour.%
3,, An empUirauur, as to rhe jcnwi� trAen to control luit'We
(5) sfro�,.V& ot
Al hu.W OvCO pOr
fli r1ho qf wchland r,qi� vhjhk� �z�djrT141,U'001 or al
IN01110nds Orl.1114'r
7 r O�W,
Wrmp No ViiiInk, trabIrhtw from,01v
.1 H.qrte
and wiithir 24
the. . rec­� of the 4.11-irip h;.H b. -.4-
hour-, of a rair,
1. or"styinur)p, vwiderte and 4�alp� of OZ14
�)CmF,Abte�
ovent ,t 1,0 Ind,� 111
2. Pecords of tte requeod roryjrl� to The zippropriate thAsiari
Z4 hours
fteg�onal office per Part III, socsVirr C, 111chn (2)(a� of this peiiert
. ............................
.. . ...........
of
I I., ­_.­­­­1
j I] round
ATIrr mch pha�e
I The phase or grading (in&wHarrou of fwi6nifter E&SC
statilliza6ar,
of Krad'w�q
measurc,,s, clearing arid gribbVing, in%tallatian of.slorm
GQ'jT1Pk1,Ii,QV j i0r land dMwr4ing
pqrmanent
ground
2 that Ow. ir�njukrrj Fround �wbihzivicry
rneas,iJrr?5 kavp bc Qn pr rw,ded with w the requarmc',
hmpfn�,irnQ ar an a�-�urance that they will bQ pr�00F,-O a&
NOTE: The rain
inspection resets the required 7 calendar day inspection requirement.
NORTH CAROUNA
EnvironmentalQuality
...........
PART III
SELF -INSPECTION, RECOROKEEPING AND REPORTING
SECTION B� RECORDKELPING
1. E&SC Plan Documentation
The approved E&SC pian as wellas-any approved d'eviationshail be kept cin the, site, The
approved E&SC plan must be kept up-to-date, throughout the, coverage under this permit.
The fo0owing items pertain�ng to the E&SC plan shall be documented in the manner
describe&
Item to Document
Each E&5c, Measure has been �nsIafled
and doe,s not s�grrll'�cantjy deviate frorn the
locations, dlmens�cns and relative elewation-i
shown or) the approved E&SC Plan,
--,""I'll" ............... "I',"", ..............................................................
�k)� A phase of ig�ading has been cornpvted,
--,""I'll" ... ... ... ... ...
�C� Grouncf CoVe�r foLated and imstalled
in accordarrc with the approved 0.15C
Plan ,
(d) rhe nii�rikenance anci repar
rRquirements for alk F&SC Measures
have been performed.
..........................................................................................................................
(e) Corror.6ve actions have, lrepn talmn
to F&K Meaurfs,
Docurnentation Requlrerni
InRW and date each E&517, Meastire on a ropy
of the approved E&SC Mari or coniple.te, date
iind jign ar in.-spertion report that i1sts each
EVA5(-, Measure shown on the approvied F&SE
Plan. THs documentaGon is requirecl upon the
mitia I installation of the E&,SC Measures or if
the E&SC Measures are nriodifiLcl after irritial
ins1radation
iniibal aind date a copy of Vie app-aved
Plan or complete, date and si�gn an inspection
repwt to �ndjcate cornp*Uar of the,
construction phase.
Inrbal and date a copy of Vie approved E&SC
Plan or cornplote, dote and 5igr, an inspection
report to indicate. connipOance with approved
ground cover sper-ifcathins.
Cornplk,Ae_ date and s%fi art risr.wWon reparl
....................................................................................................................................................
inifial and dalro a rolpy of the approvorl F&SC
Plan ar cornpletp, date, and s�grr an inspeclJon
report to �rjdik:atr- the cornpletlar, of the
correctwip actlion,
2. Additional Documentation
In addition to the E&S�C plan documents above, the folllo,Mng ltemsslha0 be, kepk on the
site
a rid available for agency inspectors at all Unnes during riorrna� business hours, unless the
Division provides a site -specific exemption based on uniqtte site conditions that make this,
requirement not practical:
(a), Thisgenerai perroIt as well! as the cerfificateof coverage, after it �s received.
(b) Record's of inspectIons made during die previous 30 days- "The permitte,e shalf record
the required observations orr the Inspection Record Form provided by the Division or
a siniflar lirspectlon, form that Includes alli the required elements, Use of
electronically -available records in lieu of the required paper copies willl be allowe d if
shown to provide equal access and utlifty as the hard -copy records,
(c) All data u,sed to complete the Notice of Intent and o[der inspection records shaIll be
rnaintaIned for a period of three years after, project completion and ricade available
upon request. 140 CFR 122,411
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occunrences that must be reported
PermIttees shaIl report the foll1owing ciccurrences�
(a) Vis�b�esed�mentdepositio��,ii�t,iastreafT�orwetla�'id.
lb,) Oifspillsif�
• They are 25 gaiflons ormore,
• They are less'ffiarl 25 gallons b�ut cart not lbt� c1tarred tip within 2A hours,
• They cause sheen an surface water's (regardle,ss ofvolurne), of,
• They are within 1.00feet of surface waters (regardless of volume).
�a) Relleases of hazardours substances, in excess of reportable quaritities under Section 311.
of the, Clean Water, Act (Ref� 40 CPR 1103 and 40 UR 1,17,3) or5ectlorl, 1,0,2 of CERCLA
flke,C 40 CFR 302 .4) or G.S.. 143-215,85�
(b) Anticipated bypasses and unanfidipated bypasses.
jc) Noncoirripliance with the conditions of this permit that may endanger health or the
environment-
2. Reporting Timefrarnes and Other Requirements
After a permittee becomes aware of an occurrence that mUst be reported, he shalf contact
the appropriate Division regIonal office within the tifinefinames and in 1ccordance w101, the
other requirements listed below. OCCUrrences outside normal business hours may also be
reported to the Divivon's Emergency Response personnel at [phone], 1�800)
8S8-0368,or (919) 733-33010�
Mcurrence
Reporting Tinieframes (After- Discovery) and Other- Re4uhrements
�a) visibliesedAinent
-, W Ahin 24hours, an anil or electronIc. notification.
deposition in a
o, Within 7ralendar �days, a report that cantaine, a desrripfion of the
strearn or wiefland
sedimeint andxtiom token to address the cause o,f the depa5diori.
bivkion suiff may wiIve the rLquiremerrt for a written report an a
case,hy-r �ne bi�s�,..
If the, strearn is namod or) tho, NC_30,3j(iAjL1. as irnpaired for sedinnent-
reLited the pornrittep innny li�, requirrell to perlarm aridit onul
rnon�tDflinj?, in.,�pecficrns or apply rnoire stringent przictirt's if staff
determine that adddtoaal requirenvents, are needed ta, assure carnpliance
with the fv&rnl� ar stitte impaired waters ceinditions,
.......... . .... . .. ........
(b) Oil �pdls and
a, Within 24'hours, an oral or cectroniic notification. Thr- natificafllon
release of
shall kirlude kifori-notion about 0-re dale, tinne, nature, voliume arid
haLardous
lacabon, of, the spill or rele�ne,
substances per ftern
jc) Anticipated
* A report artea-st ten days belbre, the dareafthe bypass, iipossible.
bypasses 1140 UR
The repor'1 Otall mcludean evaluitron of Ow anucipated quality and
122,41jnit�3)j
elfec� of the bypasi,�
td� Unanticipated
- Within 24 hemrs, an DrDl or clertrciniic notification.
bypos%ps� 140 Ull
* Within 7,colendarrOayi, a report ihat Includes in evalturuon of the
122,41(rn , f(3)]
...C.j . ....... ......... . . . . ..... .................................
quality and eiftAct of: the bypas5.
. ............. . . . . . . . . ...... ........ . . . . . . . ........... . ... . ......... . ... .. .... . . . . . . .. ..................................................................................................................................................................................................
, Noncrimpliance
L
* Within 74 hours, an oral or eleftroni�c. notification.
w4h the cond$fionrs
6 Within 7cirlendar days, a report I.h N contains a descripfian or the
0� t1v � per rin i I th at
noncumplIanct-, and its �aubes; th;L per[(j,d of noncomphance,
n,ii�y endanger
including exact dates and fifne5, and if the noncompliance 11�,s not
firnith or the
beein corrected, the antIcIpated ninte noncorriphanct! I!; expected to
einvircAvirreM [40
conrinue; and �tep5 taken or pl��nned to reduce., efinninate, and
CF,,R 122,41 (1),f 7)]
prevent reoccurrence of the naricarnplik.-ince. f4o Crk 122 41 �1)(fi 1.
Division staff may waive the requirement, for a written report on a
rase by r""irse basis,
.......................................
GROUND STAOILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT,
Implementing the details and 5peciffcationson th�s plan sheet will result In the constructOn
activity being considered compliant with the Ground Stabilization and Material's Haridling
sccitions, of the NCG�01 Construction General permit (Sections E and F, rc,�ipectiveiy). The
permittee shall comply with the Erosiion artri Sediment Ciontroli plan approved by the
deleflated authorlity having juriscfiction, AR detalb and specifications showit, on this sheet
may not appIV clependIng cri site conditions arid the delegated authority haOrig juNsdiction.1
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timelframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter, slopes
(b) High Quality Water
7
None
(HQW� zones
(c) Slopes st(.Tper than
if slopes are 10' or less in length and are
3:1
7
notsteeper than 2A, 14 days are
allowed
-7 day$ for sopes greater than 50' in
length and Mth siopes steeper than, 4�1
-7 days for perimeter dikes, swales,
(d) Slope5 3�:1 to 4� 1
14
ditches, perimeter slopes and HQW
zones
-10 days for FaIls. Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with 0opes
ditches, perimeter slopes and HQW Zories
flatter than 4A
14
-101 days for Falls Lake Watershed unlless
there is, zero slope
Ncrte� After the permanent cessation of construction a0vities, any areas,with temporary
ground 51ablWation, shall be converted to permanent ground stabillization as soon a's
practicable but in no case, long,er than 90 calenclar daysafter the last land disturbing
activity. Temporary ground stabilization shal] be maintained in a manner to render the
surface stable against. accelerated er-051011 until permanent ground stabIlization is, achievE
GROUND STASKIZATION SPECIFICATION
Stabihze the ground sufficiently so that rain will not dislodge the swi. Use, One, of the
techniques in the table bulo,w�
TerripararyStabili n, Permanent Stabilization
a I efriporary grass,wed coverrid withstraw oi * Per nixie at gr mis se e ci cover @ d w i th straw or
caher windchps, and tackilwers, other mulches arid tackIfiers
0 Hychroseled4ig * Geotextile fabrics, such as per inanent soil
- ito lied ei o5io n C'Urltl 0� PTQdkI LtS W i Or 0 1 Ieinfomprrient inuitting,
WithOLIC temporary grass seed Hydroseecling
# Appropriatply applied s0dw w other nfukh 0, shrobs or other pr,�rrldrloliir phanting.5, covi'ned
Plastic sheeting Wi III tnulch
• Uniform arid evenly dilfirilinned &I ound covei,
Fmiff rcrent to restrain crosion,
• Strurtural methadssudia, comi-ete, asphalt or
iLtdinVifr, Walk
* Rolled Pro -don fr(introl products with grm� seed
POLYACRYLAMIDES !LOCCULANTS
................. _%�_ect
=1 . o c c ti, I a' nts that are appropriate for the siofls being exposedduring
construction, selecting from the NC UWR Ust of Approved PAMS10accuiants,
2, Applyflocculants at or before the iin[ets to Erosion, arid Sediment Controf Measures.
1 Applyflocculants, at the concentrations specified in the NC DWR List of Approved
PAMSIF)occulants andl in accordance, with the manufacturer's instructions,
4. Provide pandingarea for containment of treated Stormwater before discharging
5,. Store floccullants in leaik-proof coritainersthat are kept under starrii res�stant cover
or sUrrounded by secondary containment StrUCtLires.
EQUIPMENT AND VEHICLE MAINTENANCE
1, Maintain vehicles and equIpment to prevent discharge of fluid�s,
2. provide df 1p pans under any stored QqU lipment.
3. Identify leaks and repair as soon as feas,ible, or remove leaking equipment fronithe
proj . ect.
4� Collect aU spent f1fuids, store in sepai ate 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. Briing used fuels, lutirkants, coolants, hydraulic; flUlds and other petroleum produtts
'to a recycling or disposal centL�r that hanffles these rnateriak,
LIVER,,BUILDING MATERIAL AND LAND CLEARING, WASTE
I . Never bury or burn wa,5te. Place, litter and debris in approved waste containers.
2� Provide. a suff cient number and size of'waste containers (e.g dumpster, trash
receplade) on site to contain constructionarid dorne5tIc wastes.
3, Locate waste containers a,t least 50 feet away from storm drain Inlets and surface
waters unless no other alterrt are reasonably avalliable,
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas arid does not drain directly to a storm drain, stream or wetland,
5. Cover waste containers at the end of Pach workday Lind before storm events or
provide seconclary containment. Repair or replace damaged waste containers.
6, Anchor all Ughtweight Items in waste containers duringtimes of' hiigh wrids
7� Empty waste containers as needed to prevent overflow, Clean up immediately If
contta4iers overflow.
8, Dispose wa,51le off -site at an approved dr,5po5al[ facility-
9. On business days, cllean up and dispose of waste In designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do, not dump paint and other liclisid waste into storm draIns, strearns, Or weflands.
2� Locate paint wa5hout5 at least 50 feet away from storm drain inlets and surface
water's unless, no other alternatives are reasonably availaNe.
3. Contain liqu,id Wastes Ina controlled area,.
4. Containment must be, labeled, sized and pl�aced appropriately for the rweds of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction site�s,
PORTABLE TOILETS
1 Install portable toilets on �evei ground,, at least 50 feet away from storm drains,
stre�ams of, wetlands unless there is no a kernative reasonably avaflabfe. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravO pad and surround,Mth sand! bags�
2, IP,rovIde staking or a ritchoring of portabi toilets during periods of high winds or in high
f oot traf f ic a reas .
3, Monitor portable toilets for �eaking and properly dispose of ainy leaked material,
Utilize a licensed sanItary waste hauler to remove leaking portable tofliets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
-material sto�ckpiile areas at least
5�10w�
5
locations on pWis. Locate earnIten
50 feet away from storm drain inlets, sediment basin:s, perimeter sediment controls
and surface waters unless it can be shown no, other alternatives are reasonably
avaiiable,L
2� protect stockpile with silt fence installed along too of slope with a minimum offset of
five feet frorn the toe ofstockpile,
3,. provide stablie stone access point when feasiNe.
4., Stabilize stockpile within the timeframes provfded on this sheet and In accordance
wIth the approved plan and any addirfonal reqtdrements. Soil stabRization is defined
as, vegetative, physicall or cherificM coverape techniques that wilf restrain accclerated
ero5ion. on disturbed soils, for temporary or pert"nanent controI needs.
N�,
?
NORD� f CAROLINA
Environmental Quality
.......................
DINSITE C'UNCRETE VASHOUT
STRUCIIJRE WITH LINER
T�0
'000
IT-
0,
0
P1I.W
K, =Tr*
ABDVE GPA%, ��UT STRUCTURE
CONCRETE, WASHOUTS
1� Do rrot disc�harge concrete or" cement slurry from the site.,
2� Dispose of, or recycle settled, hardened concrete resiclue ifif accordance with locai
arid state solid waste regulations and at an approved facility'.
3. Manage washout. fronn. mortar mixers in accordance with the above Item and in
addition p1lace the, rnixer and associated materials on, impervious barrier and wilthin
lot perimeter Ot fence.
4, install temporary concrete washouts peir local requlirerrients, where appficable, ff an
alternate nrethod or product is to be used, contzict youir approval authority for
review and approval. If local standard detaills, are not available, use one of the two
types of temporary' concrete washouts provided on this detafl.
S. Do nor use concrete washouts for clewateriing or storing defecrive curb or sidewalk
sections. Stormwater accurriulated within the washout may not be pumped into or
discharged to the storm diraIn 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 Hets and, suFface waters, unless It
it:arr be shown that no other allternatives are reasonably available. At a minimum,
instaIJ protection of storm drain IrVet(s) closest to the washout, whiHi coulld recefve
spills or overflow.
7. Locate washouts in an easily accessIble area, on level ground aind install a, stone
entrance pad in front of the washout, Addlitjanal� controls may be required by tfle
approving authority.
8, Ins�talll at least one sign directing concrete trucks, to, the washout within, the project
firnits. Post silgnage on'the washout Jisellf to identify this location.
9. Remove leavings rom t e was iout w e n at approx
overflow event 's. Replace the tarrip, sand bags or other temporary structural
components wheri no longer functionaL When utilizing alternative or proprietary
products, follow n-fanufacturer's Instructions.
10� At the comprietion of theconcrete work, rernove renna4iing leavings and diispose of
in an approved! disposall f�icitfity, Fill pit, if applicalAe, and stabilize any cl�sturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1, Store and apply herbicides, pesticides and roden6cides, in accordance with labef
rest60ons,
2, Store herbicides, pesti6des and rcrdentici�des in their orilMilnaf coflt�mers with the
label, which lists directions forruse, ingredients and first aid steps iin case of
accidentall poisoning,
1 Do not store herbicides, pesticides and rodenticides In are2s where flooding is
possible orwhere d iey may spill or leak into wells, stoninwater drains, ground water
or surface water. If a spill occurs, clean area immediately,
4, Do not 5tockpHe these materialis ansite.
HAZARDOUS AND, TOXIC WASTE
1. Create designated hazardous waste coil lectfo n areas on -site,
2. Place hazardous waste containers under cover or in secondary cent linment.
3. Do not store hazardous chern�cals, drUrnS or bagged materials directly on the grm, ind.
NCG;U"" I SELF- INSPECTION, RECIORIE)KEEPING AND REPORTING EFFECTIVE: O�4/01/191 NCU`01 "'ROUND STABILIZATION AND MATERI�IIALS HANDLING
FERTILIZER REQUIREMENTS.
N
TYPE OF
ANALYSIS
OR
SPECIES
YEAR
EQUIVALENT
RATE
TOP
DRESSING
N-P-K
RATE
1. COOL SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
lbs./ac. * I & 2
GRASSES
SECOND
6-12-12
1000lbs./ac.
-
MAINTENANCE
10-10-10
400 lbs./ac.
30
2. COOL SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
lbs./ac. * I
GRASSES AND
SECOND
0-10-10
1000lbs./ac.
-
LEGUMES
MAINTENANCE
0-10-10
400 ibs./ac.
-
3. GROUND COVERS
FIRST
10-10-10
1300lbs./ac. * 3
-
SECOND
10-10-10
1300lbs./ac. * 3
-
MAINTENANCE
10-10-10
1100 lbs./ac.
-
4. PINE SEEDLINGS
FIRST
20-10-5
ONE 21-GRAM
-
PELLET PER
SEEDLING PLACED
IN THE CLOSING
HOLE
5. SHRUB
FIRST
0-10-10
700lbs./ac.
-
LESPEDEZA
MAINTENANCE
0-10-10
700lbs./ac. * 4
6. TEMPORARY
FIRST
10-10-10
500lbs./ac.
30 lbs./ac. 5
COVER CROPS
SEEDED ALONE
7. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
lbs./ac. * 2 6
GRASSES
SECOND
6-12-12
800lbs./ac.
50-100
lbs./ac.
MAINTENANCE
10-10-10
400 lbs./ac.
30 lbs./ac. * 2
8. WARM SEASON
FIRST
6-12-12
1500lbs./ac.
50-100
lbs./ac. * 6
GRASSES AND
SECOND
0-10-10
1000lbs./ac.
LEGUMES
MAINTENANCE
0-10-10
400 lbs./ac.
* I APPLYIN SPRING FOLLOUING SEEDING.
* 2 APPL YIN SPLITAPPLICA TIONS WHEN HIGH RA TES ARE USED.
* 3 APPLY IN 3 SPLITAPPLICA TIONS.
* 4 APPLY MHEN PLANTS ARE PRUNED.
* 5APPL Y TO GRA SS SPECIES ONLY
*6APPLYWHENPLANTS GROWTOA HEIGHT OF 2 T041NCHES.
NOTE: SPRFADAGRICULTURAL LIMESTONE EVENLY OVERALL SEEDEDAREASATA RATE OF
OF 1. 5 TONSIA CRE.
SEEDING RATES
FOR TEMPORARY & PERMANENT
COVER.
RATE PER ACRE
RATE PER ACRE
MONTH
TEMPORARY
PERMANENT
COVER
COVER
SEEDED ADDED
SEEDED
ADDED
ALONE
TO MIX
ALONE
TO MIX
*LESPEDEZA, ANNUAL
40 lbs.
10 lbs.
* BAHIA, PENSACOLA
60 lbs.
30 lbs.
JANUARY
* RYE
3 bu.
.5 b u.
BERMUDA, UNHULLED
10 lbs.
6 lbs.
* RYE GRASS, ANNUAL
40 lbs.
CENTIPEDE, SOD
-
*WHEAT
3 bu.
.5 b u.
LESPEDEZA, SERICEA
1
75 lbs.
-
LESPEDEZA, ANNUAL
40 lbs.
10 lbs.
* BAHIA, PENSACOLA
60 lbs.
30 lbs.
* RYE
3 bu.
bu.
CENTIPEDE, SOD
1
-
-
FEBRUARY
* RYE GRASS, ANNUAL
40 lbs.
.5 -
LESPEDEZA, SEDICEA
2
75 lbs.
* LESPEDEZA, SEDICEA
75 lbs.
-
*LESPEDEZA, ANNUAL
40 lbs.
10 lbs.
BAHIA, PENSACOLA
60 lbs.
30 lbs.
* RYE GRASS, ANNUAL
40 lbs.
-
BERMUDA, UNHULLED
10 lbs.
6 lbs.
MARCH
*SUDAN GRASS
60 lbs.
-
CENTIPEDE, SOD
1
-
* LESPEDEZA, SEDICEA
75 lbs.
I
LESPEDEZA, SEDICEA
2
75 lbs.
-
BAHIA, PENSACOLA
60 lbs.
30 lbs.
MILLET, BROWN TOP
40 lbs.
10 lbs.
BERMUDA, UNHULLED
10 lbs.
6 lbs.
APRIL
MILLET, PEARL
50 lbs.
CENTIPEDE, SOD
1
-
LESPEDEZA, SEDICEA
75 lbs.
SUDAN GRASS
60 lbs.
LESPEDEZA, SEDICEA
2
75 lbs.
-
BAHIA, PENSACOLA
60 lbs.
30 lbs.
MILLET, BROWN TOP
40 lbs.
10 lbs.
BERMUDA, UNHULLED
10 lbs.
6 lbs.
MAY
MILLET, PEARL
50 lbs.
CENTIPEDE, SOD
-
LESPEDEZA, SEDICEA
1
75 lbs.
SUDAN GRASS
60 lbs.
LESPEDEZA, SEDICEA
2
75 lbs.
-
BAHIA, PENSACOLA
60 lbs.
30 lbs.
MILLET, BROWN TOP
40 lbs.
10 lbs.
* BERMUDA,UNHULLED
1
10 lbs.
6 lbs.
JUNE
MILLET, PEARL
50 lbs.
-
* LESPEDEZA, SEDICEA
75 lbs.
SUDAN GRASS
60 lbs.
-
* LESPEDEZA, SEDICEA
2
75 lbs.
-
MILLET, BROWN TOP
40 lbs.
10 lbs.
* BAHIA, PENSACOLA
60 lbs.
30 lbs.
JULY
MILLET, PEARL
50 lbs.
-
* LESPEDEZA, SEDICEA
1
75 lbs.
-
SUDAN GRASS
60 lbs.
-
AUGUST
* MILLET, PEARL
50 lbs.
-
* BAHIA, PENSACOLA
60 lbs.
30 lbs.
* RYE GRASS, ANNUAL
40 lbs.
-
* LESPEDEZA, SEDICEA
1
75 lbs.
-
*BARLEY
3 bu.
.5 b u.
* BAHIA, PENSACOLA
60 lbs.
30 lbs.
SEPTEMBER
• OATS
4 bu.
I bu.
LESPEDEZA, SEDICEA
1
75 lbs.
-
• RYE
3 bu.
.5 b u.
RYE GRASS, ANNUAL
40 lbs.
* WHEAT
3 bu.
.5 b u.
BARLEY
3 bu.
.5 b u.
BAHIA, PENSACOLA
60 lbs.
30 lbs.
OCTOBER
OATS
4 bu.
I bu.
LESPEDEZA, SEDICEA
1
75 lbs.
-
RYE
3 bu.
.5 b u.
RYE GRASS, ANNUAL
40 lbs.
WHEAT
3 bu.
.5 b u.
BARLEY
3 bu.
.5 b u.
BAHIA, PENSACOLA
60 lbs.
30 lbs.
NOVEMBER
OATS
4 bu.
I bu.
BERMUDA, UNHULLED
10 lbs.
6 lbs.
RYE
3 bu.
.5 b u.
CENTIPEDE, SOD
-
RYE GRASS, ANNUAL
40 lbs.
LESPEDEZA, SEDICEA
75 lbs.
-
WHEAT
3 bu.
.5 b u.
BARLEY
3 bu.
.5 b u.
BAHIA, PENSACOLA
60 lbs.
30 lbs.
DECEMBER
OATS
4 bu.
I bu.
BERMUDA, UNHULLED
10 lbs.
6 lbs.
RYE
3 bu.
.5 b u.
CENTIPEDE, SOD
-
RYE GRASS, ANNUAL
40 lbs.
LESPEDEZA, SEDICEA
75 lbs.
WHEAT
3 bu.
.5 b u.
NOTES
AL L PERM4 NENT G RA S S PLA NTING S SIM LL BE MUL CHED AND CRIMPED IN PLA CE OR PR 0 TE C TED
WITH ER OSION AL4 TTING TO ENS URE PR OPER S TABILIZ,4 TION (SL OPES 6:1 OR GPEA TER MUS T BE
PROTECTED WITHEROSIONALI(TTING)
* INDICA TES AL4RGINAL (B UT PERMISSIBLE) PLANTING DA TE
1. UNSCARIFIED
2. SCAR-IFIED
3. CENTIPEDE SOD CANBE USED AS PERM,4NENT COVER ANYTIME EXCEPTJUNE THRUOCTOBER
NO/
....
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PJOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: IVISK
771
APPROVED: IVISK
ISCALE: N/A
11111�EC3*1 I

. .. ......... ... .... /
ISOMETRIC VIEW
NOTES:
I SLOPE SURFACE SHALL BE FREE OF ROCKS
CLODS, STICKS AND GRASS MATS / BLANKETS
SHALL HAVE GOOD SOIL CONTACT
2 APPLY PERMANENT SEEDING BEFORE PLACING
BLANKETS
3 LAY BLANKETS LOOSELY AND STAKE OR STAPLE
TO MAINTAIN DIRECT CONTACT WITH THE SOIL
DO NOT STRETCH
4 BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROL
MATTING/BLANKET
5 ALL SLOPES 6:1 OR GREATER AND ALL SWALES SHALL BE
STABILIZED WITH MATTING/BLANKET
6 CONTRACTOR RESPONSIBLE FOR MAINTENANCE, REPAIR
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT
CONSTRUCTION
EROSION CONTROL MATTING
NOTE: MINIMUM DEP
EQUAL 2.25 TIMES
NOT TO SCALE
FINISHED GRADE
DOWNSTREAM APRON WIDTH
(La + PIPE DIAMETER)
r�ir� iirui
12" (TYP)
TUCK UNDER SOIL
12" MIN. TYPICAL
ONE LAYER OF FILTER FABRIC
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
RIP RAP TO TOP
OF SLOPE
RIP RAP OUTLET
STABILIZATION STRUCTURE
NOT TO SCALE
RR—OSS
4GE PIPE
RIP RAP
DRAINAGE PIPE
La
WASHED STONE
(8" TOP LAYER)
FILTER
FABRIC
1.25 LB./LINEAR FT. STEEL POSTS
FILTER FABRI
SO
6
BACKFILL TRENCH WITH
COMPACTED EARTH
HEAVY DUTY PLASTIC TIE
FOR STEEL POSTS
ROLL SOD IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL
SODDING -LAY SOD IN A STAGGERED PATTERN BUTT THE
STRIPS TIGHTLY AGAINST EACH OTHER DO NOT LEAVE SPACES AND
WATER TO A DEPTH OF 4" AS NEEDED WATER WELL AS SOON AS THE SOD IS LAID
DO NOT OVERLAP A SHARPENED MASON'S TROWEL IS A HANDY
TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES
MOW WHEN THE SOD IS ESTABLISHED - IN 2 - 3 WEEKS SET THE MOWER HIGH (2"-3")
SHOOTS OR GRASS BLADES -
BUTTING - ANGLED ENDS
GRASS SHOULD BE GREEN
USE EITHER FLAT -BOTTOM
BURY FABRIC
CORRECT CAUSED BY THE AUTOMATIC SOD
AND HEALTHY
ORV-BOTTOM TRENCH
CUTTER MUST BE MATCHED
CORRECTLY
\ THATCH - GRASS CLIPPINGS
SHOWN BELOW
/ AND DEAD LEAVES, UP TO I/2" THICK
' ROOT ZONE - SOIL AND ROOTS
SILT FENCE INSTALLATION
INCORRECT
SHOULD BE 1/2" TO 3/4" THICK, WITH
FILTER FABRIC
FILTER FABRIC
DENSE ROOT MAT FOR STRENGTH
SPECIFICATIONS
SOD INSTALLATION
COMPACTED
F-
COMPACTED
z
EARTH
?
EARTH
1
I IF FEASIBLE, SOD SHOULD NOT BE LAID IN EXCESSIVELY WET
5 AS SODDING IS COMPLETED, SOD SHOULD BE ROLLED OR TAMPED
z
Tt
OR DRY WEATHER
TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL
TI co N
RUNOFF
00 N
RUNOFF
��
2 DURING PERIODS OF HIGH TEMPERATURE, OR IF THE SOIL IS DRY,
6 AFTER ROLLING, SOD SHOULD BE IRRIGATED TO A DEPTH
_
THE SOIL SHOULD BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR
SUFFICIENT THAT THE UNDERSIDE OF THE SOD PAD AND THE
Z
—
Z
...—�...�...�.:--...-
TO LAYING THE SOD
SOIL 4" BELOW THE SOD IS THOROUGHLY WET
—
((_
—
_ ....—III :.
z
I ( ((�=
II
?
_ j
i�
3 THE FIRST ROW OF SOD SHOULD BE LAID IN A STRAIGHT LINE
ESTABLISHMENT AND MAINTENANCE OF SOD
_
co
?
WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING
= (
z
TIGHTLY AGAINST EACH OTHER JOINTS SHOULD BE STAGGERED
I DURING THE FIRST 3 - 4 WEEKS WATERING SHOULD BE PERFORMED
—
TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH AND TO
AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF
REDUCE THE CHANCE OF WASHOUTS UNDERNEATH THE SOD
AT LEAST 4 INCHES
_
FILTER
—
—
—
—
CARE SHOULD BE EXERCISED TO INSURE THAT SOD IS NOT
FABRIC
STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE
2 THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS
4-I4.
FILTER FABRIC
BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE
FIRMLY ROOTED, USUALLY 2 - 3 WEEK THE MOWER SHOULD BE SET
DRYING OF THE ROOTS SMALL GAPS OR VOIDS REMAINING AFTER
HIGH (2 -3 INCHES) FOR THE FIRST MOWING NO MORE THAN 1/3
THE SOD IS LAID SHOULD BE FILLED WITH TOPSOIL
OF THE SHOOT (GRASS LEAF) SHOULD BE REMOVED IN ANY
4 PLACEMENT SHOULD BEGIN AT THE LOWER END OF SLOPES
MOWING
FLAT -BOTTOM TRENCH
DETAIL
V-SHAPED TRENCH DETAIL
AND CHANNELS ON SLOPES 3:1 OR GREATER, OR WHEREVER
EROSION MAY BE A PROBLEM, SOD SHOULD BE SECURED BY
3 FERTILIZER SHOULD BE APPLIED, AS NECESSARY, TO OBTAIN AND
PEGGING OR OTHER APPROVED METHODS SOD SHOULD BE
MAINTAIN THE DESIRED GROWTH AND DENSITY LIME SHOULD BE
WHEN AND WHERE TO USE IT:
INSTALLED WITH THE LENGTH PERPENDICULAR TO THE SLOPE
ADDED, AS NEEDED, TO MAINTAIN PROPER pH SOIL SHOULD BE
SILT FENCE IS APPLICABLE IN AREAS:
(ON THE CONTOUR)
TESTED EVERY I - 2 YEARS TO DETERMINE FERTILIZER AND LIME
REQUIREMENTS
WHERE THE MAXIMUM SHEET OR OVERLAND
FLOW PATH LENGTH TO THE FENCE IS 100-FEET.
WHERE THE MAXIMUM SLOPE STEEPNESS
(NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2HA V.
SODDING DETAIL
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.
SECTION A -A
CLASS B EROSION
CONTROL STONE
w
F-
z
w
U
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
I. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER
FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9-INCHES BELOW NATURAL
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5-FT BEYOND THE DITCH BANKS TO KEEP
OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE
CHANNEL.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP
OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM,
CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM
IS STABLE.
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES
BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONES.
MAINTENANCE:
1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT
OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN WEIGHT
AND CROSS SECTION.
TEMPORARY GRAVEL CHECK DAM
NOT TO SCALE
2-FT. MIN. LEVEL BOTTOM
GRASS OR
F..
STABLE LINING
1.5-FT. MIN.
1-FT. MIN.
DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP
USE 48-INCH LONG STEEL POSTS THAT MEET THE FOLLOWING MINIMUM PHYSICAL REQUIREMENTS:
COMPOSED OF HIGH STRENGTH STEEL WITH MINIMUM YIELD STRENGTH OF 50,000 PSI.
HAVE A STANDARD "T" SECTION WITH A NOMINAL FACE WIDTH OF 1.38-INCHES AND NOMINAL "T" LENGTH OF 1.48-INCHES.
WEIGH 1.25 POUNDS PER FOOT (t 8%).
HAVE A SOIL STABILIZATION PLATE WITH A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES ATTACHED TO THE STEEL POSTS.
PAINTED WITH A WATER BASED BAKED ENAMEL PAINT.
USE STEEL POSTS WITH A MINIMUM LENGTH OF 4-FEET, WEIGHING 1.25 POUNDS PER LINEAR FOOT (t 8%) WITH PROJECTIONS TO
AID IN FASTENING THE FABRIC. EXCEPT WHEN HEAVY CLAY SOILS ARE PRESENT ON SITE, STEEL POSTS WILL HAVE A METAL SOIL
STABILIZATION PLATE WELDED NEAR THE BOTTOM SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH, THE PLATE WILL BE
BELOW THE GROUND LEVEL FOR ADDED STABILITY.
THE SOIL PLATES SHOULD HAVE THE FOLLOWING CHARACTERISTICS:
BE COMPOSED OF MINIMUM 15 GAUGE STEEL.
HAVE A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES.
GEOTEXTILE FILTER FABRIC:
FILTER FABRIC IS:
COMPOSED OF FIBERS CONSISTING OF LONG CHAIN SYNTHETIC POLYMERS COMPOSED OF AT LEAST 85% BY WEIGHT OF POLYOLEFINS,
POLYESTERS, OR POLYAMIDES.
FORMED INTO A NETWORK SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL STABILITY RELATIVE TO EACH OTHER.
FREE OF ANY TREATMENT OR COATING WHICH MIGHT ADVERSELY ALTER ITS PHYSICAL PROPERTIES AFTER INSTALLATION.
FREE OF DEFECTS OR FLAWS THAT SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR FILTERING PROPERTIES.
CUT TO A MINIMUM WIDTH OF 36 INCHES.
USE ONLY FABRIC APPEARING ON SCDOT APPROVAL SHEET #34 MEETING THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE
SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
INSTALLATION:
EXCAVATE A TRENCH APPROXIMATELY 6-INCHES WIDE AND 6-INCHES DEEP WHEN PLACING FABRIC BY HAND. PLACE 12-INCHES OF GEOTEXTILE
FABRIC INTO THE 6-INCH DEEP TRENCH, EXTENDING THE REMAINING 6-INCHES TOWARDS THE UPSLOPE SIDE OF THE TRENCH. BACKFILL THE
TRENCH WITH SOIL OR GRAVEL AND COMPACT. BURY 12-INCHES OF FABRIC INTO THE GROUND WHEN PNEUMATICALLY INSTALLING SILT FENCE WITH
A SLICING METHOD. PURCHASE FABRIC IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, WRAPPED THE FABRIC TOGETHER AT A SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST, WITH A 6-INCH MINIMUM OVERLAP.
INSTALL POSTS TO A MINIMUM DEPTH OF 24-INCHES. INSTALL POSTS A MINIMUM OF 1- TO 2- INCHES ABOVE THE FABRIC, WITH NO MORE THAN
3-FEET OF THE POST ABOVE THE GROUND. SPACE POSTS TO MAXIMUM 6-FEET CENTERS. ATTACH FABRIC TO WOOD POSTS USING STAPLES MADE
OF HEAVY-DUTY WIRE AT LEAST 1-1/2-INCH LONG, SPACED A MAXIMUM OF 6-INCHES APART. STAPLE A 2-INCH WIDE LATHE OVER THE FILTER FABRIC
TO SECURELY FASTEN IT TO THE UPSLOPE SIDE OF WOODEN POSTS. ATTACH FABRIC TO THE STEEL POSTS USING HEAVY-DUTY PLASTIC TIES
THAT ARE EVENLY SPACED AND PLACED IN A MANNER TO PREVENT SAGGING OR TEARING OF THE FABRIC. IN CALL CASES, TIES SHOULD BE
AFFIXED IN NO LESS THAN 4 PLACES. INSTALL THE FABRIC A MINIMUM OF 24-INCHES ABOVE THE GROUND. WHEN NECESSARY, THE HEIGHT OF
THE FENCE ABOVE GROUND MAYBE GREATER THAN 24-INCHES. IN TIDAL AREAS, EXTRA SILT FENCE HEIGHT MAYBE REQUIRED. THE POST HEIGHT
WILL BE TWICE THE EXPOSED POST HEIGHT. POST SPACING WILL REMAIN THE SAME AND EXTRA HEIGHT FABRIC WILL BE 4-, 5-, OR 6-FEET TALL.
LOCATE SILT FENCE CHECKS EVERY 100 FEET MAXIMUM AND AT LOW POINTS. INSTALL THE FENCE PERPENDICULAR TO THE DIRECTION OF FLOW AND
PLACE THE FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND
CLEANOUT.
INSPECTION AND MAINTENANCE:
CHECK FOR SEDIMENT BUILDUP AND FENCE INTEGRITY. CHECK WHERE RUNOFF HAS ERODED A CHANNEL BENEATH THE
FENCE, OR WHERE THE FENCE HAS SAGGED OR COLLAPSED BY FENCE OVERTOPPING. IF THE FENCE FABRIC TEARS, BEGINS TO
DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE SECTION OF FENCE IMMEDIATELY. REMOVE SEDIMENT ACCUMULATED
ALONG THE FENCE WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. REMOVE TRAPPED
SEDIMENT FROM THE SITE OR STABILIZE IT ON SITE. REMOVE SILT FENCE WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR
AFTER TEMPORARY BEST MANAGEMENT PRACTICES (BMPS) ARE NO LONGER NEEDED. PERMANENTLY STABILIZE DISTURBED AREAS RESULTING
FROM FENCE REMOVAL.
SILT FENCE
I Ii { L {-1
NOT TO SCALE
2:1 OR
FLATTER
2-FT. MIN.
-- SWALE SPACING = 100-FT., 200-FT., OR 300-FT., DEPENDING ON SLOPE
SECTION
INSTALLATION:
THE BOTTOM WIDTH SHOULD BE A MINIMUM OF 2-FEET, AND THE BOTTOM SHOULD BE LEVEL. THE DEPTH SHOULD BE A MINIMUM OF
1.5-FEET AND THE SIDE SLOPES SHOULD BE 2H:1V OR FLATTER. THE MAXIMUM GRADE SHALL BE 5%", WITH POSITIVE DRAINAGE TO A
SUITABLE OUTLET. SLOPES SHALL BE STABILIZED IMMEDIATELY USING VEGETATION, SOD, AND EROSION CONTROL BLANKETS OR TURF
REINFORCEMENT MATS TO PREVENT EROSION. THE UPSLOPE SIDE OF THE SWALE SHOULD PROVIDE POSITIVE DRAINAGE SO NO
EROSION OCCURS AT THE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. SEDIMENT -LADEN RUNOFF SHALL BE
DIRECTED TO A SEDIMENT TRAPPING FACILITY.
INSPECTION AND MAINTENANCE:
DAMAGE CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY.
a TDa TEMPORARY DIVERSION DITCH OR SWALE
NOT TO SCALE
TEMP. SEDIMENT
FENCE o,_,,,,
WIRE CLOTH
18" - 20" WASHED
#57 STONE
CONSTRUCTION SPECIFICATIONS:
I CONSTRUCT STONE OUTLET AT LOW POINT IN SILT FENCE
2 PROVIDE 8-FOOT BREAK IN SILT FENCE
3 PLACE 8-FEET OF WIRE CLOTH ACROSS OPENING WITH
ADDITIONAL STAKE PLACED IN THE CENTER OF THE
OPENING (AT 4-FEET)
4 PLACE 18" - 20" OF WASHED #57 STONE ACROSS
OPENING
STONE OUTLET
NOT TO SCALE
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: N/A
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SUPPORT ROPE
TO WIRE TO
PREVENT
SAGGING
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SUPPORT POST, 24" INTO
BOTTOM OR SIDE
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STAPLED OR TRENCHED
CONSTRUCTION SPECIFICATIONS: INTO BOTTOM OR SIDE
1. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP.
2. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP
OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
3. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT.
4. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
5. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER THE TOP WIRE. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE.
ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
6. THE BOTTOM SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 INCH EROSION CONTROL MATTING STAPLES.
7. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
8. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS, AND UNSTABLE SEDIMENT DEPOSITS, BRING THE
AREA TO GRADE, AND STABILIZE IT.
POROUS BAFFLE DETAIL
NOT TO SCALE
EMERGENCY SPILLWAY DETAIL
NOTE: IF EMERGENCY SPILLWAY IN FILL THE
DOWNSTREAM SLOPE TO BE ARMORED TO AND
BEYOND TOE
�IIIIII IIIIIII II((( �
`I I■li
RIP RAP, 4-INCH d50
NOTE: RIP -RAP THICKNESS MUST
BE 2.25 TIMES THE d50
GEOTEXTILE FABRIC
STONE SHALL TIE INTO
EMBANKMENT TO PREVE
WATER FROM CUTTING A
THE ROCK.
JL �.� CTl1 AIC
PLAN VIEW
3-
MIN
RIP RAP
HEADWALL
12" OF
#57 STONE
OR NCDOT #5 STONE
1_III III III��
ONE LAYER OF FILTER FABRIC
SHALL BE PLACED PRIOR TO -.
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
SECTION
NOTES:
I THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF
STONE HORSESHOE 18 INCHES BELOW GRADE
2 WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED FILL SEDIMENT
STORAGE AREA AND ESTABLISH FINAL GRADING ELEVATION COMPACT AREA
PROPERLY AND STABILIZE WITH GROUND COVER
ROCK PIPE
INLET PROTECTION
NOT TO SCALE
a \-O`N
F
� I
I �
SEDIMENT STORAGE
AREA
TOP OF BANK
IMPERMEABLE SEE PLAN
GEDTEXTILE I L_
FABRIC 3
/AY WIDTH 50' 5' SEE PLAN FOR
MIN WEIR LENGTH
SPILLWAY SECTION
PVC VENT PIPE
SCHEDULE 40 PVC PIPE
PVC END CAP
PVC TEE PVC PIPE ORIFICE PLATE
1/2 HOLES IN UNDERSIDE
FLEXIBLE HOSE PVC TEE
CONNECTED TO
PVC ORIFICE OF
OUTLET
STRUCTURE BOTTOM SURFACE
END VIEW
FRONT VIEW
SKIMMER DETAIL
NOT TO SCALE
POROUS BAFFLE
(SEE DETAIL)
I�
3
CONNECT (SEE PLAN FOR SIZE) FAIRCLOTH SKIMMER WITH
(SEE PLAN FOR SIZE) HEAD BY J W FAIRCLOTH & SON, INC
INSTALL PER MANUFACTURERS SPECIFICATION
3�
SEE PLAN
DITCH AND BURY
FABRIC EDGE
(MIN 12" OF FABRIC)
EARTH EMBANKMENT
SEE PLAN
4" SCH 40 PVC BARREL PIPE
NOTE:
I STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING
2 EARTHEN SPILLWAY SHALL BE CONSTRUCTED IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE
3 SKIMMER BASIN SHALL BE CONSTRUCTED AND INSTALLED PER SECTION 6 64 OF THE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
4 AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMENANTLY STABILIZED, REMOVE THE
STRUCTURE, SPILLWAY AND ALL UNSTABLE SEDIMENT FINE GRADE THE AREA TO ELEVATIONS OF THE DESIGN
PLANS AND STABILIZE IMMEDIATELY
TEMPORARY SKIMMER
SEDIMENT BASIN DETAIL
NOT TO SCALE
SPILLWAY WITH
IMPERMEABLE
GEDTEXTILE FABRIC
INSTALL I' LAYER OF CLASS B
RIP -RAP 5' BEYOND END OF
PIPE AND 7' IN WIDTH
SECTION
HOOD
DROP INL
WITH GRA
HARDWARE CLOTH
NTES,,,.
INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE .APPROVED BY THE CITY INSPECTORPRIOR
TO INSTALLATION.
3. 1•I1 TER DADS MAY ESE REMOVED WHEN SITE IS SrAI3W ED A "'rHE
DIRECTION OF THE ENGINEER.
4. RI TER BAGS aHAI..L DE REMOVED PRK)R TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
D. FILTER HAGS SHALL HE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TWE),
6, FILTER BAGS MAY BE INSTALLED IN EXIS71NG CITY' OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
ORATE n. k
F®' REBAR FOR
REMOVAL FROM
FILTER BPS DEFI.,EOTOR REWIRED WHEN vSED ON
EXISTING MAINTAINED STREETS.
CHUMP LOOPS DEFLECTOR SHALL FEE PLACED SUCH THAT
iT 'i+bRLL NOT COMPLETELY OBSTRUCT STORM
wA'rEF,' FLow ["ROM ENFERING VIA THE CURB
OPENINQ ENURE NO MORE THAN 25% Or
CURB OPENING IS OBSTRUCTED.
CA.TCII BAS,IN-- __
N f OUTLET
M.I...ALLAI...ION
NO I 1 C SCALE
#57 WASHED
STONE
TYP)
STEEL
POST
19 GAUGE HARDWARE
CLOTH (I/4" MESH
OPENINGS)
RUNOFF WATER NCDOT #5 OR
WITH SEDIMENT #57 WASHED
STONE
I <
I
I
'l
r] I A INI
4' MAX
as oD LJ a � 2
DROP INLET)
WITH GRATE SECTION
NOTE:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR
OVERLAND FLOWS (NOT EXCEEDING 0 5 CFS) ARE TYPICAL
INLETS IN PAVED AREAS - ONCE PAVED, PROTECT INLET USING A SILT SACK UNTIL THE CONTRIBUTING
DRAINAGE AREA IS PERMANENTLY STABILIZED SEE DETAIL ON SHEET C61
CONSTRUCTION SPECIFICATIONS
DROP INLET SEDIMENT FILTER
I UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET
2 DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART
3 SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM PLACING A 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED
4 PLACE LEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16"
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE
5 ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS
6 COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NOT TO SCALE
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: N/A
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GLOP °°
6-INCH MIN.
r � 4•..
AVERAGE STONE DIAMETER
OF 2 TO 3-INCHES
WITH A 6-INCH MINIMUM DEPTH
UNDERLINING NON -WOVEN GEOTEXTILE FABRIC
EDGES SHALL BE TAPERED OUT
TOWARDS ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
INSTALL A CULVERT PIPE ACROSS
THE ENTRANCE WHEN NEEDED TO
PROVIDE POSITIVE DRAINAGE.
DIVERT ALL SURFACE RUNOFF AND
DRAINAGE FROM THE STONE PAD
TO A SEDIMENT TRAP OR BASIN
OR OTHER SEDIMENT TRAPPING
STRUCTURE.
WHEN AND WHERE TO USE IT:
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND
MOVING DIRECTLY ONTO A PUBLIC ROAD.
IMPORTANT CONSIDERATIONS:
IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFFSITE
WASHDOWN FACILITIES SHALL BE REQUIRED AS DIRECTED BY SCDHEC AS NEEDED. WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED
WITH CRUSHED GRAVEL AND DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN. CONSTRUCTION ENTRANCES SHOULD BE USED IN
CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS TO REDUCE THE AMOUNT OF MUD PICKED UP BY VEHICLES.
INSTALLATION:
REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. DIVERT ALL SURFACE RUNOFF AND DRAINAGE
FROM STONES TO A SEDIMENT TRAP OR BASIN. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE. INSTALL A CULVERT
PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE. THE ENTRANCE SHALL CONSIST OF 1-INCH TO 3-INCH D50 STONE
PLACED AT A MINIMUM DEPTH OF 6-INCHES. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 24-FEET WIDE BY 100-FEET LONG, AND MAYBE
MODIFIED AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT TOWARDS THE ROAD
TO PREVENT TRACKING OF MUD AT THE EDGE OF THE ENTRANCE.
INSPECTION AND MAINTENANCE
CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING PERIODS OF WET WEATHER. MAINTENANCE
IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS. RESHAPE THE STONE PAD AS NEEDED FOR DRAINAGE AND RUNOFF
CONTROL. WASH OR REPLACE STONES AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE
ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF -SITE BY VEHICLES. FREQUENT WASHING WILL EXTEND THE USEFUL LIFE OF STONE.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD
ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
u
ROADWAY
CONCRETE WASHOUT DETAIL
NOT TO SCALE
STEE E L P()S",I°,:,S (Q1.JAIN wy VA
MASTIC' SLOPE DRAM RBI R"IE
(PRACTICE STANDARD 6_32)
0 R
GLQ`FE TILE LIN]N
TEMPORARY OR
BI"_R ANLN1 1) 11"F1
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CO,1R R°"I!6ER OAF F°I I S ......... e .... a_
(PRACTICE STANDARD 6,65) STOW PAD -�
PLAN VIEW' (below skinirn r),
TOP OF EMBANKMENT
MENT - •�
RISER STRUCTURE IF
TRASH RACK.-7, ):' THIN "
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TRENCH
1" DEER
RISER STRUCTURE
EMBANKMENT
STONF ENERGY
DISSIIPAi"OR
R".°. 'ILM GIB NCY SPILLWAY
hLW
OR ME'°A•L POST
­ EMERGE NCY SP I L I WA"'
..� ,.
PIPE
Feu 4�
ANII SkmRGR STABILIZED
COLLAR10 'd,,��R, FT
N' T .S,
STIC 1. SEED AND PLACE MATTING FOR, EROSION CONTROL ON INTERIORS AND EXTERIOR SIIDESLOPES,
2. INSI'All A MI�RM INIIUM OF , COM, FIBER RAFFLIES IN ACCORDANCE WIITH PRACTICESTANDARD D ES"
1 INSTALL SKIMMER AND tmOU LIN "I"„O RISER STRUCTURE TURE OR DIRECTLYANTO EMBANKMENT I FT,. FROM IBOTTOM OF BASRN,.
4,.. THE ARAM RIPE SHALL HAVE A MINIMUM LENGTH OF 61 FT, BETWEEN THE SKI R DER AND, COUPLING,,
I° k IX x 411" OAK POST
i BONDING STRIP
HIGH -VISIBILITY BARRIER FENCE
82 oz.isq, ydr PER ASTM-D3776
NOTE: THE RIPARIAN BUFFER BOUNDARIES CLOSEST TO
THE LAND DEVELOPMENT ACTIVITIES MUST BE CLEARLY
MARKED ON-STIE BY SAFETY FENCE PRIOR TO ANY LAND
DISTURBING ACTIVITIES THE SAFETY FENCE MUST REMAIN
IN PLACE DURING ALL LAND DEVELOPMENT AND
CONSTURCTION ACTIVITIES AND COMPLY WITH THE
STANDARDS OF THIS DETAIL
MAX'I2.0O.C.,
IN AREAS OF HIGH °�'�IND 01,
BLDVRIING SAND, DEDUCE
SPACING TO4,li' G.C,
PURPOSE
THE KGRNISGILITY BARRIER FENCE IS DESIGNED IN GRANGE
ORANGE IS DESIGNED FOR DELINEATION OF STREAM PROTECTION
ARID NATURAL AREA) ANDTO IDENTIFY AREAS CLOSED TOVEHICLE
ANWOR PEDESTRIAN TRAFFIC:.
MAIINTENAl
HIGH 411311 ILIY BARRIER FENCE SHALL BE INSP'EClED ONLY AND
ADJUSTED0R RESETAS NECESSARY FOR THE DUR:AT'ION OF THE
PROJECT,
SPE:DRCATIONS
550f A_"ET5P "SHALL SPEC7Y BARRIER FENCE USAGE REQUIREMENT
FOR OR ORANGE PLAIN WHEN ORDERING BARRIER FENCE
fflTHSTDOD 140G TESTING HOURS OF UV EXPOSUCRE, BEFORE
NOTICEABLE FADING OCCURRED,
IIGH III ILIT">r'" BARRIER IF FENCE
l
FABRIC MATERIAL. HIGH' L�ISIBILITY
Model B FO Ora mQr..m m...i ,..mC...
f `Na �• A.I�-:1�T Tn Cr III
SEDIMENT BASIN
NOT TO SCALE
DIKE,4' MIN
........................................
HOLD-DOWN STAK
PLASTIC
CORRUGATED
PIPE (SEE PLAN
FOR SIZE)
STABILIZ�
OUTLET NI
4' MIN
LEVEL
SECTION
NOT TiO SCABI_E
FLOW
PLAN VIEW
STANDARD T-SECTION
CONSTRUCTION SPECIFICATIONS
1 5' MIN
A COMMON FAILURE OF SLOPE DRAINS IS CAUSED BY WATER SATURATING THE SOIL
AND SEEPING ALONG THE PIPE THIS CREATES VOIDS FROM CONSOLIDATION AND
PIPING AND CAUSES WASHOUTS PROPER BACKFILLING AROUND AND UNDER THE
PIPE "HAUNCHES" WITH STABLE SOIL MATERIAL AND HAND COMPACTION IN 6-INCH
LIFTS TO ACHIEVE FIRM CONTACT BETWEEN THE PIPE AND THE SOIL AT ALL POINTS WILL
ELIMINATE THIS TYPE OF FAILURE
I PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL -COMPACTED FILL AT
LOCATIONS AND ELEVATIONS SHOWN ON THE PLANS
2 SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET
3 HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT
TO EXCEED 6-INCHES
4 ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM
DIMENSIONS OF 15 FT DEPTH, 4 FT TOP WIDTH, AND 3:1 SIDE SLOPES
5 ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT
6 ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED SECURELY FASTEN
THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO
MORE THAN 10-FEET APART
7 EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE AND ADEQUATELY PROTECT
THE OUTLET FROM EROSION
8 MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN I -FEET ABOVE THE
TOP OF THE PIPE AT EVERY POINT
9 IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION
MAINTENANCE
INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL
AND PROMPTLY MAKE NECESSARY REPAIRS WHEN THE PROTECTED AREA HAS BEEN
PERMANENTLY STABILIZED TEMPORARY MEASURES MAY BE REMOVED, MATERIALS
DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY
TEMPORARY SLOPE DRAIN
NOT TO SCALE
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
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I0 METERS WILL NOT BE SET IF WATER METER BOXES, SEWER (.., I \ / / / "`" / £..:')8 / 1 1
/ �\ / / /
CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE / / :':'. 1 1 \ - I N I 1 - - \ ` " r/ q / " / / �...... ) c ^
/ / ••a, / ,- // / / \
DAMAGED 0R IMPROPERLY POSITIONED I : - - - •" // % ;;"•","'' "z•, s / 1 E c... / \',,\ _
/ -/ I - - - / / ,., / f..t 7 7 /
...................
....
-\ ♦ \, / / / / ! l
.......... - -
II REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER !/ / \ �' - - - - \ `.. r ' / " / / / 7� 4 ` '''
r ! _::.:...:::......... // \ :.
AND SEWER EXTENSION POLICY AND TO UNION COUNTY WATER \ ! ::J: t- _ \ - - - - I> \ // "> "�;`••.. C f3F ! / / / / �,�
! / " /
SEWER EXTENSION ORDINANCES / L :_�'.:.: \ , 1\ - - - - - ( / / " ;; / ! / ! / ` \` '::::"~-
12 DEWATERING: THE CONTRACTOR AT ALL TIMES SHALL PROVIDE EX. MH ID 1650 - 1 , \ - 1 - - 1 - 1 - 1 ` "" i' :=> / ","~; ,,. / !/ / 8 / / "lam / 77
AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO / ::; .7: �I \ \ 1 - 1- 1 1\ \ I , *♦,l "`"•. C / // •",. ,,,,'',;:;;;: ;;::>;;"" '"........~. /`/ / / ✓ //1111',',{,�/
( HATCH LEGEND:
REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER „~~ I; 1 - � 1.:::...
" � /
\ 19 7 \ \ - - - - �I . ""` / / ' \ ;,,,,, `. ~ _ ..".t 1. 11 l
/ .. . I-1-I .....I -I -j r / / \ / /
ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND :i� �- / \ \ - - - - �- \I \ / /.... ;.,.,... ,..,. ,.;;;;, :::::::::.: ....... �.....,_.,_.... /
! s _ _ _ _ \ v vI _ _ _ _y _ _ = " /� % l l / �/ PROPOSED ROADWAY
I
KEEP ALL EXCAVATION UNTIL SUCH TINE THAT THE PIPE LAYING ::::..1. - �\ v �,� / / ;.. ;w,`,,,,,''^::::::::::::::::...............................~.-............-... / £...tq. ! ::: -.~. /
.,
AND GRADING IS COMPLETED AND STRUCTURES TO BE BUILT l ::: 'p_/ - A V A -
::t:% 199 MH 3 -I r / / �•,/ / EDGE OF PAVEMENT
�/ / \ / /.
............~:"�.,
THEREIN ARE COMPLETED N0 WATER SHALL BE ALLOWED TO / / �," / ��,. ...:.:.:..... ::::.........:::,....,...::' : ".-:::.:.- l ljl l ::1.............. r / ""::, ,, 7F> /
/ : ::: -I /-I / V \ -I -I y / /�
_ _ / 3 i
-
�,. .~. /
RISE AROUND THE PIPE UNTIL BACKFILL TRENCHES NOR SHALL IT / 1 - ♦ -I-I // / ��� ~~~ `" ~ ""'`..___::::::::�..... .~-�1)::. l4 / ;; / STORMWATER
„r / /~_ /
BE ALLOWED TO RISE OVER MASONRY UNTIL CONCRETE 0R / / :''::':': �I / ( \ / "-I i / // :',M•M, """ / / ......
- 1 196
..
..:......
/ -� ♦ ....................... EASEMENTS - - /
75
MORTAR HAS SET (MINIMUM OF 24 HOURS) ALL WATER PUMPED / / ::: I �- �- �-on=
mil \ \- I /, / 120 / / 1 / ..... _~. ,, l I l / """, "/ // /+
OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A / ;;;, 7 \ •.r / /, / -- �'__::... / / /"'`•,/
f
_ _ \ - / �I /
..1..::::::::: / -/ / POTENTIAL TREE
MANNER AS TO PREVENT SITUATION AND EROSION TO ADJACENT / ... 1 I 'I '"""' """"` ++++++++++++++++++
/ III - ` / + + + + + + + + PRESERVATION AREA
/ :.:.
C::::::::::::::::::::::::::::::.
PROPERTY OR OTHER CONSTRUCTION 16 VERIFICATION HAS BEEN ZOO - "" "`',,r `/ / / / / / / I "..- ':::"" ~. //// //'/`,( +*
/ ::.: - - izz MADE BY THOMAS & HUTTON ENGINEERING THAT UNIT IS CAPABLE : ':.: - 1 I - , `... " /
.... ......:
:..... /
/ ' til- - - �,_ \ i I95 I - ". // / / ILA / / t,........ / /OF HAVING GRAVITY SEWER SERVICE TO THE PROPOSED SEWER / / -- ( mac. s s,.<r \. "/ ( /q. !'~`-........''>....::::::::::::.::::.::...... VJ / / FEMA FLOODWAY
MAIN / / _ _ _ _ �I 1 __ AI �. l l l l /
::..�: * 1 _ _ _ _ -1 � t - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - / / , I2"i) / /�/ /t/ t.. .. � 4 / /
-...
;,..
13 FOR PARCELS WITH EXISTING STRUCTURES, CLEARLY IDENTIFY / \_ 1 2OI _ �/ -
PREVIOUS AND EXISTING WATER AND SEWER SERVICES WELL / / . -- �I \ \ ) i I I .... I - - �- -- -�- -�- -�- -�- -�- -�- VI- ♦ _ /II/ l / �/ t,...............•......... ....�;. ��
% __
( / / �::::: \ 1 194 I / v .~ l7 /` l� 1�7 / ! l`! 1, ....t `��� FEMA FLOODPLAIN
SEPTIC, OR COUNTY WATER/SERWER) ON PLANS IF WATER / :; ` ` ` -- ��� ��� E� �
-- I - \'~~ (mot I`` _ �T
ANR/OR SEPTIC ARE EXISTING, THEN COPY TRACT / / ::% -_ I / - TI-I - - - �-I /~.. ,/ �/ ( / ``
Y ,` ,"
c� I 202 / 11 rI I -I � / . J 1. lip/ llt/ "' l l l` ! �� `w`v - - - - - - 622.2
... ... 7
. . - - - _
CDLLEY(TRACICOLLEY@UNIONCOUNTYNC GOV) ON PLAN/REDLINES o, "" _ \ " �_ `~ `+,
TO NOTIFY MAKE NOTE THAT THE ENGINEER IS TO DIRECTLY / _ __ �I -� / / - - - - - - STREAM BUFFER
CONTACT TRACT CDLLEY 7D4-283-3717 WITH ENVIRONMENTAL I/ rl I I \ �\ \ ` .. /,/ /� 31 / 4"``,\
:.,
/-/
-
::._ _ _ _ _ _
( ) / �:: ::: _ / / I O 511.40 Lf 2.0" WM s \1 � " ~.. ....J / / \\
i ~ HEALTH FOR THEIR SEQUENCE OF EVENTS AND OTHER PERTINENT / ;; I / I (RED. To B.O..) ` - � - - - - - I f / /� �},., /11, \
INFORMATION - - _--...... _.. _...... _..... - I - - 1 - \..~._ /` /, \ m- - mW JURISDICTIONAL
I I I I - _ r� 19 2 I - - _ � - \ - -lam 11. ` .. ~.. -.:: „. / / \
\� "
14 THE WATER MAIN WILL BE RESTRAINT JOINT MINIMUM DIP 40 FEET % - -- I I -- I / -- - - - -- - WETLAND
h- V
_..... \... - - \ \
BEFORE AND AFTER TO EACH FITTING :♦'� /I-' - I I __ __ I, C \ -- -- - -� _ / >
15 ANY WELLS AND/OR ON WASTEWATER DISPOSAL SYSTEMS ., _ V II S I I 204 I Ii i r I I\- N"11, r / (• �. \\ UNDISTURBED
DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE /1v
I/ - 11 = I 191 I , i v - -% , I.."-- `` <" r \ \ BUFFER
ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA I-- -- I II I-,+. \
t- 189 188 _\, ",�/
LAWS AND RULES f'': I - I I FH ASSEMBLY�r- V� I 205 I I� 187 / \- - - - - - \ \- \ \, �,`\, \, ,,, \\ [\\�"\1"<'>"1'1\,,", r f/_1
�I I I 190 II MH 5 ' r 186 \I \``\ \ 1 \ " ( 34 j,,,,,r,;; ;,;,. VEGETATE
...
:... -'. ''' �r SETBACK
__ --
UTILITY SERVICE INFORMATION ' l I r 18 5 \= r \ \11
- I � ... I I 206 / 184 - 1 - I' 11 \ `\ `` \\ .. .
ESTIMATED DOMESTIC WATER CONSUMPTION - - - - - - - - X �..
/I - - - - - - - - ` �.
�\ \
400 GAL/DAY PER LOT CONNECTION MIN (AS STATED FOR DWELLING -' -- -- -- -- -- -- - _ -- - - I I __ __ I .I'— - ' / p ,' I - - J I /
UNITS PER NCDEQ STANDARD 15A NCACI8C 0 0409) - I/ �1 I , 183 (TEE
Lf 8" wM - \ - I ✓ C
- - - _ 1 i (TEE TO TEE) ^. - - -
3D,4D0 GAL/DAY V 207 ""' - . - 1 ,' /� �/ DEVELOP CONTACT:
:�
p '
t Q 1�72 ' \\ -LI �1��IyI-I�- �- E C A
TOTAL DOMESTIC DEMAND = 30,400 GAL/DAY �I r'l I __ ai MH 4 \ " CRAIG GRIMMER (LAND LC
�..
U) Wa � �
DEVELOPMENT MANAGER) .
i i i ,' 181 / \ \ `\, 704-39D-6455
IRRIGATION: - - - - - - - - - - - - - - - - - - - - �!, . I 208 E-� ~ 11 I � MH 7 "\ `, EMAIL: cgrimmer@kolter com
LOT DEMAND = ASSUMED 40 GAL/DAY PER LOT FOR TOTAL SITE v *�=__Q ` 168 I 167 1166 1165 1164 MH 6 p \\ 8913 SILVER SPRINGS COURT
DURING SUMMER MONTHS '• > i i ,`�� / ISO ,' CHARLOTTE, NC 28215
I i7C
= 3,040 GAL/DAY 1 I � 209 14 a (RED. TO B.O.)
I � 163 / 162 6'3, �9L j � \
- - - - , ENGINEER , \
FEMA FLOODWAY .)- I I F --.ti _L__ ,161 A�� '179 \ t THOMAS &HUTTON
COMMON OPEN SPACE DEMAND _ _ r- - - - - - - - - - - - - ��I G : � / �[p �j,� � \ MATTHEW S KIKER, PE
= 3,500 GAL/DAY TO ACCOMODATE PHASE 2 �- �- �- �- _ �- �- � \ I � . . . � _ . . . . . . . . . ' I60/ �d�114 -5999
210 "'
\I \1 ...
-� -� -� -� -� -� -� -� -� -� -� - -\ � __ -- - 1��` _\ \ 178 \ FUTURE EMAIL:2kiker m@tandh com
FIRE FLOW: - - - 1 159 �O� SMH 8 \ \ 1020 EUCLID AVENUE
� ' � ' \ / AMENITY CHARLOTTE, NC 28203
ASSUME 1,000 GPM AT 20 PSI FOR HYDRANT FIRE FLOW 2 FIRE - - - - - I / I I 211 '
HYDRANTS PROPOSED - - - - _ _ � - - - - - 1 I , . . . 1, 158 / \ 177 \ \ CENTER
" - - FEMA FLOODPLAIN -- , / ��/ ,"a �`
_......, , IJ, ... 5 q .
....
ESTIMATED SEWER CAPACITY: - - _ �� / 1 212 � j t / / \ / / I �!/ �/� q / i
-1 ��IIII..0111....1�,, / — MH 15 , 176 \ � `
r- 1 \ \ / EXISTING / ,/ /`\.
MIN 28D GALS/DU x 76 PLANNED UNITS t_, 5 6 / ��
1�1 -1 _ _.,:. _.....�, _ I � .,...................... f.::.......................-::.......................—:::J:: ._....._. / / /�i \ // / / q.1 /i/
= 21,280 GAL/DAY � 1 -�'
.................................I......................... _
. _ - - - - / ... 1.- ..........:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=:::::_� _... \ PHASE I / /
/ MH 9
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/ / .. - v _ _ _ - - - s, 17 \ \ /, q
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\
/ ! i I , f ;:::TF \ 15 2 ,
/ 1 - - - - - - - - - ' / \ 17 3 414```.
" `` ```
!�: - 1 - 1 /, , - FUTURE \\ / I.. `4`````,.,
/ / -1 I - I III \ \ MH I4 ````\ ````
/ f, / -,- - _ _ _ _ _ _ _ i r 1 1 ' I PHASEN 151 / / /
,, / :: 1-1-1- L... _ - I --- ... , 172 , i ,,/
I11
/ / t '.:4: - - I - I - �__ - - - - ' - - I I . _.. _- _ _ PHASE LINE (TYP) ( \ / � PHASE LINE (TYP)/ t:, - - --1-1-1-u-1 - / 171 169
/
­�
I
---
I I I ' 15 0 'c`"'
``"""
/ / +.: h.- /'.. �I V — // 111 FH ASSEMBLY......... . �jm��„,
I // / / I "
\\ I
\ / _....
�� r .r
r/ l I ..........~. ,
�` . i 3
': ':: . � I -1i - WET � 600.45 Lf B" WM
\--......... l,,r � � MH II (TEE TO CONNECTION)
/ - DETENTIONIII 3
, � / /
,
/ :::'::' - _ / POND 3 / J
- / .......... / .... .........._ ,.
UCPW NOTES: // /1. 11.
_. ,..
VERIFICATION HAS BEEN MADE BY THOMAS a HUTTON THAT EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER SERVICE TO ,/ / ///
THE CENTER OF THE LOT AT THE FRONT SETBACK // / / /
.................
ENGINEER VERIFIES DESIGN HAS BEEN BASED ON GROUND SURVEY /// / /
- DESIGN ENGINEER SHALL CONFIRM THAT THE WATER AND SEWER MAINS AS WELL AS SERVICE LINES, METER BOXES, FIRE / /
HYDRANT, WATER SERVICES, AND LATERALS WILL NOT BE IN CONFLICT WITH ANY PROPOSED UTILITY INSTALLATIONS,
LANDSCAPING AND/OR DRIVEWAYS ANY CONFLICTS SHALL BE AT THE DEVELOPER'S EXPENSE TO COORDINATE AND RESOLVE l�
AND COULD RESULT IN DELAY OF WATER METERS BEING SET / J
- ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES (STORMWATER, EROSION, TRESS, LANDSCAPING, ETC ) MUST BE
SHOWN AND IDENTIFIED BY REVISION # AND CLOUDING FAILURE TO DO SO WILL DELAY THE APPROVAL OF THIS PROJECT
- ONLY UCPW PERSONNEL WILL OPERATE THE ACTIVE VALVES WHICH INCLUDE THE TAPPING VALVE /
- ALL 2" GATE VALVES SHALL BE AWWA CII COMPLIANT I /
\
NOTES TO THE ENGINEER: %�".,,,,
,
- EXECUTE DOT ENCROACHMENT AT TIME OF PERMITTING TO AVOID DELAY ENGINEER TO SPECIFY ON THE PLANS WHO / /
MAINTAINS THE ROAD RIGHT OF WAY (TOWN, DEVELOPER, OR DOT) ANY WATER/SEWER WORK LOCATED WITH A NCDOT R/W
WILL REQUIRE 3 PARTY ENCROACHMENT (TOWN OWNED ROADS MAY REQUIRE ENCROACHMENT AS WELL) /
- PROVIDE TO US A COPY OF THE DRIVEWAY PERMIT PLANS IF DIFFERENT THAN THE ENGINEERING PLANS. i � .
- SEND A COPY OF PLANS TO GAS COMPANY IF WATER MAINS ARE PARALLEL TO EXISTING ROADS �...�\ \\
- ALL 3" OR LARGER GATE VALVE SHALL BE AWWA C500 AND C509 COMPLIANT. r,,-'�" \
" 11 y 11"""""", """""""".
- ALL AIR RELEASE VALVES SHALL BE AWWA C512 COMPLIANT
- ALL WATER AND SEWER TAPS, MATERIAL AND INSTALLATION TO BE BY THE DEVELOPER
11
,., ,,,,'
_.
I
- , /- I�.�. _.". -_.- ! - I - , / / / / ") r �...\ D ) E WE \\ I A ,, ......- I .. .... .... ... . "... )� \ V /
UTILITY NOTES C V 1 i ... _.- _ E X. M H # 2 / . / , . 10 5 < < , . 1 O 4 \ \, \ \ �
OMM NITY NOTE.
::.
:�W
1 �:
", I WATER LINES SHALL BE BURIED AS SPECIFIED IN UNION COUNTY - Is, _�, -j -"._ _ t t �A///E r ) E� t- Q .....� `(_ 9 7 t " (...., 381 "..)., \
a STANDARD SPECIFICATIONS AND DETAILS FOR ROADS, THIS COMMUNITY IS GATED WITH PRIVATE ROADS AND RIGHT /-14 1 _.- 1 - I - 1 -- __ _ � I / rr .-•, ,-• f } \� \\ -,,1.� .�
N STRUCTURES AND UTILITIES (LATEST EDITION) WATER MAINS OF WAYS UCPW HAVE THE RIGHT AND PRIVILEGE TO ENTER - _. ., -- _.- ( .. �L) �� J `r ((.� �� , -' -\ `` I
a SHALL NOT BE PLACED UNDER BUILDINGS OR STRUCTURES /1 ) (}P ;: - - '' "~ �/ \ \ \ /4
_.
UPON R/W FOR PURPOSES OF EXCAVATING CONSTRUCTING, � \ \ /
_.-
_..
- -
/ l�l _.. �. ........./ r, .-..... - -, I
EXCEPT TO SUPPLY A SPRINKLER SYSTEM. THE MINIMUM COVER '" /I � � I �� � -._ i I/"/
�..,„ "�~•.��� ""' `�. ``�' \ / -- t '� �%'
INSTALLING, INSPECTING, MAINTAINING, REPAIRING, I - 1, -`�`�� I- `":: --. �'" '~ \ ` / C '"
N FOR WATER MAINS WITH AN 8" DIAMETER OR LESS IS 30 INCHES / _ , o/V I _ "-� / \ IO3 / //I- 1-I-I-,�,,..... / /... V /IF THE MAIN EXCEEDS A 12 INCH DIAMETER, THE REQUIRED COVER REPLACING, IMPROVING, MAKING ALTERATIONS, AND I _ / tt - - II I ' I II "'::. , " \ \ \ / / / 96 `` } / / I
'n -I- -I - / , 7 i \ /
IS 36 INCHES OPERATING IN, UPON, ACROSS, UNDER, AND THROUGH THE - I / "� / � - - I / / I / } / } / 1
I .,
- 2 WATER MAINS SHALL BE PLACED NO CLOSER THAN 4 FEET FROM / 1 I 1 - - 1 - I(�//,
) \ -'',, ` \/ / `` � / / ` \ I
LAND IN A PROPER MANNER, A SANITARY SEWAGE / - - I 106 \ � .- /` ^'1• \ ` /,
THE BACK OF CURB TOWARD THE STREET (4' PROPOSED) I I I - I - 1 - ( \ \ \� i / // }q. I
COLLECTION/OUTFALL LINE AND WATER DISTRIBUTION LINE, / - I I - I \ I � ,- t� " / -.� �" �� \ I EXISTING WET
,::,,."
3 WATER MAINS SHALL BE LOCATED AT LEAST 10 FEET LATERALLY I ;'"- I - I ..... I - I \ \\ ,,, ; , \ \ \ ,- .r,, / `"•, / , \ DETENTI0N
2FROM EXISTING AND PROPOSED SANITARY SEWERS 4 WHERE IT IS TOGETHER WITH THE RIGHT TO TRANSPORT WATER SEWAGE / I - - - \ �r \
a .-
1.
...-
NECESSARY FOR WATER MAINS TO CROSS OVER SEWER MAINS, _ / -
::�::�.•,`4• POND 2
THROUGH THE SAME, TOGETHER WITH RIGHT 0-TO INSTALL \ I - I - I - I - \.''•' -' ` \ \ \ ,,-',`r \ '"•',• " 7`"••"• / r�,::::::::::::::::'".,".� ••'"" .� \ ' '.-�' I
VERTICAL 18" CLEARANCE IS REQUIRED 5 EXISTING WATER / I I I - I I - 1\ (} ( \ \ ! !/ \ \LY' r " I
N LINE, TAPS, APPLIANCES, MANHOLES, AND OTHER \ - - C
- SERVICES THAT WILL NOT BE UTILIZED MUST BE TERMINATED AT I I _ _ _ I _ \ c n \ ,,,. -\ \ \ \ IC)I , <, ""•";" ) { .. ... I , I
APPARATUS PERTAINING TO CONSTRUCTING AND / \ lJ J \ ' ''
r THE MAIN AND REMOVED AT CORP STOP I - - - \ \ \ // / 8 "` ,,,11 I` ( 1
4 VALVES SHALL BE INSTALLED ON ALL BRANCHES FROM FEEDER MAINTAINING THE LINE \\ ! i'J \ \ \ \\ \ / • �/ "•(,";";,.. �... / !t / I I k,
MAINS AND BETWEEN MAINS AND HYDRANTS AS FOLLOWS: I I \ - I - I I = \ \� 108 f r \ \ ." \ /•' "`"`" / / ("�
„ 41 TWO (2) VALVES AT TEE INTERSECTIONS MH 1 \ \ \ \ / ` 9 / :...".......... """`( 93 I >
\ PHASE LINE (TYP) / `, / '"'-- ""' I /
5 PRIVATE WATER SYSTEMS MUST HAVE SUFFICIENT VALVE tt / 1 - - \ \ \ , r Y,I. ) I
/
PLACEMENT AND NUMBER SO THE PRIVATE SYSTEM CAN BE / :I. / / / I I - I I \ \ (J` \� / / �'•� / �.
ISOLATED FROM A PUBLIC WATER SYSTEM - - - - - \
- I - 1 - I I I I \ r✓ .� `` \ p"t�„`,,, `` ,,.,. " C? (J •",/ / / Cyr � I /
/ \ / •/ /
6 CONTACT THE ENGINEERING SERVICES DEPARTMENT /
r✓
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r�
CONSTRUCTION INSPECTION DIVISION AT 864-596-2838 FOR ALL ♦ , / /
''
���: A
WATER AND SEWER MAIN CONSTRUCTION ALSO, ALL WATER AND l - 0 t I - I - � ,/ / „,/ / / / ,31 / , / / / /4.,,
SEWER SERVICE TAPS, DRIVEWAY AND SIDEWALK INSPECTIONS, o:: I::'.: - W L \ - \ \ //'' EXISTING / / ` . / /11
STORM DRAINAGE AND ROADWAY IMPROVEMENTS 1': W \ \ / /
7 QUALITY OF WASTE TO BE DELIVERED TO UCPW'S SYSTEM FOR "." / - 1 � 3 / \ I - , , \ // PHASE I / /" (.}1. / 1 / /
TREATMENT DOMESTIC - I co I \ \ \ // /
"``"`;;
;;;,,
8 SEWER MAIN DESIGN MUST BE LESS THAN 14' DEEP (MAX COVER) ! f':':: -- I- 1 I Z I v I 1 \r r r, ( /
- Q _ \ ♦ /31.
/i ,
9 FIRE HYDRANT SHALL BE PLACED A MINIMUM DISTANCE OF 6 T,>•,
co
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FEET BACK OF CURB AND HAVE A CLEAR SPACE OF 3 FEET FROM h ✓ 3 /' / "" "` ," 'a,.....
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ANY PERMANENT STRUCTURES \ l :.*Z�'. 1� N I r -IAu A* 1\ "/, r
SUMMARY OF SEWER MAINS AND MANHOLES
SIZE
LENGTH (LF)
MATERIAL
8"
1493
PVC-SDR 26
8"
1648
PVC-SDR 35
8"
0
DIP
NUMBER OF MANHOLES
15
SUMMARY OF WATER MAINS, METERS AND FIRE HYDRANTS
SIZE
LENGTH (LF)
MATERIAL
2
517
PVC
2"
0
DIP
8"
2146
PVC
8"
188
DIP
NUMBER OF 3/4" DOMESTIC WATER METERS
76
NUMBER OF 15" DOMESTIC WATER METERS
0
NUMBER OF 3/4" C D S IRRIGATION WATER METERS
0
NUMBER OF I" C O S IRRIGATION WATER METERS
0
NUMBER OF FIRE HYDRANTS
2
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: I" = 100'
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
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III III 193 1I1 1I1 I. I
I I I I i UTILITY CROSSING ' 1
TYP. LIGHT POLE i ' FG ELEV: 581.46 1 I i SHEET . I
1 I I I (UNION POWER) 8 IN. WM TOP: 578.46 1 1 1 1
I _ ' 2" GV a3 2" BLOWOFF, �
I i 8 IN. WM BOT: 577.73
STORM TOP: 571.94 I 1 TO BE INSTALLED AT FINAL GRADE.
\ STAEACH I VALVE BOXES.
..............
1 168 I
STORM BOT: 570.02 I I I 8" X 8" -TEE 1 ` + 11 346.20 LF
CLEARANCE: 5.79 2„ REDUCER — — — 0 I 1 B.. WM — — — — — — — 8„ GV — — — — — — —
GV (RED. TO B.O.) — — —
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EACH IN VALVE BOXES I, I EASEMENT 1' 1 1 I' (TEE TO GV) 1 1 1 1 I I I I 1 I 1 I I I 1 1
TO BE INSTALLED I 11 11 I 1 1 1 1 1 I I I I I 1 I 1 1 i 1 1 1 1 111
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I I I I I 1 1 1 1 FG ELEV: 581.55 1 FG ELEV: 581.25
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1 STORM TOP: 571.95 I STORM TOP: 572.29 — L — — — — — — 1
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STORM BOT: 570.04 STORM BOT: 568.04
L — — — — — — J L — — — — — —CLEARANCE: 5.87 CLEARANCE: 5.23
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
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GRAPHIC SCALE
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181 / � / / / � � � ( )
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TILITY CROSSING \` 1 MH #5MH 6 I / / /
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: I" = 40'
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SDR 35 ®' Z,pO"
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� ®2 5 LF.......8 P
" AC -SDR 3 �p96 ............
/.� 108 LF 8" PVC - SDR 35
® 2.00%
620
615
595
5
HORIZONTAL SCALE: I"=40'
VERTICAL SCALE: 1"=4'
585
16+00 17+00 17+55.60
/
/
/
/
/
/
/
/
/
REMOVE EXISTING 2" GATE VALVE
/ / \ AND 2" BLOWOFF AND CONNECT
TO EXISTING 8" WATERMAIN. 1.37
.6 / /\
do
173
40
///54.00 LF V
8" GV / '8" DIP WM / I ' I \ \ \ \ , Q• / \ /� % ®.,,
152 a> / �,� / 1 , \ \ 5� ��
/ �/ \ g+ ; N, 8' X 8' TEE / / (GV TO GV) / I \ 169 o \ • \ 138 /
/ 17 2 / / \ \ \ ,,�► 5P /
/ /\ / 171 i I i MMH10 , 600.45 LF
\ \ /
/ ; \ TYP. LIGHT POLE / "DIWM
151 / / / / �; \ s$ \ \ (UNION POWER) / 8" WATER MAIN EPTO CONNECTION)
</
�oj / / 10.5 BOC (TE/ &/ <d \
��p - \ _ / a3' MIN. COVER \ \ \ MH 12 ��% �, \ \ \ �
139
0 ® / \ \
8" GV ~•\ —J I �_----- Asa PN9 \ '�� / \ \\\
Q
y \ \ \
O i
. .o \ ��l • 200%
R. /5' UTILITY `N
140FH ASSEMBLY — �' 188.72 LF 8SAN. ,rte. 50 W \ EASEMENT \
RCP — _ _ N86° 57 i \ a / %
A \
149 .17 LF / / �0l �p ° a . — — I 1 RAP
(TEE TO B.O.) \
\ \
/ \\ g� a �4. d s \�\ 141 \N \
10.5' BOC & 3' MIN COVER / / `� _ — — �°� ° \ \ \ \ `,
GV
40A0 LF 88"ti, or
\ TILITY CROSSING
6" DIP WM \vQ . /FG ELEV: 600.98GV TO GV \ \ .1y / 8 IN. WM TOP: 598.14
8 IN. WM BOT: 597.41 142 \\ \\\
STORM TOP: 591.08
STORM BOT: 589.16
8 GV / � �.i� // CLEARANCE: 6.33
I� II \ V A V
147 i 1 ICI II'I 144
/ /// 1 I i 146 1 1 145
/ / III 1 ` 11 \\ ` \,
/ /, / I' I I I I I I 1, GRAPHIC SCALE
J I I 1
- 2" GV & 2" BLOWOFF \ — — 1 1 I I 1 \' 1 — `
/ EACH IN VALVE BOXES. /
•r" k / TO BE INSTALLED — _
AT FINAL GRADE. J
' — I
L i
O� 040�40 L801 16C
�li( IN FEET )
nch = 40 �ft
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: AS NOTED
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10 1/
NOTE
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACEO
ARIDUND, EACH VALVE BOX
7 112
TOP
UNION COUNTY PUBd IC WORKS DEPARTMENT
UNION COUNTY N C.
112"
V
T-
1.
5 V211 =
6 3/4"
1 12"
cov[P
S T ANDAW-) DIE 1 4H-
VSFR' HS �F,,
PAINII COLORS
BO,DY FIRE HYDRANT RED - RUST -II EUM ENAMEL # 1210 FIRIF HYDRAN I RED
BONNET HIGH GLOSS WHII G E RUS I - OLEUM ENAMEJ # 2766
CARS.,- HIGH GLOSS; WHIFF PUS 1 -01, EUM ENAMEL # 2766
HYDRANTS TO BE SET AT
BURY EUGL OF R/W AT PROPERTY
TO BE SET Al CORNERS
EXIST GRADIE
LEVEL
6'' DUCTILE IRON' '- 6" MECH48CAL JOINT
ZCIA I E VALVE
R WITH
MEGAqUGS 14 GA STAINDARO BLUE COATED
/-COPPER TRACER WIRE
NO. 67
WASHED MECHANIICAL JON I
STONE ti "LOCKED"
HYDRANT FEE
CQ E:Lj
18"' 2" 6" \_A MINIMUM OF 6" OF CONCRE E
WR B[ PLACED UNDER I HE BASE
UNION COUNTY PUBLIC WORKS DEPARTMENT S TAND ARD DE T All IC —ALE
I T�
UNION COUNTY, N LFRE � IYDR"ANT NS)TALLAT�CIN
1-2-14
CONCRETE PAD,-\
UNION COUNTY PURL
LII WORKS DEPARTMENT
L
NVALVE BONSAILNON COUNTY N C'
0 A
CONCRETE PAD CONCRETE PAD, �
I I-11 � I� —_ I � I I
-LI LL1 I I
VALVE BOX VAB VE BOX
61, PVC PIPE 6" PVC PIPE
HYDRANT TEE
14 GAUGE STRANDED BLUE -��14 OAUCiE STRANDED BLUE
COATED COPPER TRACER WIRE COATED
2" CAST IRON HARCO ADAPTOR
2" CAST IRON HAR'CO ADAPTOR COATED COPPER TRACER WIRE
. ........ .....
. . ..........
a" OR 6" WA [ERM AIIN - '*-`-2" PVC 8" OR 6" WATERMAIN�l \- 2 P V C
454 LF DIP RFSTRAINT]i 2OF 2" BRASS NIPPLE \-2" THREADED VALVE F54 I DIP RESTRAINT) —70r 2" BRASS MPPLE \1.2" rHREAlDED VALVE
5X2 MJ PLUG / 6X2 MJ PLU15�
.......................................................................... ........... ... .. .......... ...... .. ............................................................................................................. ..................... ..... . .. ......................................................................................................... ......................................... ......... .............................................................................................................. ................................................... ................................................. . . . ............... . .......... ......... .... ...... .................................................................................................. .....................................
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIII SCALE, UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL I SCALE
UNION COUNTY, IN IN T.S. I N I I-
--ZA7F7 UNION COUNTY, N.0 E F X 2 '' RFDUCF D AGE. E.
8'' OR 6''X2'' REDUCER �� ln-Llil HYDRANT7 ill A
CONCRETE RING CRUM G EVEL
TERMINATE 1' BELOW VAI VE BOX
CROLMD LEVEI 2" ClAI.VANIZED
VALVE BOX 2" COLd"LING PIPE 2' -ONO
14 GAME STRANDED
BLUE COMED COPPER
TRACER WIRE — --------- PVPM6" TINGi
^" T-----------
2" WATER MAIN \___2' GALVANIZED PIPE
3' LON6 2" - 90" BEND
2" DATE VALVE -
MECHANICAL JOKIF
CONCREI E BLOMN15-
UNION COUN G Y PUBLIC WORKS DEPARTMENT
ANION COUNTY. N I
KNERAL 'NOI ES
SEE DETAIL 6A FOR METER BOX LID
2) BUM DER/PROPERTY OWNER TO INSTA[ L NIPPLE, VALVE
AND VALVE BOX! BEFORE METER WILL BE VT.
3d METER AND ERT BY UNION COUNTY @ PREVAILING RATE
51 ANDIARD DE 1 All
SCALE
S,
B L 0 W - 0 F F N bAI
ELECTRONCC RANG
TRANSMITTER VALVE BOX BY
BUILDiR/PR6PERTY OWNER
................................................. .. . ............................................................................................................ .............................
14 GAUGE STRANDED J L
BLUE COATED COPPER 8" to 10"
TRACER WIRE ANGLE VALVE
IWITH LOCK WINGSIt
EXPANSION
CONNEC I OR
1112" AMP METER
CLEARANCE'
112 ED
4L p
CHECK VALVE \—VALVE BY BUILDER/PROPERTY
OWNER
. . ........ .
TUIpINC [GNN[CTOR YOKE BRASS NIPPLE BY
BUII DER/PROPER T Y OWNER
STANDARD DETAII SCALE:
UNION COUNTY PUBI IC WORKS DEPARTMENT NI . S.
UNION COUNTY, Nk ME I ER INS I ALLA � ION FOR X" AND 1'' MEFERS 1�11111111 6
�77`,7
N-
4"
CONCRETE 1/2 DE STONE
PIPE DIA
ASS A C ASS B
NOTES
ALL CoNcRE rE - 3000 PSI
ALL S I ONE 7 IN C0,0 T NO 67
S FAN IA, DET All
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUN I Y, H C. N, I S,
NPE BEDDN'l DATE
11-17-06
[ABLE
221 QE EIRE PIPE
6"
81,
12' AND LARGER OE'ENGINEER
(ONCRETE RING CONCRETE RINIC bROUND LEVEL
TERMINAFIL I 3LLQW VAIL VE BOX
GROUND I EVIL f 2" CALVANZED
VALVE BOX — VALVE BOX 2" COUPLING PIPE 2' LONIG
�4 GAUGE 31 0 COATTO 2 BRASS NiPPLE —
COPPER TR, 6" PVC PIPE RESTING ON BFICK 6" PVC PIPE RESTING ON BRII(E
WATER MAIIIN ISLZE VARiESIl yTIJR LENGTH VAMES) 2' QAI VANIQED PIPE
ISEE TABLEII �6EE TABLE) VALVE 3' LONG 7" - 90' 20D —
GATF VALVE 2 GAIE
MECHANI(Afl)OW Mi PLUG MECHANICAL JQIIV
(SIZE VARIES UPON
WATERMAIN SIZE)
STANDARD DETAIL
SCALE
N � S)
U UNK)N LOLNTY, N r, MAINLINE FUTURE EXTENSON VVTH BLC)W-(JFF�10-{14-11
Tv,rF
NION C OUNI Y PUB LIE WORKS DLPAR f MINT A
04,125' SENSES
RECESS
IOP, VIEW
mL
Ulllffi CCUNB Y PUBLIC WORKS DEPAR I MEN 1
UNION COUNTY, N.0
BEITTEIM VIEW
SIDE WIDTH VIEW
0 0 0
9 625- —1
SIDE VIEW
—L 1— 1625"
15.25"
DEPTH 42"
-S-'—
METER BOX LID FOR X" AND 1" METERS DATE.
1. .16 A
D2/06/20
6RIAVFY EWER BFQDIN6 DETAIL
8"
NOTES
CAREFULLY COMPACTED
SELECT BACK FILL 'I FT.
USE DUCTILE IRON IF UNDER 3 FT DEEP
OR OVER 18 FT DEEP,
NO STONES LARGER THAN It 67 STONE
SHALL BE USED IN SLLLCT BACKFILL
LASS C
TAMP IN
6"-12 LIFI S
PVC C900
LAREFULLY COMPACTED
SDR, 1S 00 PSII
SE EC 1 BACK FILL I F 1
OR
ABOVE TOP OF NPE
SUL TILE IRON I -LASS
350
2' 4
FORCE MAIN
UNION COUNTY PUBLIC WORKS DEPARTMENT
51 ANDARD HE FAIL
S( AI E
UNION COUN FY, N
NIL�
A I E
EWER BFDD N D,
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: VISK
APPROVED:IVISK
jSCALE: " = 50'
C2.5
1
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NOIFS ESMT/R/W LINE—_ 4'' CLEAN nLJF EXTENSION
10 HE LOWERED AFTER
1 THE [LEAN -OUT SHALL BE ADJUSTED 10 GRADE CONNEC HON IQ BUIL BING PLUMBING
ANI) I HE POSI REMOVED BY THE PI UMBER UPON
CONNECTION TO THE TAP 4"x4"4' (MIW POST TO BE
2 PI UMKR SHAI L HAVE [HE CIP110IN 10 INSIAL L A ONE REMOVED AFTER, CONNECTION
PIECE 4" SCH 410 (OMBINA11ON WYE TO MINIM�ZE 24 CONCIR (v I T01 BUILDING PLUMBING
TRENCH DEPTH OR INSTAI I. THE SEWER SERvI(F MM PRIJTFEIN ISLE NDTE DI
LATERAI FROM YHE 4'' SIIJ8 OUT,
FINISHED FiRAIDE
3. Al I CONSIRIUC PION BY THE PLUMBER, EITHER OPTION I
OR OPTION 2, SHALL BE INSPECTED AND APPROVED
BY UNION COUN [Y PLUMBING INSPEC [OR UNDER A 777"
VALID PLUMBING PERMIT
4 CON T FIAT FOR OR UNION COILIN FY PUBLIC WORKS V' PVC FEMALE SCH 40 P 3 0'
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR W/SHC
WITH FITTINGS IF ADEQUATE GRADE EXISTS 40 PLU,G x MIN
LAIFRA1 ( ONNIE( FIONS 10 MANHOLIE,.�, MUST BE
CORED AND" BOOT INS IAIJLE4''
D� Vc
4" SCH 40 - 1/8 BEND, OPTIONAL 4" SCUD 40 C OMBINATU()N
SOLVENT WFI D CONNIFCT�Okl IlYN WYE TO BE INSTALLED
BY BUFFER'S PLUMBER TO BUILDINU 4" SCH 40 PVC NIPPLE, IF ADEQUATE GRADE EXISTS IL
6 BY PLUMBER
LENGTH VARIES DEPENDING ON
TO BUILDINE'S FLOOR OPTION 2
DEPTH OF SEWER MAIN TO \ I /��/ TO BLHLDING
ELEVATION �SFF NOTE 6EE NOTE 3I
MINIM17F ADDITIONAL BENDS BY PLUMBER
4" SCH 40 COMBINATION WYE OPTION 1
ISLE NOTE 3)
DIS 1 ANCE VARLIES
SD R 315 PVC 8x8x4 WY[
INSTALL ROTATED 45' FROM j
THE SPRING LINE IX, MIN SLOPE 12
'PIRM6 UNE Ar",
MID) L 4" SCH 40
GRAVIBY SEWER MAIN PVC CAP ON
(SEE SPEC TICA rIONSI 4" STUB OUT
UNION COLIN I Y PUBLIC WORKS DEPAR IMENT' STANDARD DETAIL DATE
UNION COUNTY, N,C 1 S�C '� —` '--EWER LATERAL
-1 114RAISED LETTERING
FCESSED ELJSHJ
Dik EIDLES,
14
A
0
14) V l 5 1 i IA
217 HOLES EVA 29 514'
(756mm) KILL CIRCI-L.
_FHCE P 0—
-3/V LETTEPS
(RECESLED F4USH)
NOT FS
AL L CAS TINGS T 0 BE FREE FROM SAND HOI1 ES. NO PL UG15INC) Al LOWED.
MA(L FINE ALI., CON I A( I SURE ACES BE I WEEN MING ANIC COVER,
3, PROVIDE TWO VENT HOLES IN COVER, Y' DIA TAPERED TO 'L.IJ$'' ON
REVERSE SIDE
4 MINIMUM WEIGHTS COVER - 120 LBS, RING - 190 LBS
5 ALL MANHOLE, RINGS OUT OF ROAD RIGHT OF WAY SHALL RE BOLTED
IN RO MANHOLE WO f ILL 5/8' DIAME I ER KWIK BOLT STUD ANCHOR SYS, HEM,
HILTI BRAND OR APPROVED EGUAL
BOTTOM VIEW
2 1 ]/4"
J,
1 112"
2 3/4"
2 1/8"' 03 3/4" 1/2"
4 �/4
3/8"
2' 9 1/14
ILl S FOUNDRY 669, VULCAN - 13WOR EOIJA1
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD OETA1
UI COUNTY, NC V E R RUI UJ � 19D
NOTE:
FOR CONCRE I E PAVEMENT SUBS I JUTE 3500 PSI
rONLRE TE CO MATCH EXIS N ING THICKNESS" FOR
1-2 ASPHAL T 4 " ABC _TONEFOR H BASE.
6"
I COLIN 9 Y PUBLH ' WORKS CHEPARI MEN]
UNION COUNTY, N I
259,513 r­ 3" 1- 19 OB
m
5" 32S Or
-----------------
- - - - - - - - - - - - -
COMPACTED FILL
6
u &O '— WASHED STONE/F1 CWABIE FILI
PIPE 0 P
5TAN DARD DE I'AH
PAVEMENT REPLAL EMENT
EXISTING
WATER MAIN
11HRUST BLOCKING DIP
TAPP�NIG SLEEVE
& VALVE
ENCASEMENT
10
PIP1 ION "A"
TIE II IN DUCTILE IRON DETAIL
NOTE.
OPTION "A" OR, "B" WILL BE REQdRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FffLD VERIFIED
EXISD
WATER Mt
RESTRAINT JOIN
PIPE FROM VALV
TO 54' PAST CASINI
DIP /
DIP WATER MA
THRUST BLOEKINHI
THREE COURSES OF
RADIE RINGS MAXIMUM
MAX,
IJ
SrRAIGH1 WALL OF MH
Tn BE LOCATED OVFR INLET
5' - T' FOR PIPES
OVER 18"
4' - 0" FOR PIPES
18" & SMALLER
PRECAST INVERTS ONLY
5" SCH 40 STEEL PIPE
WITH EPDXY COALING
RUST-OLEUM 9335, ABOVE GRADE
BELOW GRAOC - 9373 PRIMER
-------- f­
1/" MESH SCREEN
STAINLESS STEEL STAPS
2 FROM BASE
- 1C C
2 3/4" x 3" S,S. ANCHOR
31L 11 HER STRAP
2' x 2' x 2'
_L LON(RE IF ANCHOR
L
GENERAL NOTE
(1) 1 ROLL OF MASTIC AND A 6" EXTERNAL JOINTJSEAM WRAP INSTALLED ON EACH MANHOLE SECTION
0 MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS �NSTALLED AND ALL P�PES ARE CONNECTED, BUT BEFORE BACKFILLING, THE MANHOLE SHALL BE VACUUM TESTED
ALL PIPES ENTERING THE MANHOLE SHALL BE PLUH3GED 00 BRACED THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR ANDS EQUIPMENT NECESSARY TO PERFORM
THE TESTING A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF IG INCHES OF MERCURY, THE PUMP SHALL
BF S TOPPED AND THE TIME SHALL BE MEASURED FOR THE VACUUM 10 DROP 10 9 MI -HIES FAILURE OF TELL ZEST SHAI t BE ANY AM01JN I OF FRME LESS Y IIAN [HE FOU OWMG
4 `O, NAME TER MANI C)LE 60 SE(ONUS
�F, T DOAMETER MANHOLE 75 SECONDS
6 1 0 AMETER NANH11011 E 9C SCC.ONHS
7 FT DIAMETER, MANHOLE a 105 SECONDS
8 FT DIAMETER MANHOLE IM SECONDS
W FT. COAMETER MANHOLE 'ISO SECONDS
UPON HESi FAILURE, 11HE CONIIRAIIOR SHAII I REPAIR ALI LAKS AND REIESI ILLE MANHOLE UNTIL THE ILSI HAS PASSED,
UNION COUNTY PtJBLIL WORKS DEPARTMENT SCALE
N F S
UNION CO:UN FY N C. DATE
MAN� IOLE 7 4111 10
I NO PLPE SHALL BE SUPPORTED B'r' Bl I 1
2. EIND SEC11ONS 'E'S') IHAIwl 4' MAY BE
VPIAJA, �HICIKI-Ir SS TABLE UNI.ESS OIFfli :,'1'WISE CIN PLAN.
4 MA.",,,0N1'Y ".';EAL A END` x. 4" WFFP H(fl'jr AT I W r N
5, ALL FIRESSURE, PIPE"S N, HAVE TRA("E4GIvVIRCI NALL ASING BORE II
SPIDER 1UIIFIDRT AND SPACER AVAILABLE
FROM SP@ER, MANWAT FURROT'j, VR, hSTAI I
PER UNN)N COW4 TY INSPECI OR AND PER
CILINTRACTIOR RESPC)NSIBLE FOR
HNSPl"C'f INC, MATE'Rl ALS AIL, II WELDS
TO LNSLIRr YLL ",PAPER,, WILL
FUNCTION PRLWERLY
"FBI I F, I III I:.
(ASINJ(r F'IPL, I.D.-I
V..q 4.',.LL I
0 i (15 8
1 2
0 I3,i
rr
16"
025C)"
16"
0 2 ".50
12
20"
2 81
2
30"
0 406"
5 Q T"
I E I /'�NUAILILj D1, I PJL
touI'o " 1PUB'L­IT WORK`
URPON I OUNTY, N C,
APPMG SLEEVE
VALVE
5 �4i
rNCASLMFNT
OPTION "B"
rl[ IN - D1. RFS rkAINr JUNI DF TAIL.
UNION COUNTY PUBLIC WORK,�, DEPARTMENT 51 ANDARD DETAIL Sf ALE I '] ­ '
-
UNION COUNT Y, IN C. A P N P � N (] j L E E V E DATE: u
I V 0(1
NOTES: TAPPING VALVE
1, INSTALLATION, MATERIALS AND DEVICES SHALL CONFORM TO I -I /-EXISTING WATER MAIN
COUNTY PUBLIC WORKS SPECIFICATION AND REQUIREMENTS
2, ALL PIPE TO BE RESTRAINT JOINT DIP FROM TAP TO BACKFLOW
AND/OR FIRE VAILfl 11HE 1-1/2 & 2 INCH PIPE SHAII I BE BRASS TO THE
BACKFLOW. ALTERNATE I3 INCH VALVE AND 3"' RESTRAINT JOINT DIP
IN LIIEU OF BRAW
3. FEES MUST BE PAID PRIOR TO INSTALLATION. EDGE OF PAVEMENT
4. NO PVC PIPE SHALL BE USED WITHIN 5 FEET EACH END OF A BACKFLIOW TAP BY-/
PREVENTER, DEVELOPER ENCASEMENT
5, METERS 3 INCH & LARGER: CONTRACTOR INSTALLS APPROPRIATE DIP GATE VALVE PER
LINE THROUGH VAULT AND SUPPLIES VAULT, UNION COUNTY WILL.SIZE BY DEVELOPER
II I
INSTALL METER AND BYPASS AT PREVAILING COSTS, CONTRACTOR TO,
INSTALL APPROPRIATE SIZE RPZ. EDGE OF PAVEMENT
6 FIRE DEPARTMENT CONNECTION IFDC) MUST BE WITHIN 100 FT MAX OF -------TEE PER MAIN SIZE
PUBLIC HYDRANT PER FIRE CODE. BY DEVELOPER
T. FIRE HYDRANT NOT REQUHRED IF 1HERE IS AN EXISTING PUBLIC FIRE
HYDRANT WIIHIN 500 LF OF THE REDUCED PRESSURE DE 1 EC FOR __--PUBLIC FIRE HYDRANT
ASSEMBI Y, FOR ROADWAY WI III MORE 1 HAN 2 LANE ' S EXISTING
(SEE NOTE #7)
PUBLIC FIRE HYDRANT MUST BE ON THE SAME SIDE OF THE ROAD WAY T --GATE VALVE PER MAIN SIZE
AS FILE REDUCED PRESSURE DETECTOR ASSEMBLY BY DEVELOPER
1-1/2" OR 2" WATER METER AND- R/W
VAULT PER UNION COUNTY SLID BY 2'-0" MIN- TO FACE OF VALVE
UNION COUNTY AT PREVAILING COST
HAND WHEEL VALVE TO BE
5' MAX DISTANCE FROM R/W TO BACKFLOW INSTALLED Al TIME OF TAP
PREVENTER, UNLESS APPROVED BY UCPW
SET BACK LINE
1-1/2" OR 2" BACKFLOW' PREVENTED - FIRE VAULT AND BACKFLOW
REDUCED PRESSURE SYSTEM BY U1
2� PREVENTER: REDUCED PRESSURE
DEVELOPER ABOVE GROUND BEHIND DETECTORE ASSEMBLY BY DEVELOPER
SET BACK (UNION COUNTY SLID ISEE DETAILS
SA :IfJNDARD )PAL
ONION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C. -EP CONNEC TION 22
W A I
20 I DIP
LNUI1 IUHEU GROUND
D�I�p
Tf�77�'�
4" MIN
MASONRY
PROTF(IIVE
5' —
wALL W11111
7 IES ON
j-
STRM15HI WALL OF N H
EVERY 12"
T 0 BE LOCATED OVER
`-STAINLESS STEEL STRAP
VAMES,
ON O­PG DROPS 4' MAX.
2"
BEND
'R&
#67 STONE
DIPTIQMI A,
OPTION 13'
GENERAL NI)i[5'
III CARE MUS1 BE TAKEN 10 FORM A SMOOTH III IROU01 FRnM ENIRANCIE
PIPES 10 FXH PIPE, AND IN (URVFI)
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE
INSIDE WALLS OF THE PIPES AT THEIIR ENDS
(2) THE SLOPE OF THE OUTSIDE DROP TROUGH SflALL BE V4" PER FOOT
OL AIL PF`I: DIPFAIN6S 10 BE NO CiREAHER 111AN 3" LARGER THAN OD OF PIPE AND AIDDHIONALI Y REINFORCED WIHII A MINIMUM OF G20 'SO. IN
OF STEEL A r 90 DEGREES PIPE 10 BE CENTERED IN OPENINGS ADDITIONAL REWFORC
EING NOT REQUIRED FOR CORED OPENINGS
14) 01ILISIDE DROP SHAI L NOT EWER MANHOLE IN (ONE SIEC6U)N
IS} MATCH DEEP INFLUENT CROON TO CROWN WITH EFFLUENT PIPE
I S 1 ANDARD 13E I AIL SCALE IUN�011 COUNTYPUBLIC WORKS DEPARTMENT
UN ON COUNTY, Y,N,C DATE
OU T "SCE DF-\'(-'-)P) MANHOLE 17
UNDISTURBED EARTI I--\
L
CONCRETE
ITITCH BANKS
PLAN 450 BENDS
ALSO 90', 221/2'jl�/?'
� DITCH BANK
H A CONCRETE
DITCH BOTTOM
11/2 UNDISTURBED
EARTH
I L.E.-V.-A.1-I.O.N.- AT-IJI-TIN 5-S-
... .. .. . .. .. . . .. . . .
U N 1 0 IN COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY SLC,
"' I". .................... L
HANKS
MAX 41S. CONCRETE
UNDISTURBED
EARTH
DITCH
BANKS
PLAN TEE
CON] RACTOR SHAI.I. USE IRE RODS 10 S,HIM AS NECESSARY
SECURE VERTICAL BENDS
DITCH
BOTTOM
\_ MEN. 1112 C.U.YD
UNDISTURBED EARTH / OF CONCRETE
SI ANCLARD DE rAgL
TH'R'UST B� 01K
16,
16ENERAL NO US:
11) RPDVA SHALL BE INSTALLED FOR CUSTOMER APPUCATIONS APPROVED
BY UNION COUNTY PUBI IC WORKS,
(2) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
SHM L COMPLY WITH ASSE 1047 & AWWA C511 OL FEBCO 826YD, 121, W11 KINS MODEL 375ADA, 1311 AMES SERIES 5000 CIV, OR FOLIA1
131 OWNER SHALL PROVIDE WRIT TEN CERTIFLICATION TO THE COUNTY THAT THE RPDVA
HAS BEEN TESTED BY A CERTIFIED SACKIFLOW PREVENTMN TECHMOAN AFTER
BNSTALLATwUN.
141 COUNTY APPROVED 3"-10" RPDVA INCLUDES SHUTOFF VALVES AS PART OF THE
ASSEMM Y. SHUT OFF VALVES SHALL BE OS&Y RE9LIEN I SEAT GATE VALVES
WITH HANDWHEEL OPERATORS AND SHALL CONFORM TO AWWA C500 LATEST
EDITWN, RPDVA SHAI L BE SUPPORTED AT CENTER WITH A MASONRY PEDESTAL
ADEQUATE TO MAINTAIN THE WEIGHT OF THE STRUCTURE AND PLUS AN ADDITIONAL
1,000 POUND LOAD.
f59 REDUCED PRESSURE DETECTOR ASSEMBLY SHALE BE ABOVE GROUND ONLY.
W BACKH OW PREVENILON ASSEMBLY SHAI I BE INSTAL I ED OUtSIDE OF THE RICH F
OF WAY, MAXIMUM OF 5: FEET.REDIZED PRESSURE PR7NCIPI.E RACKI'LOW PRFV7NTTPN ASSEMBLY
[7) PROPERTY OWNER SHALL BE RESPUNSIBLE FOR MAINTENANCE AND OPERATION OF 7ARIES (SEE MANUFACTUME-RT 4* MIN. CLEARANCE
BACKIFLOW ASSEMBLY AND COMPI ANCE WITH REPORTING AND TESTING W11H VALVE OPEN
REQUIREMENTS _L­
0 3/4" BYPASS VETEC [OR AMR METER. 2101 VflIJ GFC1
El EURTffl� ,111PREIVE1
RECEFITAE DS & Y
GATE VALVE
TINSW.ATED WEATHERPROOF ENCL03URE CLASS 350 WI
>
ANCHORED TUI CONCRETE DR APPROVEDITLP FLANGED
FTVER5LAS$ MOUNTING PAD FTTTIN b >
PROVIDE DRAIN PORT FEI,R POS171VE—_ c R 40JOSTABLL c7-F-A'k
PIPE 6'MIN
DRAINAGE OUT OF ENCLOSURE SUPPORT
(MINIMUM 7WTCE THE SIZE 13F RPZ} V CLEAR
6' 3000 PST ca SLAR,
]DWENSTEINS PER SURE MAD IN 2' ANNULAR
MANUFACTURER I I CATTEIN --- ARE, '�TIIJNE DIP AND COMPACTED
LLLOBRICAL CONDUIT SUBGRADE
\_APPROVED CLASS 350, DIP
RESTRAINED
DIP, MJ EIIIING
L L
APPROVED CLASS 350 DIP, RESRAlAILD WILDGL ACT "TON
RE I AINER GLAND
UNION COUNTY PUB[ IC WORKS DIEPARTMEN T -------------------------------------------------------------------- S - T - AND - A - RD - DETA - I - I --------------------------------------------
JN011NI COUNTY, N.C. REDUH0 PRESSURF PETIT ASSLMBLY N Ts 2 4 B __SCALE__
A-
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED:MSK
jSCALE: I" = 50'
C2.6 I
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O; LF',;L 10 1 E -,
1, F1I i I ARE fN',1AF1 Ffl FEW ` 11 1 bf1f I- Al" F'L I[ Al IUN'�
AFT'J"OVED PY IINIPI COUNFY "11BLIt, dDFTf
"IDUFF 1F'F.-1_1(,IF'1 'PTNIF I F'L F BACl TI'd PFF VFINTTIT,
A'.," I.. H 1, L f SHALL 7,1011 L ll dITH W, "-E 1103 g A,WWA
,I I W' U W I I,,' IN ldlj�jt I- "I_ O'� I. I PF, I[ 111" L01[jAl RESTRkNT
1.1 ,J kn_ F I HAU rlcl L WPIIIEN CITTI-ICAINON "D ',IL VALVE
"Iffi IN [ 'r II AI I ids l-vr' (w, m L FI if I k fi F,6 0 1 YF i I,
EIAC 11 _1 Old r`_E ''I:l 11 [ON1 -I El� ONIC ION elf I P III AL I AT 10N, 54' RESTRAINT JT PIPE (DIP
A""'T"WA,w llw'q': DC 0ffill'Jil PHI �"AJPI- '/'!j0tW'W y
04 T F RFD [!II I UNI RE i L II I nIF1F­P1,-'�"/F' I'l vq"[, 'I'l vAPIL,
A I L A': A t, 31/4" CORP STOP
MIhI11flT1jt3 Ofl ANti _-[HIUPFI-,1 wIIIII111 t�WLW�UPF E WINK I� W I ARE R, rl I t Ve j I A T D d A I 1 1;" F I'� r I I I I' FEE
'�i IIF DIJUP PIFF " "I FT 7 F!N�, AFlI Y Rl, -PKLOll [PI AHI11UPF 1 10
ljrol n'llf OHL FfltFPF Fk I ,FFpnvF'D PROPOSED
RED,[ Lid FR1 VE W 1 ON A':SLIMBIL'+ K: f111'; I IL LI-11 GI A IFF, P"r,
�.-A t -1 F ' �'DE [Jr I HE RjOHT OF ldhl , M,"KNIII'M III E C I F-A F A IN C 7 k A—, L. IN E
FIFIC MANE'PIAL W� BPA',"_1 r,i'Y t
l�f, ill ', FALI AT ION SHAI L BE IN f 014F'L IENF W] I FI ALL
LA
(IF F L t 1, Allf F C01 IJ I " DFTINANCE � AN [I -IF E C IF I CA I I DFC J'T"' F
I I,, A 0 Ill I I ONI T I I I I I: - W, I 'I I'm L' II f, (� Ojjr. 0 M N RESTRAINT TAPPING VALVE
-TAPPING SLEEVE
E E'l IM II F '� I VI Ll� PE 'T1Y4` I Ell F 11 F,
,14,1 1 E I'llM C E AND M FRA I [ ON D F DACIP [ L OW JOINT PWPE IFOR IRUS F BLOCK�NG
A M RI, T ENt, � WIFE 'a H PF PI E I IFO 'dN li r l lrl'-, IF Dr, IA 0P)
4 Q) SEE DETAIL# 16)
bF'I" N y'LIP I F F101,11 b l� ......................
DRAIN,,A Flu I Ol �ll"I F 'I I WICAF
III .;[21" ;IOF EXISTING WATER MAIN
N 4 1 ' 'Ij (jl� �' 1 UNIFE rF_ CONCRETE BLOCKING— LINE TO ABANDONED
Lw% -
01110 1 1114 TSJUN�.� PER
'­ it R IT
WITH THREADED ROD
AWNULAR A —A, PLUG TO BE RESTRAINT-
„,_._---
TO "ITNIMI'm FFFT FT
FIFF' 7 FA',- FPOH FI Nfl'l TO CONCRETE ANCHOR
I /+ Nt-) A R D DL, A IL
fl I I 'Y'd l 0 I_j I I I I 'P CI 1! 1 t1jo R F, I� 1 1 NI Al
1 3
L J 1 11 L Z' 1 �\l I A N
tjI'jjTl'j F Dt TF
PRIVATE
SERVICF---__
LINE
II
'Y 4' METER 0
/-NO F I I I INGS
NIITESa
1, MErERS WDI NO BE SE] IF WAIER MEIER
BOXES, SEWER CLEAN 11UTS, VALVE BOXES
OR I HEIR APPURTENANCES ARE DAMAGED OR
IMPROPERLY POSITIONED.
2. WATER METERS ARE TO BE INSTALLED
PERPENDICULAR TO THE ROAD AND WITHIN
THE ROAD RIGHT-OF-WAY OR WITHIN THE �Y4' COPPER -
LIMITS OF A, PROPOSED UTILITY EASEMENT SERVICE TO
METER
3, IF THE IRRIGATION LINE IS TO BE UTILIZED,
AND A METER SET,THE APPROPRIATE
REDUCED PRESSURE ASSEMBLY SI--IOLL BE
INSTALLED BY THE CONTRACTOR PER UCPW
BILTAIL 21A,
4" THE PLUM BER/PUILDER IS RESPONSIBLE FOR
I ABEI ING IRRIGA TION AND DOMES 11 IC ME f ERS
AT TIME LIE THEIR' CONNECTION.
4'4' WATER -
SERVICE T
WATERMAIN
UMONCOUNlY PUBLIC WORKS DEPARrIIENI
LIMON COUNTY, N C. VRRI6ATION AND DOMES [UC DUAL ME 1 FR TAP
F1
PRIVA FE
SERVICE
INE
IN
0 3/4' METER
COMPRESSION
30
RESTRAVNT
VAI VE
3/4" CORP. STOP 1 E E
PROPOSED-,,",,
LANE
TAPPINIG VALVE RESTRAINT
TAPPINGI SLEEVE JOIN F PIPE'
tiFOR THRUST BLOCK7�NG (DIP)
SEE DETAIL# 16)
_AN[ TO ABANDONED
EXISTING WATER MAIN--�
CONCRETE BLOXNCii
WITH THREADED ROD,
-PLUG TO BE RESTRAINT
TO CONCRETE ANCHOR
NO 1 E: ALL WA I ERMkNS ALONG EkSI ING DOE.ROADS MUS II BE A MINIMUM DISTANCE ON A 1/1 RAT4D OFF
EDGE OF PAVEMENT OR BACK OF CURB
-
UNION COUNTY5f AA64�D UE � AIL PUBLIC WORKS DEPARTMENT I SCALE:
UNION COUNI Y, N.C� WATERMN RELOCATION N I'S 27
WATER MAIN CROSSING
LINDEP STOPM DRAIN DETAIL
ONLY APPLICABLE IF
MAXIMIJ11 DEPTH OF BURY
FOR WATER MAIN I-S, LESS
THAN 6' AT CROSSING
PROPOSED
GRADE
54' RESTRAINT JOINT DI
RES FRAIN F
JOINT DIP
IJN�ON COUNTU Y PBLIC WORKS DEPARTMENT
UNON COUNIY N,C
6.0' DEPTH (,MAX,)
rORM DRAIN
45 IDF','REE 45 DEGREE
[BENDS BENDSF
(MIN)
IdArEP MAIN
20' RESTRAINT _DINT DIP
3 ' COVER (MIN)
54' RESTRAINT JOINT DIP
RESTRAINT
JC01T DIP
WATER MAIN UNDER STORM DRAIN CR(JS'_,',ING
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED:MSK
jSCALE: I" = 50'
C2.7 I

� I H I I I I I f . .. I,, *
-
I I I ..­..'� .: . 1.�', < �11 ... ... � /' / , , .r - --r - , .- -_ - - - - _.......... — — I
. I l I I I I` rl / / /' ........ � �,, I � 11 � ...
I.. I ;. :x I 1, Z..., ,/ � - � I ,\I * , \ ". 'I", ( 11, -
. . , i / I . � - I 1 �5 /� � .1 I I "I/ I ) ," '1/1 I I - _.....i.. - - - - ­ "'. I\ � I I�l ,�,,,, �.� , � .... . . �s/ — � _-, � ... ....... — — , — — .., \, � I \ I
I, .1'..
12 1 1 l I r, " // / " / 5 /. � " ,\ \ ,,,,, , \ "l'n, � ll 1�*::A, , -� - ­�--.`, ....... - r. - I ­ 1- 11 I " ,,,�­) \ \, , 4 � _� � 1,,
. I I I I I I I 1, / I " ' URBAN FORESTRY NOTES: .... ,. '' PID: 06006005
1� I ,/ I, FEMA FLOOD STO WWATER NOTES / / -.1. I ��.�
-11" /, - " UNION COUNTY STORMWATER NOTES ,,- If /I ,_ ­ ..... .. I . ,, I �, I ) I \ I", ,,� \ DONALD R HARGETT
I , I , I , I I I 1, I l / I I / __1 ....... - ,- ,� DB PC
� "� �
-
0 1 / / 1. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL � 1. BASE FLOOD ELEVATION (BFE) PER FIRM AT \ �./ ­_ ­1 � / I � � ZONING:R-40
� I III I I 1. THE PURPOSE OF THE STORM DRAIN EASEMENT (SIDE) IS TO PROVIDE STORMWATER -1 I �/ / 11 _m - *, �
`,, __ I _1 I ...... ........ / , , � I )
, ..
Ili I I 1111 I l I "I EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO I �' DEVELOPMENT SITE: 552.2 (NGVD). ) _. � ,,_�14�.".:­��,� " � j
T l / -1 .. ." N / ,.",/ �/ i� �
I l � __..., I L. 2. REGULATORY FLOOD ELEVATION AT DEVELOPMENT ,�' CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER ., � I . ....... , - , 1, ", A
" , ,-
I I .,
" // .. :,�:,�,-,C�f_.,.:.,. � � _ ­ "N' .... , I, .", 11, I/11 " � 11
I I I I I I - / , - �_, /I - / // 1, / , I "
� I I MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING " / ii ( ( /� -�:� , " ( I ... �
_. I I � SITE (BFE + 2 FEET): 554.2 (NGVD). � ... OBJECTS (FILL, PIPE, ETC.) WHICH IMPEDE STORMWATER FLOW OR SYSTEM ­,�., � . ...... �'n:n­ - ­_' <, ...", �/ 6 �� ( �
-, / ( � /,
I III I I I l l ) ,::l::�� . ..... ,_ �.- -,�, -�,-: _-�� .... --�--� - ,,-, 11 l... '11, ./ " " l i l 11 11 l�l.. // /
THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR , ­7 ---��,)�� , 'I , / ��
T , ELEVATION IN RELATION TO MEAN SEA LEVEL / -,.- , �,,, "
,,, , I
", _1111,, I
I I I I I � l l ........ / 3. MAINTENANCE ARE ALSO PROHIBITED. / 11'�",�,,,�`,� ...... ...... . ... \ \ I '1� `� l ln:t: / -­ '/"I I,
. \ ," / / // ­�. ��­�, ,�� --� _- /"' — /
; 1. - �­�,',�,,��: I -��-,,. 1�� � ...... ��.,:".����:.---�...,.,,'.��,-.,'-:���....-- �
2 I \ (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR / // 14k�11'11N�11 ,__ - \ , -I,, ­_ ­��,�... ����. - -, - ,-
INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT , .,,',�,, ,,, � -,�, ", ".. ­., �,.-* r."l."
.
.
. I I i � /' ,,, -, - �-__ - _'­ � �,� ) �f: C _1
I � l\� 2. THE PROPERTY OWNER(S) ARE RESPONSIBLE FOR THE MAINTENANCE OF THE STORM i, ,-::::��_,�:- � ��-_�:"`���_' _��.� ,
�jv ,':��,',,'�� ., " " , 1_ 5 ...... �� .. .. .... . )
',I',III`1 11. ,� .,..,..� �, 1. ­1 ..... . - ", ... ;nn ... i .
I SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL (INCLUDING BASEMENT) MUST BE CONSTRU / ", /_ - __ �' ? � 1,
< CTED: /1' , f �� . / ,� .. ...... ... I--
/1' ­ ,
�� ;��- - _�::�:� - _% �
.1 I I � l I .1 ��\\\ / DRAIN EASEMENT AND THE SYTEM (PIPE AND/OR CHANNEL) WITHIN THE EASEMENT. // '. I"', "11 / . . . . . ... . . - -1 " ?, '. :. "', , __ " , I
.
....� 1\ / / ,�­ ", , � / ol - - " I ... 3 \ I, ((,\K, ** *A ,,,-
� 554.2 (NGVD). ���:��, \ ,
.1 SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION l ]�� ,�\\ / ,,�,�, -1 1. I I I,-,' 1), � �0 . ) / �/ ( \, 1--,
I � i l I \\ \,' �,� �,,,,,,,, I�, �� A.�f "
. I / 4. ELEVATION IN RELATION TO MEAN SEA LEVEL 3. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT 65 ,I,, �,, - , ­// Y., I �
I I �\� ""', I f',,,-,-- 6 4
PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE J­ r" I �,,`� I., �.. "
. ... . � � A/1 \ �; , I.-
. ... f // " I I
� i i l -.1- ,"I j ) V 1..r11­,:__. * / 1___'
I -, \ 11.1
I (MSL) AT OR ABOVE WHICH ALL ATTENDANT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION Il `�,,,�,,�,:�:- -::�-.'v .11-
�, I
/i : X �� I , . ..... � .... .. �-,' - ­� I : ( �
� NN", � , 11�, �,:l
� - ; � " .... *
� , x / ,,, ........ . . . . I �. . . ..... __
� ll DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY UTILITIES TO INCLUDE, BUT NOT LIMITED TO, ALL �.� ..- ,,, � -� ... . � ,� \ - j j
� � � MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S), AND PROVIDED TO , ....... 11,11, - ,:::��: -
\ X\ I . . . . . . . . .... .... �­ ... 11, ­,!�. - - "... I-'.
`I I �1 ......... `,,,�� / �:z , " -_ ��,�*� �' / I.'-
� I I APPROVED BY THE ADMINISTRATOR. REQUIRED TREE BARRIERS MUST I ) "11-.1. // ... ,,�� .... . A , ,\\ 1\� .. j �,
2 �.. ...(. HEATING, AIR CONDTIONING AND ELECTIRCAL = .... �..-_ - . ........ - - ­=_ I 1,�. . ,n::::��::.__..-��,��5­ 1-11.
o / \ COUNTY PRIOR TO OFF -SITE LAND DISTURBANCE. ) / \ - - \ \1 \\ j "I ,/ - -.11-
. __� / I ­_11 ... \\A .;
I j EQUIPMENT MUST BE INSTALLED: 554.2 (NGVD). � .. ... ..... :nnn,,�: \ \I\� .4 / k ­,_
BE SHOWN ON CONSTRUCTION PLANS. / f�, ��f 7:1 ,,,,',,, 4 , = - - -_,_...3,._ � .... :::: ...... . . ,I\ �1- _­ �, 1
-.4-
� j \ 11 ." � - — I . PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION ,..- - - - - =" -A � "'" 63 , \� .
� I � �,' wfl �� ,_ " � ",-/' -, . .... _­.. .� � . , ,,, N \
....... k �" � " I.- \\\ ", Ill (: . .. ...... _ If j . .... �_' - 1.
I �\\p\\\,�\\� .�11 -1, - \ I- ..
. , \ \ � . I'll I 1,
< .� �� ... I, .......... �' �� , \ ;,�_�_' , I I _­.­ - \ , I / 1.
2. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE I... \� l, _­1 _,�� ,,�� '\ ll
".." ,�:,�;�;e�­�\'\
TIME THAT THE ROOT PROTECTION ZONES ARE ESTABLISHED (PRIOR � e) 6 1 .... . � I \ -;;::::n�: � ... 1. .. . .... �,__ 11.1-1.1, ..... " f. -- I ,/ ..
-
� ..� Y �\ <I- 0 \,- --, ... n::�`, ... - \ VV �, .�: �( 1'�,� I,- .", I--
11 I l �\` / , SYSTEMS MUST BE FURNISHED TO UNION COUNTY PUBLIC WORKS/STORMWATER i \ I, \ - 0
N \\,\\ \ \ ,� I
,�11 � \ ...... , 11 .... �� � 1�11-11­1 . ...
- ..... � -
� I \ \ -1 �� \ nv:,n�:::�::: 1��,,.�,`n -"\ \ " , "l �. , -� ��,� v �
I , ,� ff I I �,� , , 1
13 .. \ SECTION FOR APPROVAL. 1. . ... I. __ " ,�� ) I I .... \
- 11 \� \ - 107 1 11 l 1, � ­.:��- � - - . ..... . .. �.` I �w �_��, -, N
_:� TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR (A_ , \�\\ \\\\ N � , 62 ,� '4 �
k.,l \ \x , , 'c I ... I ,:..
� \1 I I \ ,,\'\� \\\ N \A ,, . ... o .... /"\, - . \
-,\\ -'\� n , , \ \ 5. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF UNDERGROUND DETENTION . .. ..... \1 \ ­<.orjr,� � Ijf. ),
,
�14 _� ? _�� \\ \ 101 , �:; _,�:,:.­ ... Ill, I,,- \ \ \ "", ca� .11, /�­' "'"I. __.
, 1\ \� // ­-T -- 11. ...... . �;��� . 1-1 � . ... ��
PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF , , � \\� ,\ /� I ... _... �\ l�� `
\ ,\`� ,\ 4 SYSTEMS MUST BE FURNISHED TO UNION COUNTY PUBLIC WORKS/STORMWATER 67 \ "' - �:.,- -.4'. \ / ."" \ - I _­`� ... \ \ �\� '� �. ­', / ) . ­1
I 111\, , `I\� I �,� � x \ 11 \ /
�,11\�� ..... \\\\\\\\�� �, ,\\ A�� -5�__ ... ... I ... X; ,/ " \ ... ",,­��.. ��
,�Q�\ \ 011,�_ \ I, /V "I � \ \ - ''. ....... - I \ ­c\ . - 11 ­,_
PLANTING AND SHALL CONTINUE INDEFINITELY. "� 1, I ­\ . /­ -,-,:... - - 11 �N��� *' ....-
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DATE: 01/06/21 —
DRAWN: KSC
DESIGNED: DAC —
REVIEWED: MSK —
APPROVED: MSK ___1
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INV. IN: 587.75 (NE)
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FR: 595.08 ff. ..... . ..... .. ...
INV. IN: 587.92(NEMA FLOOD STORMWATER NOTES: HATCH LEGEND:
8587.83
(Sl
NV. OUT: 587 83 1 I. BASE FLOOD ELEVATION (BFE) PER FIRM AT DEVELOPMENT SITE: 552.2 (NGVD).
1�e PROPOSED ROADWAY
oc% 2. REGULATORY FLOOD ELEVATION AT DEVELOPMENT SITE (BFE + 2 FEET): 554.2 (NGVD). EDGE OF PAVEMENT 0
10 g0 \. ........ 3. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR (INCLUDING
F \69, BASEMENT) MUST BE CONSTRUCTED: 554.2 (NGVD). STORMWATER
4. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH ALL ATTENDANT UTILITIES TO EASEMENTS
INCLUDE, BUT NOT LIMITED TO, ALL HEATING, AIR CONDTIONING AND ELECTIRCAL EQUIPMENT MUST BE . . . . . . .
POTE TREE
INSTALLED: 554.2 (NGVD). + , + + + + + + + + PRENTIAL S E R V A T I O N AREA
G1 #36
FIR: 596.73
INV. IN: 592.05 (SE)
INV. OUT: 592.05 (NW)
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
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27842.0002 - DRAINAGE - RUN 13 27842.0002 - DRAINAGE - RUN 14
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DATE: 01/06/21
DRAWN: KSC
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DIMENSIONS AND REINFORCING FOR CONCRETE
FLARED END SECTIONS ± III TOLERANCE
PIPE
DIA.
FRONT
BAR
BACK
RODS
SLOPE
A
B
C
L
E
P
R
R
12
1-#3x5 -4
NOT REO'D.
2.2:1
4
2 -0
4 -I
6 -I
2'-0"
I'-8"
10"
9"
15"
1-#3x6'-O"
NOT REO'D.
2.2:1
6"
2'-3"
3'-10'
6'-1"
2'-6"
2'-0"
1'-0"
11"
18"
1-#3x7'-2"
NOT REO'D.
2.2:1
9"
2'-3"
3'-10'
6'-1"
3'-0"
2'-6"
1'-4"
1'-0"
24"
1-#3x9'-10"
NOT REO'D.
2.4:1
10"
3'-8"
2'-6"
6'-2'
2'-9"
1'-5"
1'-230"
1-#4x11'-8"
NOT REO'D.
2.4:1
12"
4'-6"
I'-8"
6'-2'
3'-1"
1'-6"
1'-3"
36"
1-#4x13'-10"
2'#4x6'-3"
2.4:1
15"
5'-3"
2'-11"
8'-2'
L4'-O"
4'-0"
2'-0'
1'-8"42"
1-#4x13'-10"
2-#4x7'-4"
2.4:1
21"
5'-3"
2'-11"8
--2'
4'-6"
2'-4'
I'-10"
NOTE:
SPECIFIED REINFORCING IS MINIMAL AND MAY BE INCREASED AT PRODUCERS
OPTION TO AID CASTING & HANDLING. ALTERNATE REINFORCEMENT PERMITTED
IF ACCEPTABLE TO ENGINEER.
REINFORCING CAGE:
1. WIRE FABRIC HAVING SAME STEEL AREA AS INNER CAGE FOR CL. III PIPE, AASHTO M-170, BUT
PLACED IN
CENTER OF WALL.
2. ALTERNATE: #3 BARS SPACED 12"t LONGITUDINALLY WITH #2 BARS TRANSVERSELY AT 6" O.C. MAX.
SPACING, SPOT WELDED OR TIED TO FORM CAGE.
NOTE:
CONTRACTOR WILL INFORM PRODUCER IF CONCRETE FLARED END SECTION IS FOR INLET OR FOR
OUTLET
END. SOCKET (TONGUE OR SPIGOT) END IS REQUIRED FOR INLETS. HUB (GROOVE OR BELL) END IS
REQUIRED FOR OUTLETS. SOCKET TO SOCKET OR HUB TO HUB JOINT WILL NOT BE ACCEPTED UNLESS
A REINFORCED CONCRETE COLLAR IS BUILT AROUND THE JOINT WITH NO PAYMENT BEING MADE FOR
THE COLLAR. FLARED END SECTIONS SHALL BE JOINTED TO PIPE WITH ALL SPACE IN THE JOINT
FILLED WITH PREFORMED PLASTIC GASKET (SEC.848). WALL THICKNESS (T) IS SHOWN AS NOMINAL
AND MAY BE INCREASED AT PRODUCERS OPTION FOR DESIRED JOINT DESIGN OR TO ALLOW A FLAT
OUTSIDE BOTTOM ON THE FLARE, WITH INSIDE DIMENSIONS OF FLARE RETAINED AS SHOWN.
T = PIPE WALL THICKNESS (0.08330+1"t TYPICAL).
CONCRETE FLARED END SECTION
NOT TO SCALE
m
"
X
cn
M "1
M
m
o
pq
I
r
W
0
a0
NOTES:
CONS"IRUCT S"IAINII:DARD S:III:DEWAI..IK 5" WIDE AND
4" THICK. UNLESS OIHI'�RWm::: DENOP:::D ON PLANS.
PLACE: A GRROOVE JOINT 1" DEEP W11I.11 1,l�" RADII
IN THII::: CONCRI::TE SIDII:::WAI...IK AT 5' INTERVAI...S„
ONE >" EXPANSION JOINT" WILL BE REQUIRED AT 50'
INTERVAII...S„ A lv�" EXPANSION eJOINT WILL... BE. IRI-QU.I111ED
WHERE.:. "IIiE SIDEWAI....IK JOINS ANY RIGID S"IRUCTURE.
SEE STD. DWG 848a05 FOR WFIEELCHAIR RAMP LOCATION
REQUIRIIMENIS AIIVII.D CONSTRUCTION GUIDEI...IN11.S.
.T RAM S VIE .R.SE...........IL. X RAN S.10N..........�....1N
IN S'IDIEWAII,,,.K
NOTE: SIDEWALK SHALL BE THICKENED TO 6'' WITHIN
DRIVEWAYS
1 1 /4" DIA. HOLE
(OPTIONAL FOR SIZES
SMALLER THAN 36")
COI
END SECTION TO PIPE JOINT
SHOWN AS TYPICAL: HUB END
ON OUTLET END SECTIONS;
SOCKET END ON INLET END
SECTIONS
r
SOCKET
END (INLET)
r�--v—
REINFORCING CAGE
LINFT. FLARED END SECTION
PIPE
SECTION X—X
Y
7 F
STEEL FRONT
Y f
PLAN
L
C B
SLOPE
UB EN
)UTL
o OPTIONAL
LIFT HOLE—
o
PER EACH-�
BACK
30 D
2"t
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FRONT
NOTE:
DO NOT CUT CONCRETE PIPE. USE FULL LENGTH
END SECTIONS ONLY. WARP SLOPE TO CONFORM
WITH PIPE LENGTH AND END SECTION.
SINGLE CAGI
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: I" = 50'
C3.16

0
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NAG D575 EROSION
CONTROL MATTING, �1
OR APPROVED c
EQUIVALENT
c' .......................................
NOT TO SCALE
NO PARKING" LIEN MUTCD R7-1 (TYP-)- ,,
RIGHT OF WAY - �
SID - WALK . ,
-q:
PLANTING STRIP °
r
`�..2-t'J" VALq & Is..(.,IJT1"FR .� .... .. .......
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I TEMPORARY
TURNAROUND MATERIAL.
SHALL BE MIN. 3600
PSI CONCRETE, 6"
TI°°IICK.
2. � �
OY
LLA] I ONLY
N INS.
TO BE REMOVED WHEN
FUTURE DEVELOPMENT
f VARIE
1,
CONNECTS TO STREET.
C
"SIDEWALK" PORTION OF
0�
TURNAROUND MAY BE
L']
LEFT IN PI ACE IF N01
1 DAMIAGED-
LL.i w 3. NOr "1'0 BE USED AS
A I'�°°�
`--0" VALLEY' (',UTTER
�
�.
GhIVEWAr"�1
I °RIVAgL
PLANTING STRIP DEALEND srREk
BARRICADE AND END OF
..,, ROADWAY MARKER PER
..
4 CI_DGM #50.07A&F AND
#50.08A, B, & C ARE
SIDEWALK REQUIRED.
EXPANSION JOINT_/ 5 (IYP, SCALE I"=10'
CITY OF CHARLOTTE T E C� P C` �' � F� `r F I l R N A, 0 LJ ND
LAND DEVELOPMENT STANDARDS LOCAL RESIDENTIAL STREET 0,0, REY
CHMOATM INCLUDES CHARLOTTE ETJ (OPTIONAL) �1 N 18B 1
s/FB
-I'-4' APPROX �. ro r+'.- @ s5 11 � r 5/8" KC-2
2" FOR, POSY ROLT
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d 11J4PLICE BOLT a r�%��l✓��¢�rEBEAM T rEGUARD RNL aPegLLiEu
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TER'MkIN'AL
INCTiCY19
POST- MAX.t:'...� .Ic'(:c I as1L�T raL wUs'rs POST � � � ETIAIJ OF NU„T
I
TYPICAL ELEVATION � H3 �A " M1W
.. ,. DIA. HOLE
....3
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p . PROPERTY UNE
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THISDETAIL IS NOT A GUARDRAIL DETAIL. FOR 11 " 1 1 PLIce0010 SLOT
ROS,nQlr.1F e'I IAr FIRAIL FF INI"`nr67 `"TAKMAPD
DRAWINGS 86201 " 862 0.3 _ _ _ _ DETAIL OF I QSST
CITY OFCHARLOTTE
Mamm IAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE 'ET1
12' DIA, HOLE,
TO RE FILLLED
WITH CORK,
J. I RA M
APPROVED DATE
N(--)T TC) SCALE
DEAD END STREET BARRCARE
S"TD. NG. REV.
50.07A .,
NOTES:
1. CONCRETE SHALL HAVE A COMPRESSIVE
STRENGTH OF 3000 PSI @ 28 DAYS CONTAIN
4w/ MIN - 6°/a MAX AIR ENTRAINMENT AND BE
PLACED WITH A 3.50 -4.50 SLUMP IN
ACCORDANCE WITH ACI 301.
2. REINFORCING STEEL RODS SHALL, CONFORM
TO ASTM A615, GRADE 60.
3, ANCHOR BOLTS SHALL CONFORM TO ASTM
A193, GRADE B8M, TYPE 316 STAINLESS
STEEL.
4. A 3 CBU CONFIGURATION IS DEPICTED. A 2 OR
4 CBU CONFIGURATION MAY BE USED AS
LONG AS THEY ARE ARRANGED IN GROUPS
SUCH THAT THE OVERALL DIMENSION OF THE
CONCRETE BASE DOES NOT EXCEED 192
INCHES.
VOTE:: REFER TO USPS STANDARDS FOR ADDITIONAL
DETAILS OR INFORMATION
1, 111P
CAROLINA MAILBOXES, INC, CLASSIC MODEL
NOT TO SCALE
d .SE PA bR
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ORMULTIPLE UNIT nrhnYrr,r,l.1 Mf I.I c
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SINGLE UNIT
USPS CBU CONCRETE 'AID (FLAN & SECTION)
NOT TO SCALE
6» 6„
1" BATTER 0 �1" BATTER
N �� o p �. SLOPE 1 "/FT.
SLOPE 3/8"/FT
o
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Q D: :o
17" 7" 7" 17"
2'-0" 2'-0„
PITCH CURB NORMAL CURB
NOTES:
1. ALL CONCRETE SHALL BE 3,000 PSI.
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (10').
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS
SIDEWALKS, OR OTHER STRUCTURES.
5. PROVIDE LIGHT BROOM FINISH.
24" STANDARD CURB 81 GUTTER
1.5" S-9.56 NCDOT SURFACE COURSE
TACK COAT
1.5" S9.513 (ASPHALT CONCRETE SURFACE
COURSE) NCDOT ASPHALTIC BINDER COURSE
PRIME COAT
L 10" COMPACTED AGGREGATE BASE COURSE AT 100%
MAXIMUM DRY DENSITY
4" COMPACTED SUB -BASE AT 98%
MAXIMUM DRY DENSITY (AS PER
SPECIFICATIONS)
GENERAL NOTE FOR PAVEMENT SECTIONS:
I CONTRACTOR SHALL COORDINATE WITH SUMMIT ENGINEERING FOR FINAL PAVEMENT DESIGN
2 THE FINAL 1 5° LIFT OF S9 5B SURFACE COURSE MUST BE PLACED ON THE INTERMEDIATE SURFACE
COURSE ONCE THE DEVELOPMENT OR APPROVED PHASE OF THE DEVELOPMENT HAS RECEIVED 75% OF
THE OCCUPANCY PERMITS FOR THE DEVELOPMENT OR APPROVED PHASE OF DEVELOPMENT
PAVEMENT SECTION
NOT TO SCALE
� r
SLOPE
W \ 1.50%
�9) AUTION:
SLOPE NOT TO EXCEED
v v p0 pA� I I 1.50% IN ANY DIREECTION
o
Y, 1.
NOT TO SCALE
SHALL BE A SQUARE GRID, EQUAL IN BOTH
DIRECTIONS. DOMES SHALL BE ALIGNED IN
THE DIRECTION OF THE PEDESTRIAN TRAVEL
AND DIRECTED TOWARD RAMP ON OPPOSITE
SIDE OF THE STREET. 2 35''
0000000000000000 00 2.3511
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M A Y VARY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O.Ell 2 411 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0. 4 5'' T O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
T Y P. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4'MIN
0.211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000 ORaa00aa0
RAMP/LANDING WIDTH
ELEVATION PLAN VIEW
NOTE
---MAX SLOPE\
1.50%
q+
Sip MAX SLOPE �9+ MAX SLOPE S�
Sp9 0� 5.00% �S Sip 5.00% Sp9010
o
o �� o
NOTE:
ALL SIDEWALKS TO MEET p09pAF '°
ADA STANDARDS
y MAX SLOPE
1.500
1. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER TO CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST
VISUALLY WITH ADJOINING SURFACES. IF THE SIDEWALK AND RAMP ARE CONSTRUCTED
OF CONCRETE, THE WARNING AREA SHALL BE RED BRICK IN COLOR. IF THE
SIDEWALK AND RAMP ARE CONSTRUCTED OF RED BRICK, THE WARNING AREA SHALL
BE GRAY IN COLOR. THE COLOR USED TO PROVIDE CONTRAST SHALL BE AN
INTEGRAL PART OF THE WALKING SURFACE.
2. BRICK PAVERS SHALL BE SET IN A WET MORTAR BED ON A 4" MIN. THICK
CONCRETE FOUNDATION.
DETECTABLE WARNING DETAIL
NOT TO SCALE
TYPICAL SIDEWALK INTERSECTION
RAMP SLOPE NOT TOE
EXCEWI:12 (TYP ) `�/
LIMITS OF DETECTABLE
WARNING SURFACE
CURB (611 HIGH)
& GUTTER (TYP)
NOT TO SCALE
j 2, MAN
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F�vg\A j PP�R
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T ApER
SOMETRIC VIEW OF RAMP
NOTES:
I CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
2 TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3 CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP SEE DETECTABLE WARNING DETAIL
4 LONGITUDINAL SLOPE OF SIDEWALK TO BE NO GREATER THAN 1:20 (5%)
CURB RAMP "TYPE B"
W/ PERPENDICULAR SIDEWALK
NOT TO SCALE
REAR LOT SWAL_E_ PROPERTY 1 .5% MI AS APPLICABLE _
REAR PROPERTY LINE GENERALLY OFF THEPROPERTY LINE. SEE
PLAN FOR LOCATION.
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SWALE BETWEEN z
LOTS W/ FLOW N GENERALLY GRADE 1 .5% MIN I J
DIRECTION AS TO SWALES o
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POINT IN CENTER
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PAD ENVELOPE.
FG: 0.20'
BUILDING
PAD ENVELOPE
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x *FG: 0.63'
z
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FOR INFORMATION
o 0 ONLY. LOCATION
20' BUILDING N AND SPECIFICATION
SETBACK i i BY BUILDER
HIGH SIDE OF LOT
_ -LOT WIDTH VARIES_ _ _ _ FG: 0.0_ REFERENCE
- - - R/W
VARIES
2% TYP
SLOPE OF ROAD
ROAD
LOT GRADING
HIGH POINT CENTER OF PAD
NOT TO SCALE
VALLEY GUTTER DETAIL
NOT TO SCALE
NOTE TO DESIGNER:
THIS DETAIL ONLY TO BE USED WHEN
SIDEWALK IS MINIMUM 15' BEHIND CURB.
4° THICK CONCRETE SIDEWALK
FACE OF WALL
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PLAN
NOTES:
I CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
2 TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3 CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP SEE DETECTABLE WARNING DETAIL
CURB RAMP "TYPE A"
NOT TO SCALE
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS
C3*16
mmml
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(15cui)
6
(1tl cut
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Lune
O. Channel Bottom/Side Slope Vertices
...............................
....................... ...................................................... B
\\i .
Drawn NOf loocale,. . . . . . . . . . . . . . . . . . . 2 ........... y
i
N
IIR ,11 �11
I[Ii GREEN
5401 St. Wendell - Cylrnt1hiiarma Rd. Pit: 00-722-2040
Posey lilllle, IN 47633 www.inagireein.com
NOTES:
10orizontai staple spacing should be
altered of necessary to allow staples to
secure the critical Points along the channel
**In loose soil conditions, the uise of staple
or stake lengths greater than Er"("i 5cnrr) may
be necessary to Property secure the
1.)msdaiiiier :
The information Presented herein is general design information only. Ior specific applications,
consult an independent professional for further (design guidance.
IBra�u� Out: 4-t7
CHANNEL
(IIIIIII
I ��. TALL �I� ... ..
1 E TA I L
1. Prepare soil before installing rolled
erosion control products (FRECF's),
including any necessary application of
lime, fertilizer, and seed.
2. Begin at the tore of the channel by
anchoring the FRECF's in a 6"(15crn)
deep X 6"(15cnr) wide trench with
approxirnately 12"(30crn) of FRECF's
extended beyond the up slope portion
of the trench. Use ShorelVlox prat at the
channel/culvert outlet as sup plernental
scour protection as needed. Anchor the
FRECF's with a row of staples/stakes
approximately 12"(30cnr) apart in the
bottom of the trench. Backfill and
cornpact the trench after stapling. Apply
seed to the cornpacted soil and fold the
remaining 12"(30crn) portion of FRECF's
back over the seed and cornpacted soil.
Secure FRECF's over cornpacted soil
with a row of staples/stakes spaced
approxirnately 12" apart across the
width of the FRECIDS.
8. Boll center FRECF's in direction of water
flow in bottom of channel. FRECF's will
unroll with appropriate side against the
soil surface. All FRECF's must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4. Place consecutive FRECF's end over -end
(Shingle style) with a 4." B" overlap. Use
a double row of staples staggered 4"
apart and 4." on center to secure
FRECF's.
5. I ull length edge of FRECF's at top of side
slopes must be anchored with a row of
staples/stakes approxirnately 12"(30crn)
apart in a 6"(15crn) deep X 6"(15crn)
wide trench. Backfill and cornpact the
trench after stapling.
6. Adjacent FRECF's must be overlapped
approxirnately 2"-Y (512.5crn)
(Depending on FRECF's type) and
stapled.
7.In high flow channel applications a
staple check slot is recornrnended at BD
to 40 foot (D -12rn) intervals. Use a
doulole row of staples staggered
4"(10crn) apart and 4"(10crn) on center
over entire width of the channel.
8. l he terminal end of the FRECF's must be
anchored with a row of staples/stakes
approxirnately 12" (BDcrn) apart in a
615cnr deep 6„ 1 5cnr wide trench.
Backfill and cornpact the trench after
I
stapling.
R/W
25'
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
5' UTILITY 20' (MIN)
EASMENT
4" SAN. SWR —\
CLEANOUT (TYP) 6'
PLANTING
3/4" DOMESTIC AND SLOPE S STRIP
IRRIGATION DUAL METER ® 1.5%
(2% MAX) R
APPROXIMATE
LOCATION OF UNION
POWER OUTSIDE
3/4" DOMESTIC
UTILITY EASEMENT
WATER METER
WATER CENTERED UNDER J 4" SAN SWR
SIDEWALK PER UCPW LATERAL (TYP)
(MIN 3' COVER)
50' R/W (TOTAL)
SEWER UNDER
ROAD PER UCPW
R/W
25'
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
20' (MIN)
5' UTILITY
EASMENT
(MIN.) 4" SAN SWR
6 5'-0" CLEANOUT (TYP)
PLANTING
STRIP SLOPE 3/4" DOMESTIC AND
@ 1.5% IRRIGATION DUAL METER
R (2% MAX)
2:1 CUT MAX.
TYPICAL RESIDENTIAL LOCAL SECTION
NOT TO SCALE
63' R/W (TOTAL)
APPROXIMATE LOCATION OF
PIEDMONT NATURAL GAS TO BE
INSTALLED ON OPPOSITE SIDE
OF ROAD THAN WATERMAIN
KEY
0 CONCRETE SIDEWALK
® 2'-0'' VALLEY GUTTER
3:1 FILL MAX.
APPROXIMATE
LOCATION OF UNION
POWER OUTSIDE
UTILITY EASEMENT
R/W
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
26' (MIN)
5' UTILITY
EASMENT
(MIN.) 4" SAN SWR
8'
5'-0" CLEANOUT (TYP)
PLANTING 1 6' 1 6' PLANTING
3/4" DOMESTIC AND SLOPE S STRIP STRIP SLOPE 3/4" DOMESTIC AND
IRRIGATION DUAL METER @ 1.5% IRRIGATION DUAL METER
CAD 1.5%
(2% MAX)
a _
R/W
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
5' UTILITY 26' (MIN)
EASMENT
4" SAN SWR
CLEANOUT (TYP)
8
CHANNEL EROSION CONTROL NOTE: S75 MATTING TO BE USED; LOCATIIONRMATE OF (UNION
BLANKET INSTALLATION OR APPROVED EQUIVALENT POWER OUTSIDE
UTILITY EASEMENT
NOT TO SCALE
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
CURB TH `GUT%ER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
-- 6" CONCRETE CURB
SIDEWALK WIDTH
'
5'MIN
SIDEWALK WIDTH
j
5'MIN
v � e
SIDEWALK WIDTH
5'MIN.
6" CONCRETE CURB
CURB & GUTTER
DETECTABLE WARNING -
PAY LIMITS FOR 2 CURB RAMPS
/-6" CONCRETE CURB
/
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10/ �_-/� j/ ,. j /24" TYP.
\ i / 12" MIN.
RAMP WIDTH
J..t! 4'MIN.
DEPRESSED T-6"
CIIRB & GUTTER
(HEIGHT VARIES
TYPE rJ CURB REVEAL DETERMINED
BY FLARE SLOPE)
SIDEWALK
PAHN..
12" MIN \ }. '� \ a-/`
V /I
DEPRESSED 2'-6"
y
�V
=—' ><\� // CURB & GUTTER
e
segl
RAMP WIDTH
_
022966
4'MIX
`'jC. WARNING
SURFACE (TYP)
\�— DEPRESSED
.-
8.33% (12:7) MAX RAMP SLOPE
2'6" CURB & GUTTER
��
xor consmeneo rwac
"�°Ess.s��xa,"aEs �oMo"E�Eo
(HEIGHT VARIES
CURB REVEAL DETERMINED
CZ CROSS SLOPE: 2.00%
CONTRACT STANDARDS
TYPE
4A BY FLARE SLOPE)
AND DEVELOPMENT UNIT
)3 ) CURB RAMPS REQUIRE A (4'-0)MINIMUM LANDING
Office 919-707-6950 FAX [phone]
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
/�
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
CURB RAMPS
SLOPE TO DRAIN TO CURB.
Shared Landing
ORIGINAL BY: J.S.-- HOWERTON., DATE: _---7/7/11
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES
MODIFIED BY:DATE:
CHECKED BY DATE:
FILE SPEC :s#ba/P.Q1P.0.0 rbAamplCurbAampDeta..ls. Aqn
4" SAN
WATER CENTERED UNDER J LATERAL(TYP) SWR
SIDEWALK PER UCPW
(MIN 3' COVER)
SLOPE 2.08% MAX. SLOPE 2.08% MAX.
0 0 0 0 0 0
R
(2% MAX)
E a
S
2:1 CUT MAX.
3:1 FILL MAX.
APPROXIMATE
APPROXIMATE LOCATION OF
3/4" DOMESTIC
PIEDMONT NATURAL GAS TO BE
LOCATION OF UNION
WATER METER
INSTALLED ON OPPOSITE SIDE
POWER OUTSIDE
OF ROAD THAN WATERMAIN
UTILITY EASEMENT
SEWER UNDER
ROAD PER UCPW
K E Y
O
CONCRETE SIDEWALK
TYPICAL RESIDENTIAL COLLECTOR SECTION
®
2'-0'' VALLEY GUTTER
NOT TO SCALE
80' R/W (TOTAL)
R/W
40'
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
5' UTILITY 26'-0" (MIN)
EASMENT rPLANTING
4" SAN SWR
CLEANOUT(TYP)
40'
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
26'-0" (MIN)
1 6' 1 6'
3/4" DOMESTIC AND SLOPE S
IRRIGATION DUAL METER
® 1.5% R SLOPE 2.00% MAX. SLOPE 2.00% MAX
APPROXIMATE LOCATION OF (2% MAX)
UNION POWER OUTSIDE
UTILITY EASEMENT o 0 0 0 0
2:1 CUT MAX.
3:1 FI LL MAX.
3/4" DOMESTIC
WATER METER
4" SAN SWR SEWER UNDER
WATER CENTERED UNDER SIDEWALK PER UCPW LATERAL (TYP) ROAD PER UCPW
(MIN 3' COVER)
CRESSWIND BOULEVARD SECTION
NOT TO SCALE
8'
PLANTING (MIN.)
STRIP 8'
SLOPE
0 1.5%
(2% MAX)
E
R/W
5' UTILITY
EASMENT
(MIN.) 4" SAN SWR
6CLEANOUT (TYP)
3/4" DOMESTIC
AND IRRIGATION
DUAL METER
2:1 CUT MAX.
3:1 FILL MAX.
APPROXIMATE LOCATION OF
PIEDMONT NATURAL GAS TO BE
APPROXIMATE
INSTALLED ON OPPOSITE SIDE
LOCATION OF
OF ROAD THAN WATERMAIN
UNION POWER
OUTSIDE
UTILITY
EASEMENT
KEY
O CONCRETE SIDEWALK
® 2'-0'' VALLEY GUTTER
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DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS
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SECTION G-G
SECTION H-H
�1 1/2rr
c 1 /2"
r I (,-► H
FG0
4-- 0 ---- -
I i ===-m-
I®HN
ur\ 1r_4•M�n 1r_41�u
PLAN OF GRATING
CAST IRON
1/8 n /B rr
1 rr 1 rr
3`-33/4"
1/8n 1/8rr
t'V4 rr 3/4 rr I •-
3'-2" � I
21/ Ir
B 3r_13 rr N N
3'-6"
SECTION E-E
/811
I Ir
3 -6
I
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PLAN OF FRAME
CAST IRON
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SECTION F-F
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0
LLCM m
00 < Z
CD 0 a
z
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cc
Lu
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cc GO
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i'7 GENERAL NOTES-.2r_pr D INT As zo m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
v� o ( r rN �-o IF SPECIFIED. NN
-M USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H F
H' z CONCENTRIC Q `t H• z STATE USE OF SYSTEM ON COVER q Q
= O o FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS DIAMETER WALL TOP/BOTTOM AREA OF STEEL Z ~ S O O i \\\ (I.E.: SEWER STORM DRAIN ELECTRICAL) Z M- _
> ,__, O CONE SECTION 6 C) () H -n `/ \ r HOG ,Ly V
r -n O ACCORDANCE WITH AASHTO M199. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. M1 O C'3 r -n (� " O
Mm-M z -M = > ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" ° (IN.) (IN.) (SQ. IN.) 0 O (D = Z Fm-M z --i = > �Q TOP OF COVER 0 0
G) O = n -) FROM THE TOP TO THE BOTTOM OF THE MANHOLE. W Ov Z - M7 0 = C-)W CC :z =
"n z m WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 6 0.12 H C� O = T Z m o �O �'" H Cq.) O or
;z Co THE TOP OFTHE MANHOLE FLUSH WITH THE GROUND ANDA MINIMUM cf) C)
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. ;z F- UJ
0 = Z LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF O O N C) = Z � � =O O
> V BOTTOM SLAB. Dr Z F >>i > V Z F>
H L - -I-------- ate'
a)M1 r THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE a-p O r - - - - - - - - - - - - - - - - - - - - O
Z THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION 2 -p, r WO Z W
GRADE RING Y,�R. O
G r
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS � MIN. AREA OF STEEL \ 1n
A DISTINGUISHABLE TOP AND BOTTOM. IS 0.07 in.2 n
'D` + 2 'W` ECCENTRIC CONE W \ / BOTTOM OF COVER 1/2
m 6" MAX. SPACING ~ 1" R.
Ii7 1" MIN ADDITIONAL o. OF GIRCUM. R!F uj
D CLR. #4 REBAR LOCATE WALL REINFORCEMENT Z
(A IN MIDDLE THIRD OF WALL o a PLAN OF COVER
o.:.., �.
-1 m o o .'o .' o . N cc ~ rn ac
G) �' ' 1" MIN. USE MIN. AREA OF STEEL IN TOP OW Z G) PLAN OF FRAME uO >
r CLR' SLAB OF #4'S @ 8" CTS. ° ' r
1 Z yc
EACHWAY/EACH FACE *. NO.840.66z O OCD1`-111'2" zUU
v
N = FLAT TOP SLAB (CIRCUMFERENTIAL
FRAME z 1a-M rn
r AME AND GRATES STD. No. REINFORCEMENT) Q O Q z
rfi TRAFFIC BEARING 840.97 0 a _ > 1'-1134 It
Z ADDITIONAL #4 EACH LONGITUDINAL .� Z
C •p v SIDE OF OPENING (1" NONTRAFFIC BEARING: 8a0.22 ADDITIONAL #4 EACH REINFORCEMENT (MIN. p LA CO v 7 rr N - p UJ
> CLEAR OF BOTTOM FACE aao.xa SIDE OF OPENING (1" 2 d > 1 -10/e io _
RISER As 0.12 IN. /FT.) CC n Sr
•, " = PLACE BARS DIAGONAL 8a0.2o CLEAR OF BOTTOM FACE) .o q _ Q
W O O TO CORNERS (TYP.) 84O'� 0 � � rn
H Z - - ea0.88 W D co J N Z D .� 1n //\TYPE #1 3n�1�2"
FRAME & GRATE v -� ! \ n ( 1:1
m i M SEE STD. 840.54 = = CV r 1 _ ' � I"- 4% _ _1
z _ _ _ _ _ i - "\, FOR MANHOLE BASE O T O Z O O
O O / II - - 11 - - �1 �. RING AND COVER z ~ Z O L7 , 1'-10�$rr ._
�I - - - - - - 11 l ii ' 71 � � h \
-n - - ii - - i r �, A, 77 s 0 'G 'i1 v / ALTERNATE C9 Z
0 I - - -- - - / it _ �L-��
w 171 / \ SECTION B-B LU a
REINFORCED CONC. ,'� _
V,S �� 7 �� ... �p .:.o...:p ,°:.o...: .p. ;°:.o..:.p. ;°'.o.. - FTC. (SEE STD. vi 4" 2'-01/2 MINIMUM WEIGHTS - LBS.
1525.01 IF �/ \
a REQUIRED) r 1 rr FRAME - 180
m _ O i- USE MIN. AREA OF STEEL O 2 -9 /4 / \
4 - 1 IN BASE SLAB OF ' COVER - 120
m `� `�.
in 2 PER LINEAR - - - - - - -i LLI
FOOT EACH WAY SECTION A -A , 1 TOTAL- 300
\ / SPECIFICATION
TYPICAL MANHOLE SECTION / CLASS 30 IRON MEETING
SHEET 1 OF 1 GRATED INLET OPTION MANHOLE OPTION SHEET 1 OF 1 r840.
HEET 1 OF 1 \ `- - "� ASTM A-48 SHEET 1 OF 1
840.52 840.52 54 TYPE #2 840.54
v z v z
m O m O
rr n rr rr rr n _ F 0 23/ n F'�
H • z 43" NOTE: USE TYPE E F AND G GRATE - q q q� H • z DETAIL SHOWING TYPES OF GRATES 2'-11 q q
D H O m UNLESS OTHERWISE NOTED. P P z = v H O m USE ACCORDING TO WATER FLOW. 11/2" z =(j
m -" --A � LL J a- " z m 0 -ri � _4) B � ►L J d'••' z
.M)O=n-I B �� WQZLL i00=M)� n rr rr " n n WQZLL
z H N O - 21/$ rr N 2%$" N CO F F o W z=� O o TYPE G TYPE E TYPE F �� A o�o0 0 00 0o A 1� I 9/8" F F p0 W
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N D v M o 01 H p v �- 0000000 000OOOo ( -- 9-8rr F> Dc
> A A ALIGN FRAMErWITHIDE > > T >
O r EDGE OF WALW ��Qp O r----------------------------------- B 1 Qo
p o ... , W O , WMA o FOR VERTICAMENT 1 rr e z 1 rr
C===� WALL SECTION-------°.'o rr
SECTION - BB T T r�811
B SECTION - PP SECTION - INN (' rL�
SECTION B-B
0 PLAN �ID �n ' Z � 1�rr21/L Nz FRAME,GRATE, &HOOD ASS'Y J cli 0 O (J) _ z -y WATER FLOW - SAG WATER FLOW Q
m 2......................................-
r _ = m m m SECTION A -A = DD
w 6 Ou 6rr _ z = m m CD z
Z 3'-0" - u% 1rr - �+ -% Z '3 Z Q
O " _ Q Q O V TYPE 'IF" TYPE "Err TYPE IV' TYPE - E '� � 10-
0 m I i o = a V O D 9 RAISED FLOW ARROW „ p a O
o> K L M K� N N `„ 1 0) m W Q o rn y RAISED FLOW ARROW P 2�q" /j6" HIGH 2 m tip Q
N p SECTION - AA uj
� (- z > N o /6 HIGH O p o h Z
v" v Qa� v" o a o _ aag
- M- aM: o n O O rr '1- ac O
aD, ��_ _ O O Z
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n Z J FRAME PLAN SECTION - JJ m O n 0 Z 1/8rr a O '- = n O
LLJ
== O 1, - rr 7 n 5% 1 M-M W W = .y. O 1/8rr i 1 W !p
03 O 1 rr 5C 1 6" 3 0/8 0 CA 0' O0 .9 1�Q rr ( CD
CD
>cl) O O - � . R arr R r z �. _ V. /6 n 11/2" \N i1 11/L rr R W CC
_ W = i� rr
Z Q x �- 0 Z r- n 1 r"L 1 �4 r� i ice- r n 1/8rr LL O
v > �n 6rr 2'-Orr 6rrIV
r'-i err' tL 2 113/.1 2'- 11 �'-
31/2" 6 3' _ 0 n 6 �3W •rr-) .,. O rr -:,y� rr r -�-� �1 1 /2'-�'i ("F� /8�L" 1 /2 rr
SECTION -Mac r2'-111�" 1 r 4�8° 1 " SECTION A -A r/6rr
SHEET 1 OF 2 R SHEET 1 OF 2 SHEET 2 OF 2 TYPE - IF SECTION A -A SHEET 2 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.03 840.03 TYPE G 840.03
O Z v GENERAL NOTES: Z
m m FRAME GRATE AND HOOD
v 0 v BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. 0
G , NOTES: h G , X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
M--M� Z q Q Mti Z err ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q ,
> ro-M O z ..- W1 IFT-1 n arr * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Cc of = U > H O � -„ TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR. 2" KEYWAY. OR #4 BAR DOWELS AT CC = U
m O " -j
= O D n m
STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
7INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
IL-1�M-•M Z
O � o = -
W LL
in Z �` _ -'{
M -1 >
= O m n __4
o' 0 °
o.' A
o'
'O _ 12" CENTERS AS DIRECTED BY THE ENGINEER.
� � . _ - - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
- - - - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
-
O � O =
W Z LL =
`• Z
_ 0 0 O
Z
1-0"
1`-0"
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
Q Q =
~ V = O 0
Iq- _ ~ Z M-M
UJ
•• � Z �
= N O 0
Z
o
'�
o
00 m o�: '.o AS SHOWN ON STD. N0. 840.00.
_ _ _ _ 6" B �.' 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
Q
H V � O (�
_ Z H
O Mr-M�
n =
r'�
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
o � LL 0 _j
= o q
f,~j O Ir-M�
n =
'v
��.
oo. 'a FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
o h W 0 J
CC O q
= Z
�>
r
- TO ASTM A185 WITH 2" MIN. CLEARANCE.
.
0 o-0-r =
_
Z
'dam �>
_.o '. o'.o
o
.°'_.o" :'o. QUANTITIES ACCORDINGLY.
,O•, _
'V UR��
H2 H2 OSHASTANDARD19267041F>-M [14
ioo_o.o.o CONSTRUCT WITH PIPE CROWNS MATCHING. h M>-MO Q _ttT * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY r Cl- O C/)0O PLAN X arr SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r Cl- 0
Z OI H1 H1 CONTRACTOR o z SECTION X-X DRAWING NOT TO SCALE. o
* ALL ELEMENTS PRECAST TO MEET ASTM C913. TOP ELEVATION
- * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1"• HOOD TOP ELEVATION
m SERE STOGNOTE840D03 STEPS - BID. NO. 840.66 STEPS - BID. NO. 840.66
8" 0.C.(TYP.) 6" 8" 0.C.(TYP.)
LREFER TO CHART -y 4 A 6„
0O REFER TO CHART 6" _ _ _ _ _ _ _ -
FOR BAR SIZE LU o' -
.� m FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS = J N m o = o =O
TOP ELEVATION r
U) '� z ELEVATION AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION O J O z .9 ....� ,1 r r}� o, - _ m,y A :: W Z
M O SIDE TO IN
THIS BAR SIZE AS NEEDED. LL W " L7 L
Z r 3 o M
mO Z O 1 CDio.'o'� 6''0'� .'°.'a" �aE-y-I Bo' Z a LLI
jam= �Z Nm= ''O CL
N O
-I O Z W2 (FT.)
Nmv I m
DO
m M
z Z D
v
CID � _n
001
m Mr PLAN
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
1 #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
3.00 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
6.0016.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.2513.50
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
7.2519.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.5018.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
W o, = 6 G e = '� 1-4
m ° m SECTION Y-Y 6rr 6„ o m=
O W a = m Z o D �o D O V-
0 W N C v RISER HT. ° o',. ° O
CC h O > VARIES - 'vo CC a
M�. o .o
z z = -al v - - 6"oa.v.. �o: 0 Z 0
cc
6 T SECTION J-J m a..s' F I=-
O V N'0 > - '�o WHERE 30" TO 36" PIPE IS USED
_ ~ * :�� SEE NOTE SECTION M-M '
-0 N WHERE 42" TO 54" PIPE IS USED = N
(J) y III m > Z WHERE 30" TO 36" PIPE IS USED (n 0 +-
RISER Z
N O VARIESHT.
C Q
LL
-
rr
p A
"
)
6
-
o.
0 0 0 0
A
o'
A OI gyp_
WHERE 42" TO 54" PIPE IS USED
"°, •'
°'-. -°- .°. :°.....
DETAIL SHOWING METHOD
SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
838.80 838.80 840.02 840.02
v
m
z
O
<
M Z
Y'�
2" WEEP HOLES
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.co
F Q
T> " O m
r 0 -n in
I
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
LL J O o '
z
rm-M Z -1 = >
= 0 b o--1
X
X
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
CL
O 0 0) =
cc Z
- -n Z >1
C/) 0 O
- (
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.CD
W u- S
=
Z H O r -n
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
F- F Z LLI
(') g no z
CONSTRUCT WITH PIPE CROWNS MATCHING.
O O Q
>
- -
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
cc
Z Mti
F >(AZ
[14
INSTALL STONE DRAINS,OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
W O
Y (
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
PLAN
WITH GRATE & FRAME REMOVED
--
BRICK COPING(INCIDENTAL)
O Z
o
TOP ELEVATION
0 F
tL
W
r
Z F1
STD. 840.16 FRAME
& GRATE
v
CS J
N _
A
#4 BAR
MZ-M M W
0.
6'
8rr 6"
B
6"
CL
_I
�M>
d
c y
co o
m
i _,,
I
m�M
O v
O
°
I
0 ac
z
DOWEL
�Wcc ~
m
CV
m Z Z
SEE NOTE
DOWEL(SEE NOTE)
MAX. PIPE THIS SIDE
co r
SECTION X-X
SECTION
Y-Y
Z
a O
O A,
_
SHEET 1 OF 1
Z
UU
SHEET 1 OF 1
1840.141 840.14
m z
O
< -�( S EXPANSION JOINTS
H Z aC Q
m H O O 6" E 4,-6" 4,-6" �C
F M M rj
m z _ #4 BARS "V" 6"6rr STD. 840.03 FRAME, LL J a Z
> @ EQUAL SPACES 0 0 (n =
o O = 0 � 11�" 1.,�r, GRATE & HOOD z
==NQO 3r, j \ ' �6�0
]ME
M-
Z0ON-T'M \ �_ / ��WZO J
n�> .+ R M a R PLAN-6,_p„ Zojogc
O ZO 1-4 r LL� ¢ _j LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES I
W o
Go a 0° '< p
v w T w TOP
�, ca USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
S' 3'-0"I 3'-0" DEPRESSED GUTTER LINE
EXPANSION JOINT �
PLAN OF TOP SLAB SECTION S-S
n z ELEVATION O Z
O r NORMAL CURB AND GUTTER ON LIGHT GRADES V- M
Z Fa
1 O O NORMAL GUTTER LINE Z a LLI
N = EXPANSION JOINT 6rr M M m CL
m O 6" E -{ #8 "W" BARS #4 BAR 8" TOP Q 0.
= rn --1
#4 BARS "V" N USE ON GRADES VER 2� ELEV. _ = d
C - I- -10„ 6 �_ E� V a
Z @EQUAL SPACES _
> EPRESS DE GUTTER LINE cc d LQ
f)1 > 0 EXPANSION JOINT 0r
v #4 BARS "U" 1rr 6" 1,-p„ M MAX -� Z 1:: cc
_
-0 = D DOWEL ELEVATION 1- h
co LIJ
SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES N
N _n
Z O
DO
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
(T AETE
MR MINI"
HEIGHT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.649
0.023
0.036
18"
24"
0.703
0.033
0.049
24"
W-O"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
[-M -Z
� O
G3 �
Z
W
SHEET 2 OF 2 SHEET 4 OF 2
840.02 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.021
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH RASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) *
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
ICU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TUT•
FOR NINIMN
IEI9n H
D
A
B
C
G
H
E
F
N0.
LENGTH
NO.
LENGTH
N0.
LENGTH
LBS.
C.M.
R.C.
12"
3'-0'r
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
W-O"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
W-8"
0.235
1.001
0.059
0.085
30'
3'-0"
2'-2"
3'-4"
4'-3"
V-2"
4'-0"
4
V-5"
2
W-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
V-8"
4'-0"
4
V-Ill'
3
W-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5`-3"
1'-5"
9`-2"
4
1'-8"
2
2`-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-",
2'-0"
W-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54"
3'-0"
2'-2"
W-7"
6'-3"
2'-7"
W-2"
4
2'-10"
1 5
2'-11"
1 3
2'-11"
41
1 0. 180
10.386
2.387
1 0.297
0.401
No/
\
\ P.
/
d /
a o
O O i
zz Go y $
Go
= Q
�HLLJ w0Oi _
o
Q�:O
Q 7
JCD 1
w;cn
o uj
U)fLj
A�
S.
w
F-
Q
0
}
m
z
O
v7
W
Of
L0
O
Z
L0
L
0
O
Q
p
N�
0
O
> •
Q
c
2
00
T
i
LU cc)
E
0 z
CV
O
O
O
3
U
J
Q
U
�
W
CV
,.
W
W
W
Q
Z
0. z
F-
L) z
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O
Q
co
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z
Cu)
Z
W
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Q
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U
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T
i
V
Y
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Q
0-
JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS

0
0
Z
0
m
M m
Z
G) co
M F
.0
Z m
C/3
>
Z
0
m >
CID
4
Ov
-1 :0
-0
>
-0 0 :E
m > z
C)
DO
>
z
840.04
PLAN
SECTION X-X
NOTES: USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH BID. DRAWING 840.66.
<
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
F-
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
LL J cCL:)
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
LU <:Z LL
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALL$ AND BOTTOM SLAB. OVER
8'-0" TO 16'-0' IN HEIGHT USE B" WALLS AND BOTTOM SLAB. ADJUST
Fi
QUANTITIES ACCORDINGLY.
F X Z Uj
C0 1I­ 0
CONSTRUCT WITH PIPE GROWN$ MATCHING.
LL_ _j
MCI"<
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
0 (1)
0
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
F: >
CL
ELI
CHAMFER ALL EXPOSED CORNERS 1".
C3
DRAWING NOT TO SCALE.
-INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
2ND OPENING
U)
IF RED'D.
TOP SLAB
tu
TOP SLAB
ca
TOP ELEVATIONGUTTER LINE
0 =
#4 BAR Z
CD
Z
6 ----TOP ELEVATION
Lu
CL
0-
CLR. Z:Z;= 1
cc
2 1014
OD
PIPE WALL
((THICKNESS VARIES
V4 "CLIR.
cc
(MIN.)
Z cc
#4 BAR Z
SEE NOTE
C/) UJ
-C4
CL
m
E NOTE
SECTION Y-Y PART SECTION Y-Y
C0
SHOWING DETAILS AT OPENING
1-4
_j UJ
C9
z
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H)
UJ uj
OF sox
& PIPE
REINFORCING
TOP & T. SLAB
DIMENSIONS
I CU. YDS. CONC.
IN BOX
TOTAL QUANTITIES
BOX & SLABS
DEDUCTION
ONE PIPE
DEB. ONE
6" THROAT
OPENING
C.
PAN
WIDTH
HEIGHT
BARS - X
BASS - Y
BARS - Z
A
B
H
NO.
LENGTH
NO.
LENGTH
IF
a
TOP SLAB
ROT. SLAB
KLIFT. Hr.
LIBS, Ri
YDA (MIN H)
C. S.
R.C.
YD3
2'
11.1011
31-01,
6
4'-3"
4'-6"
3'-3"
0.181
0.271
0.250
27
1.046
0.015
0.032
0.046
':"6
2'-3-
2'- "
5l:0w
6
4'-3"
4'-6"
31-3"
0.181
0.271
0.250
27
1.108
0.023
0.036
0.046
_011
2'-8"
2'- 4
5
3'-5"
7
111
5'-0"
31-all
0.226
0.340
0.284
35
1.379
0.033
0.049
0.053
I It CLR.
A
VWV
_j
12"
12"
_j
MIT
W
llt"CL
1112
#3 BARS llxll
1 it"
CLR.
EQUALLY SPACED
IF
PLAN
PRECAST OR CAST IN PLACE TOP SLAB
F
#4 BARS "Y" HANDLE
Ill PIPE SLEEVE
#3 BARS "X"
EQUALLY SPACED
1 CLR.
SECTION V-V
G
S Ryll
4 2 11/2" CLR.
EQUALLYBAR SPACED 11-1" CLR.
#3 BARS X
SECTION W-W
4
m
P Of 0�111 OP IF FILL ------
ro T 'Op OF Frii
0
/
>_
F-
<
> woo
F-
= = Q
m
F " -n ED
0 --A ---I
GROUND kANE GROUND LINE ......... GROUND LINE:
H H
F�,CD .
ILL
FIT :1
" .4 = 1w,
_
0 0 Zin
_�,E "F97,7- -
cc
> M
lliFll'�F - 7r_i1_1i7- 11 Pm 1�1= ff 7z
7_7
nod,(-')
LET u_
<<
0
to ED
oar
cc 0
-Til
COMPACT AFIFA Z COMPACT AFTER
"I,
F_ = F_ Z"
S PL11"111 PIPE is PI ACED
U) F_ 0
T'pT. PRIORTOU.
I l
jyPF IV PLACEME I OF
" _j
0
>
F GINrERjmc
FILL FUL
F-A
u)
r4da
F
SS N,
NUT LE 11
L - "1
I IAN I", N =_N, EAR 111
III lf.Al .13.i(i MIN.
0. n. NOT LESS THAN 6" or
1�'' PER
LESS HA� 2"
14 F:
14
UA 0
0
M
HOOK O.D. 3 N07R' 5RE TI4AN 24' U'. ID. 3"
NORMAL EARTH FOUNDATION
FOUNDATION AS DIRECTED BY EN a.
ROCK
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP ON 111L ------- TOP OF FILL- TOP OF FILL
-7-1
9C
z
m
m
z
5
FT H -
MIN o I) o.1). Wri 0 D MIN. D.D. WIN 0 P
U.
_j
0
CO
z _j
0 =
I GRC)uw I TNF OR GIUNO I TNF
FA
-n
r­
GPO= LINE TYPE IV
ENOINEEPIwr -
UJ
(j)
m
FABRIC
CL,
CC
>< >
z
mo z,"m
4_pl =. w 7,, -01' AFTER
zj
DO
r­ m >
. . . . . . . . . . .; -
COMPAfT AFTER RTOR TD
MIN PLACEMENT OF
0 w
Or
:C
m
PIPE IS PLACED
HAN 6 o 0 LIEF, il as' 5u"­
PRTD TO WOO LESS WILL I.U. - -`
I.U. i6 MIN. CMAECTTII
PLACEMENTOF
< w -1
0 C0
__a-D. 2 .11. fill Mimi.
I _1 _j NOT LESS TINIAN 6" MIN D_ V E BY E115rNEER
'$ THAN 6" 1401 LES O.D., 2'
z
<
rEi (1) >
ki�` PER
FTHAOONT OF, H
m
S ur 1101 TO
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORELESS THAN 24"
LA. U.
> 1-4
UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND
0
r
CENTRAL NOTFSi
> -rT
_j
(D 0
-4 0
NO RAIL HLAVY EOUIPM4NI OVLIA ANY PIPE Cidi_V%RI UNTIL THE PIPE CIJLVT'-,Rl HAS
I.D. - 11-IC MAXIMUM HORIZONIAL INSIDE UIAMLIEH DIMLNSICN. UEPEN PIROPHLY RACKET �'Ng COVERED AITH AT LEAST 3 FEET OF APPHOVED MATERIAL.
z =
m
W
1-4
0
C. 0. THE AXIMUM '019120INTAi, OUTSIDE DIAMETER DIMENSION. SPRING1 INF OF PIPE
NJ
uj
H = THE FXC4 HEIGHT MEASURED VERTICALLY AT ANY POINT SIFLFCT 8ACKFILL MAIFRIAI_ MASS tlr� ON CLASS IT, IYPP 1
ALONG THE PIPE FROM THE [UP OF [Hr, PIPE 10 rHF "OP -00VL ANO NH TO �iPHINOI J Nb.
OF THE EMBANKMENI AT THAI POINT.
APPROVED FUIIARLL LOCAL MArLHIAL.
TAKE' CARE tO FULLW COMPACT PAUNCH ZONE OF PIPE HI UHTDTSTURRED EARTH MATEflTAL
LOOSELY PLAOIED SEi_rcI' MATPIAL �AA$S 11i OR CLAsD ll� TYPE I
FOR PIPR BRIA]ING. I-FAVIF SiFtrION i KNIF.ArH PIPE SELECT MArERIAL CLASS V UP V1 FOR FOUNDATION CONDITIONING. EwcAPSULATE
K NGFNEFRI
IYNCOMIPA(,TFNI A,, PIPE SEATING AND HAOIKI"li-I VVIA WITH F NG FABRIC AS ]TRECTED BY TIll FUGINFER.
NI
jSHEE ri 1 OF 3
1300.011
FOP OF FULL
TOP Ot FILL
TOP Of Fri L
Z
0
< <
<F_
. . . . ......
z
GROUND LINE OIROUND LINE GROUND LINE
H H I
HAD. _j CL
C> U)
<
F_ lo I" - - <1 -
z el = 1,11 - ­�-_ - = -rfl ad < < LL.
0 < 0 =
CD
C) <
I COMPACT AFT ER uj
Al PIPE IS PLACE F- LL 1��
4 D
co U) rr PIPE IS PLACED PRI _j
2 3" X 1,4" THICK L; Li 7-: & PH TO R I D M C) " <
ROUND OR SQUARE PLACEMENT' 01" PLACEME
v OR 0
TYPE 2 IN OF
< F` I LL GEOTEXTILL 171LL 0 (n Et
CUT WASHER tr,
cc 0 15
Ej -,Z.
>
I.LuG MINTJ­1-7�,�
2 HEX NUT C0 F- u_ 0 _j NO I LESS _ 1_1 Ci
cco"< I.D.16 MIN. THAN 6"' FAR'TH ED
ZE
0 CI) CC 1. IT. 151 IN Lu
6" NOT LISIi THAN Crfi O.D. NOT LESS %A1 PER FOOT H
> !IT OF
F: I HOT NOT LESS THA14
0L ROCK NOR MORE THAN 2,1" G.O. 3,
Eu 0
DIHE�CIFEO BY ENGR.Twl
DETAIL OF HANDLE NORMAL EARTH FOUNDATION
ROCK FOUNDATION
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL TOP' OF FILL TOP, OF FIT -[,=
Z
COUNTERSINK PART WHERE HANDLE IS LOCATED 1"
AND ALLOW HANDLE TO MOVE VERTICALLY. - - ----
4 11 _,_
cc H LE.
. . . .....
_j
0 1 0 = - - -
U- z
0 MIN. 0 0 IT MIN. O.D. MIN. G.D.
I
1 PIPE SLEEVE X 3" LONG. z TYPE,
occ ME!
M 0 . .... GROUND LINE GROUND LINE
a- GFOTr.XT I LF Lu
I-N = I � 0 Z CL
CU PACT AFTE1H
PART SECTION cc 1�_ 1,
PI E IS PLACED 0 CL
0 & PHT.GR To
THRU COVER SHOWING HANDLE DID MIN. PLACEMENI OF Lu
- H
AS DIRECTED 06 1 4
NOT LESS THAN 6" ��Ij la� 0 �11 pq FILL 0
cc 'It I
< COMPACT AFT
Q PIPE IS POIAC NOT LEST �16' 0. D. 1 2' < OL
ac Eq GOT OF H, F- rr
FR 6 MIN
L11-1�1_- I �, S NOT LESS THAN BY ENGINEER
Z & PRIOR T ED P
PLACEMENT OF WJr NOT LESS IHAI 12"
FILL NORMAL EARTH FOUNDATION ROOK FOUNDATION NOR MORF5 THAN 241, UL
UNSUITABLE MATERIAL FOUNDATION
>- 0
#4 BAR cm PIPE ABOVE GROUND
GENERAL NOTE:E,: 9 0
DO NOT OPFIRATE HEAVY FOUIPUFNIT OVER ANY PTPF CUIVFRT UNTIU THF PIPF CULVERT HAS < 0
_j Lu I.D. MAXIMUM HORIZONTAL INSIDE OtAMF715R DTMENSION. BEEN PAGPERLY SACRIFILLED AND COVERED WITH Al LEAST 3FLET OF APPROVED MATERIAL. 0
0
z
L uj O.D. - THC MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. SPAINGLINE OF PIPE
W
"6' 11 - THE FILL 11EIGH1 MEASURED VERTICALLY AT ANY POINT SELECT BACKFLLL MATLRlAL CLASS Ill OR CLASS 11, 9
Z ALONG THE P IFt FROM THE TOP OF THE PIPE 70 THF TOP' BELOW SPRINGLINE.
0 OF THE EMBANKMENT AT THAT POINT. APPROVED SUITABLE LOCAL. MATE91A] ABOVE SPRTNG1 INE.
0
112
ROUND
0
um W-O"
SEE DETAIL OF APRON 13'- 834 #4 BAR
SUPPORT NOTCH - SEE TOP ELEVATION
Si 840.17 SHEET 1 111-81,
>A_m
-
7'-8" DOWEL-B1
-n -A o DITCH GRADE
m>
FOR 15" THRU 36" INLET
G) o M 0
M-n>>m
P�
m
Cl) 0
z1i-0 -n
=Xz
-
> 4 3 oBAR
Ci) IN WALL ED PERMISSIBLE CONSTRUCTION JOINT L
TROUR DONEGH
L"C`' DOWEL Bl,B2 OR B3� PART SECTION U-V DOWEL-B 2
PART SECTION V-V FOR 42" INLET
O V
SINGLE FRAME & GRATE
0
m DOUBLE FRAME & GRATES
m
4 z m
m G) TEF41 BAR
r-
co V-3"
=
>
co
3
I DOWEL-B
INCREMENT
' INLET OPENING
-0" 8'-0" 1 10'-0"1 12'-0"
665 1 0.8971 41 1.380
222 10.29610.370 10.4,44
QUANTITY TO BE ADDED FOR EACH 2
TAKE CARL Fri FULLY COMPACT HAUNCH ZONE or PIPE BACKf ILL. UNDISTURBED, EARTLI MArERIAL
LOOSELY PLACED SELECT MATERIAL CLASS Ill OR CLASS 11, 'HYPE
SEI FCT WATFRTAI CLASS V OR VI FOR FOUNDATTOR CONDITIONING. FNCAPSUA.ATF
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SHEET 2 OF 2 UNCOMPACTM AS PIPE STATING AND BAOKFTI WIL I, WIIH TYPE 2 OEOTEXTILE AS DIRI5CTED BY THE ENRIMEER. [SHEET 2 OF 3
840.04 ACCOMPLISH COMPACTION. F300. 01
z 0
m
00) y
" >_ -0
<
< 1-4
< ;� 3: m
Z�= CD C)
6 >"-=
" - 0
C) -n -4 CO)
U_ _j
m:z F
;z 00mo 4
U-1 < < IUL_ M-n>>m
m
.a ELI
< CD;5 0
-0 - -n X
LL
CO F- 0 _j r
M Z
II
0) cc --j >
CCO"<
ZE
L F7
>
ILL
C3 C/)
a m
ELI 0
C11-
F:
Lt--
0
4 0 F
z CONCRETE APRON y
Lu
m PLAN
-4 m
O Ili Z
FLOW LINE TOP ELEVATION
U-
33"MIN. ALL SIZES DITCH GRADE
0 Lu
Z _j uj to 13" MIN.
Z a.
w
(L
cc m
a Ck. >
z
0 0 04 DO "G" BARS
I= CC Ii" . . a C) 0 6" CTS.
. m m " BARS
C3 - - H"H6 CUS
T_
-4
ro 4" MIN
M
z
<
LU F- �2'
-0
Cn " m >
cm -0 Z
m
(n F- Z L
_j -4
0 W
_nz111 -4 _<
oc 10 SEE NOTE
0 m
z SECTION X-X
0
0 >
SHEET 2 OF 2 SHEET I Of 2 1
840.17 840.171
z
00
GENERAL NOTES: F-
<
USE CLASS "B" CONCRETE THROUGHOUT. < < 3:
1­_
Z,=
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" " 0
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LE. _J
:2
0065M
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2- KEYWAY, OR #4 BAR DOWELS AT
12T CENTERS AS DIRECTED BY THE ENGINEER.
#4 BAR Lu < < U.- 3:
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
;z LL
F- I ­
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB il�
C/) F- U AS SHOWN ON STD. NO. 840.00.
AFL
WITH PIPE CROWNS MATCHING. 0 U) a
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), >
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
C:k
6- SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. UL!
(L
]IJ F:
I a
CHAMFER ALL EXPOSED CORNERS 1".
DOWEL -A DRAWING NOT TO SCALE.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
Lu
0.
>_
DITCH (L
CONCRETE 0
APRON ILL.
SEE DETAIL
0 Lu
CONCRETE APRON z _j ui
Z (L
4- SEALANT
"E" BARS
K 2" CL. "B"m_
/0-6 �CTS. CONCRETE
a C14
F im '-
AIRS
z cc
F" BARS 4" LU F-
@ 6" C ANCHOR
CONC. co
6" M 61, BAR X: *C C-4
-\\,- STEP STD. CO
840.66 F-4
4- CONIC. EXP. MAT.
DOWEL "A" WALL
---SEE NOTE 0 Lu
-7 z
E UJ
Lu
DETAIL
SECTION Y-Y
(APRON SUPPORT NOTCH) z
DITCH GRADE 0
0
1
1 GRATED D.I. ISHEET 1 OF
Fs4o. i 1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 213 x l�, corrugEttion
Diameter Minimum cover Maximum Halglit of Cover ffetil
(inches Inches (Ga) 16 14 10 8
2
12 12 204 256
15, 12 162 204
18 12 35 69 239
21 2 115 145 204
24 12 100 126 178
301 12 79 100 142
36 12 65 83 117 152
42 12 55 70 TOO V30 160
48 112 46 61 87 113 139
54 112 54 77 1100 123
60 12 69 90, ill
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE (Miniinurn fill): 2' for pipe diameters 12" and 60"
(Maximun fill) 20' for pipe diameters 24"
17' for pipe diameters �t 3,0" and 60"
PVC (Midmiumn rm)� 2' for p1pe UlTameiers a 12" and 36"
(Maximunin fill), 30' for pipe diameters 21 12" and 36"
FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM Or THE PAVEMENT STRUCTURE
Round Corrugated Aluminum Pipe
2 213 x 1�n corrugation
Diameter Minimum cover Maximum Height/ of Cover ifeet
16 14 12 10 a
Inche, (inches (Ga)
12 12 123 1155 218 281 344
15 12 98 123 174 224 275
18 2 81 102 144 187 228
21 12 619 37 23 160 195
24 12 60 76 tO8 13�9 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 so 74
60 12 50 132
66 1 2 51
72 12 4 1
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP AASHTO IM196
HOPE AASHTO M294
PVC ASTM F949 oirAASHTO M304
NOTES FILL HIE SHOWN WERE CALCULATED USING
IGHTS
AASHTO LRFC BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP (Minimi fjlj)� 1' for Class IV & CLASS V
2' for Class III & Class 11
(Maxinrum fill)� 10' - Class rl pipe RCP AASHTO M17O
20' - Class III pipe
30' - Class IV pipe
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
40' - Class V pipe
NOTES: FILL HEIGHTS SHOWN WERECALCULATEDUSING
(For Fills > 40' B. < 80' Ese ILRFD DIrect OrOslgn Method)
AASHTO LIFTED BRIDGE DESIGN SPECIFICATIONS
FILL HEIGHT IS MEASURED FROM "THE TOP OF "THE PIPE MTNIMUMCOVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
lb
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLAN
SECTION X-X
SECTION Y-Y
IL MANHOLE
E
C
L
- - Z.
A
-
pt;t-1 ,7
`c
M �, 7
(:3
3'L-4
SEE STANDARD 040.54
FOR MANHOLE COVER & FRAME LO 4 8177'1 111', PAI'
OPTIONAL TPACED 6
C. TO C.
BRICK MAY BE USED
To ADJUST FRAME &
D C VER TO SURFACE
ELEVA11ON MAX. I'
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
z CONCRETE APRON y
Lu
m PLAN
-4 m
O Ili Z
FLOW LINE TOP ELEVATION
U-
33"MIN. ALL SIZES DITCH GRADE
0 Lu
Z _j uj to 13" MIN.
Z a.
w
(L
cc m
a Ck. >
z
0 0 04 DO "G" BARS
I= CC Ii" . . a C) 0 6" CTS.
. m m " BARS
C3 - - H"H6 CUS
T_
-4
ro 4" MIN
M
z
<
LU F- �2'
-0
Cn " m >
cm -0 Z
m
(n F- Z L
_j -4
0 W
_nz111 -4 _<
oc 10 SEE NOTE
0 m
z SECTION X-X
0
0 >
SHEET 2 OF 2 SHEET I Of 2 1
840.17 840.171
z
00
GENERAL NOTES: F-
<
USE CLASS "B" CONCRETE THROUGHOUT. < < 3:
1­_
Z,=
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" " 0
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LE. _J
:2
0065M
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2- KEYWAY, OR #4 BAR DOWELS AT
12T CENTERS AS DIRECTED BY THE ENGINEER.
#4 BAR Lu < < U.- 3:
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
;z LL
F- I ­
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB il�
C/) F- U AS SHOWN ON STD. NO. 840.00.
AFL
WITH PIPE CROWNS MATCHING. 0 U) a
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), >
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
C:k
6- SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. UL!
(L
]IJ F:
I a
CHAMFER ALL EXPOSED CORNERS 1".
DOWEL -A DRAWING NOT TO SCALE.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
Lu
0.
>_
DITCH (L
CONCRETE 0
APRON ILL.
SEE DETAIL
0 Lu
CONCRETE APRON z _j ui
Z (L
4- SEALANT
"E" BARS
K 2" CL. "B"m_
/0-6 �CTS. CONCRETE
a C14
F im '-
AIRS
z cc
F" BARS 4" LU F-
@ 6" C ANCHOR
CONC. co
6" M 61, BAR X: *C C-4
-\\,- STEP STD. CO
840.66 F-4
4- CONIC. EXP. MAT.
DOWEL "A" WALL
---SEE NOTE 0 Lu
-7 z
E UJ
Lu
DETAIL
SECTION Y-Y
(APRON SUPPORT NOTCH) z
DITCH GRADE 0
0
1
1 GRATED D.I. ISHEET 1 OF
Fs4o. i 1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 213 x l�, corrugEttion
Diameter Minimum cover Maximum Halglit of Cover ffetil
(inches Inches (Ga) 16 14 10 8
2
12 12 204 256
15, 12 162 204
18 12 35 69 239
21 2 115 145 204
24 12 100 126 178
301 12 79 100 142
36 12 65 83 117 152
42 12 55 70 TOO V30 160
48 112 46 61 87 113 139
54 112 54 77 1100 123
60 12 69 90, ill
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE (Miniinurn fill): 2' for pipe diameters 12" and 60"
(Maximun fill) 20' for pipe diameters 24"
17' for pipe diameters �t 3,0" and 60"
PVC (Midmiumn rm)� 2' for p1pe UlTameiers a 12" and 36"
(Maximunin fill), 30' for pipe diameters 21 12" and 36"
FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM Or THE PAVEMENT STRUCTURE
Round Corrugated Aluminum Pipe
2 213 x 1�n corrugation
Diameter Minimum cover Maximum Height/ of Cover ifeet
16 14 12 10 a
Inche, (inches (Ga)
12 12 123 1155 218 281 344
15 12 98 123 174 224 275
18 2 81 102 144 187 228
21 12 619 37 23 160 195
24 12 60 76 tO8 13�9 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 so 74
60 12 50 132
66 1 2 51
72 12 4 1
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP AASHTO IM196
HOPE AASHTO M294
PVC ASTM F949 oirAASHTO M304
NOTES FILL HIE SHOWN WERE CALCULATED USING
IGHTS
AASHTO LRFC BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP (Minimi fjlj)� 1' for Class IV & CLASS V
2' for Class III & Class 11
(Maxinrum fill)� 10' - Class rl pipe RCP AASHTO M17O
20' - Class III pipe
30' - Class IV pipe
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
40' - Class V pipe
NOTES: FILL HEIGHTS SHOWN WERECALCULATEDUSING
(For Fills > 40' B. < 80' Ese ILRFD DIrect OrOslgn Method)
AASHTO LIFTED BRIDGE DESIGN SPECIFICATIONS
FILL HEIGHT IS MEASURED FROM "THE TOP OF "THE PIPE MTNIMUMCOVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
lb
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLAN
SECTION X-X
SECTION Y-Y
IL MANHOLE
E
C
L
- - Z.
A
-
pt;t-1 ,7
`c
M �, 7
(:3
3'L-4
SEE STANDARD 040.54
FOR MANHOLE COVER & FRAME LO 4 8177'1 111', PAI'
OPTIONAL TPACED 6
C. TO C.
BRICK MAY BE USED
To ADJUST FRAME &
D C VER TO SURFACE
ELEVA11ON MAX. I'
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
Z _j uj to 13" MIN.
Z a.
w
(L
cc m
a Ck. >
z
0 0 04 DO "G" BARS
I= CC Ii" . . a C) 0 6" CTS.
. m m " BARS
C3 - - H"H6 CUS
T_
-4
ro 4" MIN
M
z
<
LU F- �2'
-0
Cn " m >
cm -0 Z
m
(n F- Z L
_j -4
0 W
_nz111 -4 _<
oc 10 SEE NOTE
0 m
z SECTION X-X
0
0 >
SHEET 2 OF 2 SHEET I Of 2 1
840.17 840.171
z
00
GENERAL NOTES: F-
<
USE CLASS "B" CONCRETE THROUGHOUT. < < 3:
1­_
Z,=
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" " 0
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LE. _J
:2
0065M
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2- KEYWAY, OR #4 BAR DOWELS AT
12T CENTERS AS DIRECTED BY THE ENGINEER.
#4 BAR Lu < < U.- 3:
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
;z LL
F- I ­
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB il�
C/) F- U AS SHOWN ON STD. NO. 840.00.
AFL
WITH PIPE CROWNS MATCHING. 0 U) a
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), >
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
C:k
6- SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. UL!
(L
]IJ F:
I a
CHAMFER ALL EXPOSED CORNERS 1".
DOWEL -A DRAWING NOT TO SCALE.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
Lu
0.
>_
DITCH (L
CONCRETE 0
APRON ILL.
SEE DETAIL
0 Lu
CONCRETE APRON z _j ui
Z (L
4- SEALANT
"E" BARS
K 2" CL. "B"m_
/0-6 �CTS. CONCRETE
a C14
F im '-
AIRS
z cc
F" BARS 4" LU F-
@ 6" C ANCHOR
CONC. co
6" M 61, BAR X: *C C-4
-\\,- STEP STD. CO
840.66 F-4
4- CONIC. EXP. MAT.
DOWEL "A" WALL
---SEE NOTE 0 Lu
-7 z
E UJ
Lu
DETAIL
SECTION Y-Y
(APRON SUPPORT NOTCH) z
DITCH GRADE 0
0
1
1 GRATED D.I. ISHEET 1 OF
Fs4o. i 1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 213 x l�, corrugEttion
Diameter Minimum cover Maximum Halglit of Cover ffetil
(inches Inches (Ga) 16 14 10 8
2
12 12 204 256
15, 12 162 204
18 12 35 69 239
21 2 115 145 204
24 12 100 126 178
301 12 79 100 142
36 12 65 83 117 152
42 12 55 70 TOO V30 160
48 112 46 61 87 113 139
54 112 54 77 1100 123
60 12 69 90, ill
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE (Miniinurn fill): 2' for pipe diameters 12" and 60"
(Maximun fill) 20' for pipe diameters 24"
17' for pipe diameters �t 3,0" and 60"
PVC (Midmiumn rm)� 2' for p1pe UlTameiers a 12" and 36"
(Maximunin fill), 30' for pipe diameters 21 12" and 36"
FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM Or THE PAVEMENT STRUCTURE
Round Corrugated Aluminum Pipe
2 213 x 1�n corrugation
Diameter Minimum cover Maximum Height/ of Cover ifeet
16 14 12 10 a
Inche, (inches (Ga)
12 12 123 1155 218 281 344
15 12 98 123 174 224 275
18 2 81 102 144 187 228
21 12 619 37 23 160 195
24 12 60 76 tO8 13�9 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 so 74
60 12 50 132
66 1 2 51
72 12 4 1
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP AASHTO IM196
HOPE AASHTO M294
PVC ASTM F949 oirAASHTO M304
NOTES FILL HIE SHOWN WERE CALCULATED USING
IGHTS
AASHTO LRFC BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP (Minimi fjlj)� 1' for Class IV & CLASS V
2' for Class III & Class 11
(Maxinrum fill)� 10' - Class rl pipe RCP AASHTO M17O
20' - Class III pipe
30' - Class IV pipe
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
40' - Class V pipe
NOTES: FILL HEIGHTS SHOWN WERECALCULATEDUSING
(For Fills > 40' B. < 80' Ese ILRFD DIrect OrOslgn Method)
AASHTO LIFTED BRIDGE DESIGN SPECIFICATIONS
FILL HEIGHT IS MEASURED FROM "THE TOP OF "THE PIPE MTNIMUMCOVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
lb
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLAN
SECTION X-X
SECTION Y-Y
IL MANHOLE
E
C
L
- - Z.
A
-
pt;t-1 ,7
`c
M �, 7
(:3
3'L-4
SEE STANDARD 040.54
FOR MANHOLE COVER & FRAME LO 4 8177'1 111', PAI'
OPTIONAL TPACED 6
C. TO C.
BRICK MAY BE USED
To ADJUST FRAME &
D C VER TO SURFACE
ELEVA11ON MAX. I'
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
z
00
GENERAL NOTES: F-
<
USE CLASS "B" CONCRETE THROUGHOUT. < < 3:
1­_
Z,=
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" " 0
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LE. _J
:2
0065M
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2- KEYWAY, OR #4 BAR DOWELS AT
12T CENTERS AS DIRECTED BY THE ENGINEER.
#4 BAR Lu < < U.- 3:
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
;z LL
F- I ­
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB il�
C/) F- U AS SHOWN ON STD. NO. 840.00.
AFL
WITH PIPE CROWNS MATCHING. 0 U) a
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), >
840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN).
C:k
6- SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. UL!
(L
]IJ F:
I a
CHAMFER ALL EXPOSED CORNERS 1".
DOWEL -A DRAWING NOT TO SCALE.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
IS 12 FEET.
Lu
0.
>_
DITCH (L
CONCRETE 0
APRON ILL.
SEE DETAIL
0 Lu
CONCRETE APRON z _j ui
Z (L
4- SEALANT
"E" BARS
K 2" CL. "B"m_
/0-6 �CTS. CONCRETE
a C14
F im '-
AIRS
z cc
F" BARS 4" LU F-
@ 6" C ANCHOR
CONC. co
6" M 61, BAR X: *C C-4
-\\,- STEP STD. CO
840.66 F-4
4- CONIC. EXP. MAT.
DOWEL "A" WALL
---SEE NOTE 0 Lu
-7 z
E UJ
Lu
DETAIL
SECTION Y-Y
(APRON SUPPORT NOTCH) z
DITCH GRADE 0
0
1
1 GRATED D.I. ISHEET 1 OF
Fs4o. i 1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 213 x l�, corrugEttion
Diameter Minimum cover Maximum Halglit of Cover ffetil
(inches Inches (Ga) 16 14 10 8
2
12 12 204 256
15, 12 162 204
18 12 35 69 239
21 2 115 145 204
24 12 100 126 178
301 12 79 100 142
36 12 65 83 117 152
42 12 55 70 TOO V30 160
48 112 46 61 87 113 139
54 112 54 77 1100 123
60 12 69 90, ill
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE (Miniinurn fill): 2' for pipe diameters 12" and 60"
(Maximun fill) 20' for pipe diameters 24"
17' for pipe diameters �t 3,0" and 60"
PVC (Midmiumn rm)� 2' for p1pe UlTameiers a 12" and 36"
(Maximunin fill), 30' for pipe diameters 21 12" and 36"
FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM Or THE PAVEMENT STRUCTURE
Round Corrugated Aluminum Pipe
2 213 x 1�n corrugation
Diameter Minimum cover Maximum Height/ of Cover ifeet
16 14 12 10 a
Inche, (inches (Ga)
12 12 123 1155 218 281 344
15 12 98 123 174 224 275
18 2 81 102 144 187 228
21 12 619 37 23 160 195
24 12 60 76 tO8 13�9 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 so 74
60 12 50 132
66 1 2 51
72 12 4 1
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP AASHTO IM196
HOPE AASHTO M294
PVC ASTM F949 oirAASHTO M304
NOTES FILL HIE SHOWN WERE CALCULATED USING
IGHTS
AASHTO LRFC BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP (Minimi fjlj)� 1' for Class IV & CLASS V
2' for Class III & Class 11
(Maxinrum fill)� 10' - Class rl pipe RCP AASHTO M17O
20' - Class III pipe
30' - Class IV pipe
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
40' - Class V pipe
NOTES: FILL HEIGHTS SHOWN WERECALCULATEDUSING
(For Fills > 40' B. < 80' Ese ILRFD DIrect OrOslgn Method)
AASHTO LIFTED BRIDGE DESIGN SPECIFICATIONS
FILL HEIGHT IS MEASURED FROM "THE TOP OF "THE PIPE MTNIMUMCOVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
lb
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLAN
SECTION X-X
SECTION Y-Y
IL MANHOLE
E
C
L
- - Z.
A
-
pt;t-1 ,7
`c
M �, 7
(:3
3'L-4
SEE STANDARD 040.54
FOR MANHOLE COVER & FRAME LO 4 8177'1 111', PAI'
OPTIONAL TPACED 6
C. TO C.
BRICK MAY BE USED
To ADJUST FRAME &
D C VER TO SURFACE
ELEVA11ON MAX. I'
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DITCH (L
CONCRETE 0
APRON ILL.
SEE DETAIL
0 Lu
CONCRETE APRON z _j ui
Z (L
4- SEALANT
"E" BARS
K 2" CL. "B"m_
/0-6 �CTS. CONCRETE
a C14
F im '-
AIRS
z cc
F" BARS 4" LU F-
@ 6" C ANCHOR
CONC. co
6" M 61, BAR X: *C C-4
-\\,- STEP STD. CO
840.66 F-4
4- CONIC. EXP. MAT.
DOWEL "A" WALL
---SEE NOTE 0 Lu
-7 z
E UJ
Lu
DETAIL
SECTION Y-Y
(APRON SUPPORT NOTCH) z
DITCH GRADE 0
0
1
1 GRATED D.I. ISHEET 1 OF
Fs4o. i 1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 213 x l�, corrugEttion
Diameter Minimum cover Maximum Halglit of Cover ffetil
(inches Inches (Ga) 16 14 10 8
2
12 12 204 256
15, 12 162 204
18 12 35 69 239
21 2 115 145 204
24 12 100 126 178
301 12 79 100 142
36 12 65 83 117 152
42 12 55 70 TOO V30 160
48 112 46 61 87 113 139
54 112 54 77 1100 123
60 12 69 90, ill
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE (Miniinurn fill): 2' for pipe diameters 12" and 60"
(Maximun fill) 20' for pipe diameters 24"
17' for pipe diameters �t 3,0" and 60"
PVC (Midmiumn rm)� 2' for p1pe UlTameiers a 12" and 36"
(Maximunin fill), 30' for pipe diameters 21 12" and 36"
FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM Or THE PAVEMENT STRUCTURE
Round Corrugated Aluminum Pipe
2 213 x 1�n corrugation
Diameter Minimum cover Maximum Height/ of Cover ifeet
16 14 12 10 a
Inche, (inches (Ga)
12 12 123 1155 218 281 344
15 12 98 123 174 224 275
18 2 81 102 144 187 228
21 12 619 37 23 160 195
24 12 60 76 tO8 13�9 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 so 74
60 12 50 132
66 1 2 51
72 12 4 1
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP AASHTO IM196
HOPE AASHTO M294
PVC ASTM F949 oirAASHTO M304
NOTES FILL HIE SHOWN WERE CALCULATED USING
IGHTS
AASHTO LRFC BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP (Minimi fjlj)� 1' for Class IV & CLASS V
2' for Class III & Class 11
(Maxinrum fill)� 10' - Class rl pipe RCP AASHTO M17O
20' - Class III pipe
30' - Class IV pipe
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
40' - Class V pipe
NOTES: FILL HEIGHTS SHOWN WERECALCULATEDUSING
(For Fills > 40' B. < 80' Ese ILRFD DIrect OrOslgn Method)
AASHTO LIFTED BRIDGE DESIGN SPECIFICATIONS
FILL HEIGHT IS MEASURED FROM "THE TOP OF "THE PIPE MTNIMUMCOVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
lb
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLAN
SECTION X-X
SECTION Y-Y
IL MANHOLE
E
C
L
- - Z.
A
-
pt;t-1 ,7
`c
M �, 7
(:3
3'L-4
SEE STANDARD 040.54
FOR MANHOLE COVER & FRAME LO 4 8177'1 111', PAI'
OPTIONAL TPACED 6
C. TO C.
BRICK MAY BE USED
To ADJUST FRAME &
D C VER TO SURFACE
ELEVA11ON MAX. I'
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
z cc
F" BARS 4" LU F-
@ 6" C ANCHOR
CONC. co
6" M 61, BAR X: *C C-4
-\\,- STEP STD. CO
840.66 F-4
4- CONIC. EXP. MAT.
DOWEL "A" WALL
---SEE NOTE 0 Lu
-7 z
E UJ
Lu
DETAIL
SECTION Y-Y
(APRON SUPPORT NOTCH) z
DITCH GRADE 0
0
1
1 GRATED D.I. ISHEET 1 OF
Fs4o. i 1
FLEXIBLE PIPE
Round Corrugated Steel Pipe
2 213 x l�, corrugEttion
Diameter Minimum cover Maximum Halglit of Cover ffetil
(inches Inches (Ga) 16 14 10 8
2
12 12 204 256
15, 12 162 204
18 12 35 69 239
21 2 115 145 204
24 12 100 126 178
301 12 79 100 142
36 12 65 83 117 152
42 12 55 70 TOO V30 160
48 112 46 61 87 113 139
54 112 54 77 1100 123
60 12 69 90, ill
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE (Miniinurn fill): 2' for pipe diameters 12" and 60"
(Maximun fill) 20' for pipe diameters 24"
17' for pipe diameters �t 3,0" and 60"
PVC (Midmiumn rm)� 2' for p1pe UlTameiers a 12" and 36"
(Maximunin fill), 30' for pipe diameters 21 12" and 36"
FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM Or THE PAVEMENT STRUCTURE
Round Corrugated Aluminum Pipe
2 213 x 1�n corrugation
Diameter Minimum cover Maximum Height/ of Cover ifeet
16 14 12 10 a
Inche, (inches (Ga)
12 12 123 1155 218 281 344
15 12 98 123 174 224 275
18 2 81 102 144 187 228
21 12 619 37 23 160 195
24 12 60 76 tO8 13�9 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 so 74
60 12 50 132
66 1 2 51
72 12 4 1
FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP AASHTO IM196
HOPE AASHTO M294
PVC ASTM F949 oirAASHTO M304
NOTES FILL HIE SHOWN WERE CALCULATED USING
IGHTS
AASHTO LRFC BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP (Minimi fjlj)� 1' for Class IV & CLASS V
2' for Class III & Class 11
(Maxinrum fill)� 10' - Class rl pipe RCP AASHTO M17O
20' - Class III pipe
30' - Class IV pipe
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
40' - Class V pipe
NOTES: FILL HEIGHTS SHOWN WERECALCULATEDUSING
(For Fills > 40' B. < 80' Ese ILRFD DIrect OrOslgn Method)
AASHTO LIFTED BRIDGE DESIGN SPECIFICATIONS
FILL HEIGHT IS MEASURED FROM "THE TOP OF "THE PIPE MTNIMUMCOVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
lb
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLAN
SECTION X-X
SECTION Y-Y
IL MANHOLE
E
C
L
- - Z.
A
-
pt;t-1 ,7
`c
M �, 7
(:3
3'L-4
SEE STANDARD 040.54
FOR MANHOLE COVER & FRAME LO 4 8177'1 111', PAI'
OPTIONAL TPACED 6
C. TO C.
BRICK MAY BE USED
To ADJUST FRAME &
D C VER TO SURFACE
ELEVA11ON MAX. I'
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
HEFT 3 OF 9
300.01
C51AMFER ALL EXPOSED CORNERS i".
USE CLASS "B"' CONCRETE THROUGHOU1.
GENERAL NOTES:
OPTIONAL CONSTRUCTION - MONOLLTHIG POUR, 2"KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED By THE ENGINEER.
IE R CONSTRUCT 0 0 US FO MS 10 CON TRU T THE 9 FT M SLAB.
is scr OF' BOX,
IF REINFORCED CONCRETE PIPE IN RASE SLAB
ADD TO BASE AS SHOWN ON STANDARD 11 840.0:0.
PROVIDE ALL JUNCTION BOXES, OVER 3'-6" IN TIEPIN WITH STEPS
$2" ON CENTERS IN ACCORDANCE Ai SiiD. NO. 8,10.66.
ADJUST THE STEEL,, CONCRETE AND BRICK MASONRY QUANTITIES
TO DNGI UIFTF IHF ADDITION OF THE MANHOI F (1 E. DfAGONAI BARS
SHORIENED AROUND OPENING IN Top SLAB, ADDITIONAL VARIABLE
WEIGHS "tCK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS SIFILYCIUME FROM FOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
E4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE,
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
DARS, "A'
"FOP SLAB
DIMENSIONS
CUBIC YAHDS
IN BOX
TOTAL OUANTITIES
BOX AND SLASS
DEDUCTIOn5 FOR ONE
PIPE CU. WIS.
0
I P11
A
_01"
B
21-1ll
H
NO.
12
LENGTH
21-91,
E
3'-0"
F
3' Gar
rop
SLAB
0.167
801 TOM
SLAB
0. 167
NALLi
FT. OF HT.
0. 1651
LEE.
REINF
22
CU. YDS
.11
MIN. "IN
0.750
C. S.
O�.015
H.C.
0.024
15
2'-8
2-3"
2 B"'
12
'3 -0
3'-3"
S-3"
0. 196
G. t96
0.204
24
0.902
0.023
0.036
16
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............
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.... ......... ....... ............................
I 0
2'-,9
"
4
IS
3'-3"
_g"
4'- 0:
F 37-61
............. "I'l""I'll""I'll'll""I'll""I'll",'llI
4'-0"
0.227
.
0.296
0.227
..........................................................
0. 2%
0. 222
.
o.PE,9
[ ";D
. .............................................................
40
1 .0165
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0.033,
- =09
0, .............
0.0816
30"
3'- 6
T- 1
18
4'- 3
4'- 6
4'-6"
0.375
0�.375
G.296
51
1.860
0.092 '
1 0.127
36"
4'-0'
I'll 4 1�11 -0 1
4'- 3
20
4'- 9
51-01,
51-oll
0.463
0.463
0.111,33
64
2.341
0.13
0. 178
42''
4'- 6
4'-
4'- 9
22
5, -31.
5'-G"
5 _(31
Or. 56 0
0.560
0.37D
77
2.878
0.180
0.24,3
48
5'- 4
5'-4"
5�-3"
26
6-3'
W-4"
6�'-4"
0.743
0.743
O.4DT
ill
3.623
C.235
0.317
PA�
6'-7'
6'. 1 01'
1
0.865
01.8165
0.444
126
13
1 O�. 297
0. 40
-
0-589
X
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CO w
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cc:
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rr
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840.31
M NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. -0
.1 --1 STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED F-<
F-NTHE ENGINEER WITH DETAILS OF E PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. 'SHE <<R
m CD C) 1I­
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PLAN SIDE
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12"
ELEVATION NOTE:
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STEEL ROD SANITARY SEWER MANHOLES. SHEET I OF 1
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: MSK
APPROVED: MSK
SCALE: NTS
z
0
W
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CL
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w
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uj
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uj
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CL

2'-0" D W T AS m 0
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USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL 5, <
< -
DO
CONCENTRIC
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS DIAMETER WALL TOP/BOTTOM AREA OF STEEL Cn C)
CD 0
> " c) CONE SECTION
C) Cj) ACCORDANCE WITH AASHT0 MISS. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. e-, 0 Tn
M --I M =
LL_ -1 E "
> ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SQ. IN.) 0005m:
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LU
M-n>>m <<0(D M-n>>m
4 4 6 0.12 m
m WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT m
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Z F ;z LLJ
Cl) LL 0 _j OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. F
0.18 1=0" <
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6 101 1� 0 ;z lic�
o TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS GRADE RING
MIN. AREA OF STEEL
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ECCENTRIC CONE
'D' + 2 'W w
m
1" MIN. ADDITIONAL 6" MAX. SPACING
W#4 REBAR �.F CIRCUM. R/F
:T
>
LOCATE WALL REINFORCEMENT
IN MIDDLE THIRD OF WALL v
m
6"---
#4 BARS "V' 6"
@ EQUAL SPACES
1 1�
3
J
R
R
py- - - - -
GO Go
ot A
<
m
-1
------ - *
as ca
m m
PLAN OF TOP SLAB
1Z 1- MIN. 0
USE MIN. AREA OF STEEL IN TOP LL
CLR'
SLAB OF #4'S @ 8" CTS.
Zi IEACHWAY/EACH FACE STEP STD. to z 1-1
84-0.66
Z cr) _..A CD
w
FLAT TOP SLAB AS 0 (L
(CIRCUMFERENTIAL
6-_ FE-1 #8"W" BARS
cp FRAME AND GRATES STD. NO. REINFORCEMENT) CL
r z M co
T -4 #4 BARS "V"
m TRAFFIC BEARING 840.37 OC
> 0 v
ADDITIONAL #4 EACH X m m EQUAL SPACES
z LONGITUDINAL
4;h p SIDE OF OPENING (1" NONFFUNFFIC GEARING: 840.22 ADDITIONAL #4 EACH REINFORCEMENT (MIN. 0 Lo co
6 CLEAR OF BOTTOM FACE 840.24 SIDE OF OPENING (1" As lot c:
RISER 0.12 IN.2/FT.) I= >
o -P, PLACE BARS DIAGONAL 840.20 CLEAR OF BOTTOM FACE) < (31 m
GO Ul a W.29 0
TO CORNERS (TYP.) lull
"o.33 z #4 BARS
I - - . . C) 0 0 1wi, 1w, -0 -0 > Uj
mc
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SECTION R-R
-0 FRAME & GRATE to
Fi SEE STD. 840.54 04
FITz m
FOR MANHOLE MINIMUM DIMENSIONS AN
BASE z ch a)
RING AND COVER
_j DIMENSIONS OF BOX AND PIPE
Tn Tn
c!) PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT
Z a
m D0 m D A B C G H
REINFORCED CONC. LU
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to
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E MIN- AREA OF S REQUIRED)
_T m j7
IN BASE SLAB OF
0.12 in2 PER LINEAR Uj
- - - - - - - - - - - - -
9L
m FOOT EACH WAY
SHEET 1 OF 1 TYPICAL MANHOLE SECTION ISHEET I OF 1 SHEET 2 OF 2
840.52 GRATED INLET OPTION MANHOLE OPTION 1840.52 840.02
6" 6" 6or m
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ED KNOCK -OUT
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PANELS ARE SHOWN uj m -a Tn
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WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW
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1" MIN. CLR.
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TO REBARS)
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> 5 REBARS V.,
S 12" " "
12 CENTERS
05 REBARS
0 'ENTERS (TYP.)
TYPICAL
o,- 7
2o 211
E
D,
WAFFLE
, 7w, ADP-
WALL ISOMETRIC VIEW
LU
LL
Uj
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CC <
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CO in 0
G
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I GO GO
SECTION S-S
#4 BAR
L
L - _6
DOWEL
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 11
ELEV.- 6
USE ON FLAT
ER EXPANSION JOINT-/
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
A- 3'- Old I
S -0
EXPANSION JOINT- ;D
-
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
6"
8"
TOP
USE ON GRADES ELEV.
1
DEPRESSED GUTTER LINE
6'-0"
EXPANSION JOINT
MAX. r7
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
VER 2%
loll
D QUANTITIES FOR CONCRETE CATCH RASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
BARS-U
U
BARS-V
HARR -W
TOTAL
TOP
SLAB
BOTTOM
SLABHEIGHT,
TOT. CONC.
FOR MINIMA
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
C.M.
R. C.
12"
3'-0'
2'-2"
2'-9-
0.235
0.772
0.015
0.026
is,,
3'-0'
2'-2"
31 -0.
0.235
0.829
0.023
0.036
IS
W-V
2'-r
3-V
0.235
0.887
0.033
6.649
24"
3'-0'
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0'
2'-2"
3'-4"
4'-3"
1'-2"
4'-0"
4
V-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.0 92
0.127
36;;
1 S34l'
3'
�4
1"
3
31-91,
3
':F1';l
3
O.iIS
0.358
�3
10.318
1. 14
11
0.132
0.178
1?:;
4' -5"
5'-3'"
11-p"
1 ?
-
2'
3
2'.-9
2
1
11. 38
:
-
0.180
0.243
48"
3'-0'
2'-2"
1 5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
12'-11"1
35
1 0.145
10.352
12.052
0.235
0.317
1 54"
3'-0"
2'-2"
1 5'-7"
6'-3"
2'-7"
1 3'-2"
1 4
12'-10"1
5
12'-11"�
3
12'-11"1
41
1 0.180
10.386
12.387
0.297
0.401
43"
F
B
PLAN
FRAME,GRATE, & HOOD ASS'Y
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RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
I 840.02
I 840.14
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SECTION 'C-C' SECTION SOLID WALL ISOMETRIC 840.4511 jQAO.O3
GENERAL NOTES: z 0 m
OPENING SHALL BE OR 0 U) - "a
w + 1 -0
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED F-
<
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13, < �t 3: 0 c>0
. #4 REBARS
cc Z==c P4xI
5 6" CENTERS 7T1
840.14, 840.15, 840.17, 840.16, 840.19, 840.26, o-4 elli CD IF
co N Q rn Z
LL _j ELL "
840.27, 840.28, 840.31, 840.32 AND 840.41. 1 10"i *-.1 -4
oocn= 0 =
* INSTALL PRECAST DRAINAGE STRUCTURES AND PAY cc z > m
#5, BARS LU C9.
@ OPENING c-) 0
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. cr =WOO
s STEPS Cf " "Of -n x NV
* DO NOT PLACE PRECAST DRAINAGE STRUCTURES = ­- W r-
ac 6 " =
SECTION 'C 01" 9
0 __j W
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. #5 BARS
!R; 0 U)
C I Z, �-A USE 4000 PSI CONCRETE. OPENINGe1C_U
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR IL �­4 _!1_
m 0` __LL
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. w
0 E L:
r LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
STRUCTURE TO 10'-0", LIMIT SOLID WALL STRUCTURE
TO 15'-0".
0 F7-:
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH C"CR E�l EL
z
OSHA STANDARD 1926.704.
Uj
CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB - , , " v - , 1.
F"
REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES cc m m
SO THAT PIPES ENTER THROUGH THE '.1c c) I— LzA
LL L)
-1 17-
KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH v v CORNER CUT DETAIL k-j 33" mm,
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THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF V OF D WALL BOX z to 13" 1
MUI
WALL IS PROVIDED ABOVE THE HOLE. P.
to o
ALL ELEMENTS PRECAST TO MEET ASTM C913. <
6" C OR 'W' -4
1 -1 ­ n
:11 1
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE z
OR BRICK IN ACCORDANCE WITH STANDARD 840.25. Uj
N4 REBARS <
9_ 6" CINTIRS 9
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH It
I CLR REBARS 'co = C/) :0
\_ # I�L Uj -4
STEPS AS DIRECTED BY THE ENGINEER. ill L-41-1 17 4 MIN
6 CENTERS
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONGCLR z 0 m -0
< Z =1 x
SAME AREA OF STEEL IS PROVIDED. AS THE ul P4 >
_j
SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL <II
BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, Qc m
M m
6 - BUTYL
z
AASHTO M-196, TYPE RUBBER. 6 I
< LU
LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR . A l
%. 0 0
DIMENSIONS OF 5'-0" Y 5".0". CC LU
THE OUTSIDE PIPE DIAMETER PLUS 2 OR THE OPENING
M
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE IL m SEE NCIE
SIZE WHICHEVER IS GREATER. 6 6"
USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. >
REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
OPTIONAL JOINT DETAILS ISHEET 2 OF 2 'EHEE'T I OF,
1840.45 1840.1
y
I.P LAN
11 ­­_
e �-TOP ELEVINTION
ALL 9L7.F_S _01=1 GRADE
Low- L Liw- M j
FRAME PLAN
3'-OT'8"
R --1*-
rr
7
1-6"1 2`-0"
1/2
161
1 rr 4% 3/4
3/A
v
R
HOOD ELEVATION SECTION - RR 840 031840 03
Y_
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
'"WEEP HOLES
ELEVATION
840.16 FRAME
kTE
3EE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REI
NFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2 WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
#4 BAR
Er
DOWEL
MAX. PIPE THIS SIDE - 18"
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
OMRETE
FOR MINIMUM
wIGHT' H
C.M.
B.C.
12"
3'-0"
2'-0"
2'-0
0.222
0.222
0.592
0.015
0.02
15"
e
2-3
0.648
0.023
0.036
_#
18"
2'-6"
-
I /
0.703
0.033
0.049
24"f
7z
T-O"
0.814
0.059
0.085
1 30"
1 2'-0"
3'-6"
0.222
1 0.222
0.925
1 0.092
0.127
DETAIL SHOWING TYPES OF GRATES
TYPE "Go' TYPE FlEll TYPE Flo
T7 11,
USE ACCORDING TO WATER FLOW.
-
7
WATER FLOW SAG WATER FLOW
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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PROVIDE ALL. mUlmo 043P INLE�IS OVER 3-1- IN D-P'Tfi VdTN c�TEP'g r�" �F �0 DICHCPADE
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511 STANDARD DIAVaNI OAO.?$ FOR Ar1X-MtV1 0- rVAMCS 00 $$ATIS rRoUGH DOWEL'C'--_;�4
OKAAFER ALL EXfDE12P� T�M`42R$ I", DOWEL 84,B' OR B'A PART SECTION U-U
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0.855
0.897 1.$44
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0,074
0.149
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C.296 C.37010
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mmNsIoNs or DU AND PLPE
US STEEL - V
3EINFOR P0 4 FjNRS
CU caw. IN Box
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SPAN
WIDTH
SPM WIDTH wmr
BARS E
BARD F
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TOTAL
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JOB NO: J-27842.0002
DATE: 01/06/21
DRAWN: KSC
DESIGNED: DAC
REVIEWED: IVISK
APPROVED:IVISK
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L2"x2"xI/4" GALV.
STEEL ANGLE (TYP)
WELDED FRAME FOR
BAR GRATE PANELS
n
70•
FRAME BOLTED TO
TOP OF CONCRETE
STORM BOX WITH
60"X60" INSIDE
AND
72"X72" OUTSIDE
DIMENSIONS
72"
N
r-
L2"x2"x1/4" GALVANIZED ANGLE
OVERLAPPED AND BOLTED TO
RESTRAIN BAR GRATE AND AND
STILL ALLOW REMOVAL
4" x I" GALVANIZED HEXHEAD
OLT WASHERS & NUT
ACK- WELD NUT TO BACK SIDE
61" x 61" LOWER WELDED
FRAME L2"x2"xI/4"
OTY=1 GALVANIZED ANGLE
5/16" HOLES 72" x 72"
FOR CONC. ANCHOR I"x3" GALV. STEEL OR 1/4"x4" GALV. STEEL
BOLTS (TYP) ALUMINUM BAR GRATE CONCRETE EXPANSION BOLT
FRAME & BAR GRATE CONSTRUCTION BAR GRATE INSTALLATION
N.T.S. N.T.S.
EXPANDED METAL GRATE TRASH RACK FOR RISER
NOT TO SCALE
PROVIDE
WATERTIGHT
CONNECTION
12" THICK MIN.
CAST -IN -PLACE OR PRECAST
CONCRETE COLLAR
(MIN. 2000 PSI)
ANTI -SEEP
COLLAR SPECIFICATIONS
RISER TO
PIPE
ID
S
NO. OF
FIRST
(IN) N)
(IN)
COLLARS
COLLAR
(FT)
WET POND
42
78
1
25
03
NOTES:
1. ALL COLLARS SHALL BE INSTALLED TO BE
WATER -TIGHT.
2. COLLAR DIMENSIONS TO EXTEND 18" (MIN) BEYOND
SPECIFIED PIPE DIAMETER ON ALL SIDES.
3. FIRST ANTI -SEEP COLLAR TO BE LOCATED SLIGHTLY
DOWNSTREAM OF DAM CENTER LINE.
ANTI -SEEP COLLAR
NOT TO SCALE
COMPACTED SOIL (CLAY) LINER
SPECIFICATIONS
THE BMP POND SHALL INCLUDE A COMPACTED
SOIL LINER. THE EARTHWORK CONTRACTOR SHALL
FURNISH ALL LABOR, MATERIAL, SUPERVISION, AND
EQUIPMENT TO COMPLETE THE COMPACTED SOIL
LINER FOR THE POND INCLUDING THE FOLLOWING
OPERATIONS: HAULING, SIEVING, RAKING, DISCING,
COMPACTING, DRYING, WETTING, REMOVAL OF
RAINWATER, REMOVAL OF ALL PREVIOUSLY PLACED
MATERIAL RENDERED UNSUITABLE DUE TO
WEATHER CONDITIONS OR CONSTRUCTION
OPERATIONS, FINAL GRADING AND SEALING, AND
ALL NECESSARY AND INCIDENTAL ITEMS AS
DETAILED OR REQUIRED TO COMPLETE THE
COMPACTED LINER.
SOIL LINER FILL MATERIALS ARE POTENTIALLY
ON -SITE. ON -SITE SOILS THAT MEET THE
FOLLOWING REQUIREMENTS SHALL BE CLASSIFIED
AS SOIL LINER FILL MATERIAL AND MAY BE USED
IN THE CONSTRUCTION OF THE COMPACTED SOIL
LINER:
1. LIQUID LIMIT, PLASTICITY INDEX, AND PERCENT
PASSING THE NO. 200 SIEVE WILL BE
CONSIDERED FOR PROPER CLASSIFICATION. THE
SOIL LINER MATERIAL SHALL HAVE A PLASTICITY
INDEX GREATER THAN 20 OR AS SUBSEQUENTLY
SPECIFIED BASED ON LABORATORY TESTING, AND
HAVE A SOIL PERMEABILITY OF 1 E-5 CM/SEC
OR SLOWER AS DETERMINED BY SOIL
PERMEABILITY (ASTM D5084).
2. SOIL LINER FILL MATERIALS SHALL BE
REASONABLY FREE OF GYPSUM, FERROUS,
AND/OR CALCAREOUS CONCRETIONS AND
NODULES OR OTHER DELETERIOUS SUBSTANCES.
SOIL LINER MATERIAL SHALL BE RAKED OR
SIEVED BY THE EARTHWORK CONTRACTOR, IF
NECESSARY, TO REMOVE ALL AGGREGATE
GREATER THAN 1 INCH IN DIAMETER. NO MORE
THAN 5 PERCENT OF THE SOIL LINER FILL
MATERIAL SHOULD BE RETAINED IN THE NO. 4
SIEVE.
3. PRIOR TO COMPACTION, ALL CLAY CLODS WILL
BE BROKEN DOWN WITH TILLERS AND/OR DISCS
TO PROVIDE A HOMOGENEOUS CLAY SOIL THAT
IS FREE OF CLAY CLODS LARGER THAN 2
INCHES IN DIAMETER.
CONSTRUCTION
1. CONSTRUCTION METHODS, SAMPLING AND
TESTING WILL BE RECOMMENDED BY THE
GEOTECHNICAL. TYPICAL TESTS TO BE INCLUDED
ARE MOISTURE CONTENT, IN -PLACE DENSITY,
ATTERBERG LIMITS AND PERMEABILITY TESTING..
2. PRIOR TO SOIL LINER PLACEMENT, THE
PREPARED SUBGRADE SHALL BE PROOFROLLED
WITH A LOADED DUMP TRUCK (MIN. 20 TONS)
OR SIMILAR RUBBER TIRED PNEUMATIC VEHICLE,
A MINIMUM OF TWO PASSES IN EACH DIRECTION.
3. LOOSE SOIL LINER FILL LIFT THICKNESS, PRIOR
TO COMPACTION, SHALL BE A MAXIMUM OF 6
INCHES. THINNER LIFTS ARE PERMISSIBLE TO
ACHIEVE DESIGN GRADE AND/OR SOIL LINER
PROPERTY SPECIFICATIONS.
4. EQUIPMENT OR TRUCK TRAFFIC SHALL NOT BE
PERMITTED DURING THE PERIOD BETWEEN
SCARIFYING AND COMPACTION OF A LIFT UNLESS
APPROVED BY THE ENGINEER.
5. SOIL LINER FILL SHALL NOT BE PLACED OR
COMPACTED DURING SUSTAINED PERIODS OF AIR
TEMPERATURES BELOW 32 DEGREES F. IF THE
SOIL LINER FILL FREEZES OR ICES THE FILL
SECTION SHALL BE RE -SCARIFIED AND
RE -COMPACTED.
6. THE COMPACTED SOIL LINER SHALL BE
CONSTRUCTED TO THE MINIMUM THICKNESS
SPECIFIED BY THE PROJECT PLANS.
7. AFTER COMPLETION OF A SEGMENT OF
COMPACTED SOIL LINER, BUT BEFORE
INSTALLATION OF THE TOPSOIL PROTECTIVE
LAYER, THE SURFACE OF THE SOIL LINER SHALL
BE SURVEYED BY THE CONTRACTOR TO ENSURE
THE SPECIFIED THICKNESS OF COMPACTED SOIL
LINER.
SAFETY FENCE
(ALONG PERIMETER)
MINIMUM MAINTENANCE SCHEDULE
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING
RAINFALL EVENT AND AT LEAST MONTHLY:
1.1 INSPECT THE DETENTION BASIN SYSTEM
FOR SEDIMENT ACCUMULATION, EROSION, TRASH
ACCUMULATION, VEGETATED COVER, AND
GENERAL CONDITION.
1.2 CHECK AND CLEAR THE ORIFICE OF ANY
OBSTRUCTIONS THAT WOULD INTERFERE WITH
THE DRAW DOWN
OF THE TEMPORARY POOL AS DESIGNED.
2. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED
THE EMBANKMENT AS NECESSARY TO MAINTAIN
GOOD VEGETATIVE COVER. MOW VEGETATIVE
COVER ON EMBANKMENT TO MAINTAIN A
MAXIMUM HEIGHT OF SIX INCHES, REMOVE
TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM
(I.E. CATCH BASINS, PIPING, SWALES, RIP RAP,
ETC.) QUARTERLY TO MAINTAIN PROPER
FUNCTIONING.
4. REMOVE WOODY VEGETATION NOT PART OF THE
APPROVED PLAN ALONG THE DAM EMBANKMENT.
5. REMOVE ACCUMULATED SEDIMENT FROM THE WET
DETENTION BASIN SYSTEM SEMI-ANNUALLY OR
WHEN THE DEPTH IS REDUCED TO 75% OF THE
ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT
SHALL BE DISPOSED OF IN AN APPROPRIATE
MANNER AND SHALL BE HANDLED IN A MANNER
THAT WILL NOT ADVERSELY IMPACT WATER
QUALITY (I.E. STOCKPILING NEAR A WET
DETENTION BASIN OR STREAM, ETC.).
6. PERFORM ANNUAL INSPECTION OF THE BASIN
(ANNUAL INSPECTION REPORTS TO BE KEPT BY
THE OWNER). PRIOR TO INSPECTION NOTIFICATION
MUST BE GIVEN TO STORM WATER SERVICES.
NOTE
THE PRECAST MANUFACTURER IS TO PREPARE AND
SUBMIT TO THE ENGINEER DESIGN DETAILS AND
CALCULATIONS FOR THE STRUCTURES SHOWN
BASED ON THE DESIGN CRITERIA SPECIFIED. THE
DESIGN SHALL BE PERFORMED UNDER THE DIRECT
SUPERVISION AND SEALED BY A PROFESSIONAL
ENGINEER REFEREED IN THE STATE OF NORTH
CAROLINA EXPERIENCED IN THE DESIGN OF
PRECAST CONCRETE. THE DESIGN SHALL INCLUDE
PROVISION S FOR HANDLING STRESSES AND
CONSTRUCTION LOADS. REPRODUCED COPIES OF
ASTM C789 "STANDARD SPECIFICATIONS FOR
PRECAST REINFORCED CONCRETE BOX SECTIONS
FOR CULVERTS, STORM DRAINS, AND SEWERS" WILL
NOT BE ACCEPTED AS A SUBSTITUTED FOR DESIGN.
EMBANKMENT CONSTRUCTION NOTES
GENERAL
1. THE POND AND DAM AREA SHALL BE CLEARED,
GRUBBED AND STRIPPED OF ALL VEGETATIVE
MATERIAL AND TOPSOIL PRIOR TO DAM
CONSTRUCTION, THE DISPOSAL OF TREES,
STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE
MATERIAL, ETC. SHALL NOT BE PERMITTED IN
THE DAM OR POOL AREA OF THE POND. WHEN
BLASTING IS USED TO REMOVE ROCK FROM THE
POOL AREA, THE BLASTED AREA SHALL BE
OVER -EXCAVATED TO A DEPTH OF AT LEAST
TWO FEET (2) BELOW FINISH GRADE AND
BROUGHT BACK TO FINISH GRADE WITH CLEAN
RELATIVELY IMPERVIOUS SOIL MATERIAL
COMPACTED IN PLACE.
EARTH FILL DAMS
1. SOIL MATERIALS USED FOR EARTH FILL WHICH
ARE HIGHLY PERMEABLE OR WHICH EXHIBIT
SIGNIFICANT.
2. EMBANKMENTS FILL MATERIAL TO BE COMPACTED
TO AT LEAST 95% STANDARD PROCTOR
COMPACTION.
3. SHRINKAGE SWELL, OR DISPERSION SHALL NOT
BE USED IN THE EMBANKMENT.
4. A CUTOFF TRENCH (CORE TRENCH) SHALL BE
PROVIDED WITH A MINIMUM WIDTH OF FIVE FEET
(5'). THE CENTERLINE OF THE CUTOFF TRENCH
SHALL NOT BE LOCATED DOWNSTREAM OF THE
INSIDE TOP OF SLOPE OF THE DAM. THE
CUTOFF TRENCH SHALL BE CAREFULLY
BACK -FILLED WITH HIGHLY IMPERMEABLE
MATERIAL AND COMPACTED TO AT LEAST
NINETY-FIVE PERCENT (95%) OF STANDARD
PROCTOR DENSITY.
5. THE MINIMUM TOP WIDTH OF THE DAM SHALL BE
TEN FEET (10') AND SLOPES SHALL NOT BE
STEEPER THAN 2:1 (TWO HORIZONTAL TO ONE
VERTICAL) ON THE DAM OR EMBANKMENTS
AROUND THE POND.
6. ALL DISTURBED GROUND AREAS AND
EMBANKMENTS SURROUNDING THE POND SHALL
BE MECHANICALLY STABILIZED AND HAVE
PERMANENT GROUND COVER ESTABLISHED IN
ACCORDANCE WITH THE PERMANENT SEEDING
SCHEDULE.
EXPANDED METAL GRATE
TRASH RACK FOR RISER
(SEE DETAILS)
(CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
FOR APPROVAL BY THE ENGINEER)
SD OUTLET F
SECTION A -A
GENERAL NOTES:
EXPANDED METAL GRATE
TRASH RACK FOR RISER
(SEE DETAILS)
OUTLET PIPE
............................... 1
............. A
1
... ... ... ... ... ... I
WEIR OPENING
I
1 00
L I
1. OUTFALL STRUCTURE SHALL HAVE 6" THICK WALLS AND 10" THICK BOTTOM.
2. INSIDE DIMENSIONS OF OUTFALL STRUCTURE SHALL BE 5'x5'.
3. ENDS OF ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF STRUCTURE.
4. PIPE OPENING TO BE WATERTIGHT
CONTROL STRUCTURE
NOT TO SCALE
BMP DATA TABLE
POND
SPILLWAY
POND ELEVATIONS
ID
BOTTOM
TOP
DEPTH
LENGTH (FT)
ELEV.
PERM. POOL
10-YR ELEV.
25-YR ELEV.
50-YR ELEV.
WET POND 03
561
571
10
50
57050
565
56952
57022
570 64
STO
PON ID SECTIONAL VIEW
BASIN LENGTH (SEE PLAN)
10' MINIMUM_
RRN0FP R
NOF
TRASH RACK
TOP OF EMBANKMENT = 571
50-YR_WATER SURFACE ELEVATION = 570.64
_ _ _ EMERGENCY SPILLWAY = 570.5025-YR
_ _ _ _ _ _ _ _ _ _ _ _
WATER SURFACE ELEVATION 570.22
_ _ _ _ _
(SEE DETAIL)_
_ _ _ _ 10-YR WATER SURFACE ELEVATION = 569.52 _ _ _ _ _ _ _ _ _ _ _
_ _ -_
fEARTHEN
DAM
M'
RIPRAP
MIN. 2'
6' (TYP) I
-
BASIN
N INLET
STABIILIZATION
�-
r� �
ANTI -SEEP COLLPR
-
.. .. ...............................................................................................................................................................................................................................
..
'
:::::, NORMAL WATER = 565
rr.......................................................................................................................................................................................................................................................................................................................................................................................................................
caNrRaL
SEE DETAL.
�
u�wuw BEGET ..
E SHELF
....` ('�
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VEGET ATivF SHELF (SEE
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RIP - RAP APRON
) SL
6u SLOPE
SEDIMENT
FOREBAY
4' L AhE 4.iI I I
F R�BA�h'�ERM,' F(Yc,L DEr>rrl
F'6
6:1 SLOPE
(SEE DETAIL)
- - - - -
DETAIL)G
-
..,
BASIN BOTTOM = 561.00
...
-
, . - -
_ _ _ _ _ _ _ _ _ _ _ _ _ SEDIMENT STORAGE ELEV=560.50 _
- - -
FOREBAY EXIT
ELEV: 560.50 CLAY LINER BASIN BOTTOM SLOPE
RISER ANTI -FLOATATION (.,LA`.'.iS IV Ia%`P
FOREBAY ENTRANCE (0.5% MIN.)
(.)1...ITLFT PIPE WITH
ELEV: 560.00
DUCTILE IRON MAINTENANCE WATERTIGHT J(..)INT`.�.;
DRAIN PIPE WITH SLUICE
GATE OR VALVE AT RISER
WET DETENTION POND 3
(0.50% SLOPE, MIN.)
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