SW3170605 (2)

INDEX OF SHEETS
ORIGINAL DATE REVISION DATE
5" a
AK
ta` �
NOW OR FORMERLY
THE VILLAGE OF MARVIN
DEED:5261-121
20,909 SF OR 0.48 ACRE'S
PID 06225010
NOW OR FORMERLY
HISTORIC MARVIN TRUST
DEED:6593-125
89,298 SF OR 2.05 ACRES
AID 062250098
ESP ASSOCIATES, P.A.
SHEET NO. SHEET TITLE
NC DOT
CO -0 COVER SHEET
ADDRESS:
C1.0 DEMOLITION PLAN
FORT MILL, SC 29708
C2.0 SITE PIAN
MONROE, NC 28112
C3.0 GRADING PLAN
PHONE:
C3.1 BMP SAND FILTER
[phone]
C3.2 BMP SAND FILTER
M
C3.3 STORM DRAINAGE PROFILES
REVIEW AGENCY:
C4.0 EROSION CONTROL PLAN -PHASE 1
[e-mail]
C4.1 EROSION CONTROL PLAWPHASE 2
610 EAST CENTER AVENUE, SUITE 301
04..2 EROSION CONTROL. DETAILS - (SHEET 1 OF 2)
C4.3 EROSION CONTROL DETAILS - (SHEET 2 OF 2)
VILLAGE OF MARVIN
C5.0 SITE DEVELOPMENT DETAILS - (SHEET 1 OF 3)
704.663-1699
C5.1 SITE DEVELOPMENT DETAILS - (SHEET 2 OF 3)
FAX:
C5.2 SITE DEVELOPMENT DETAILS - (SHEET 3 OF 3)
WAXHAW, NC 28173
C6.0 STORM DRAINAGE DETAILS - (SHEET 7 OF 2)
C$.1 STORM DRAINAGE DETAILS - (SHEET 2 OF 2)
REVIEW AGENCY:
1.1.0 LANDSCAPE PLAN
ROBYN STUBER
L1.1 LANDSCAPE DETAILS
ORIGINAL DATE REVISION DATE
5" a
AK
ta` �
NOW OR FORMERLY
THE VILLAGE OF MARVIN
DEED:5261-121
20,909 SF OR 0.48 ACRE'S
PID 06225010
NOW OR FORMERLY
HISTORIC MARVIN TRUST
DEED:6593-125
89,298 SF OR 2.05 ACRES
AID 062250098
ESP ASSOCIATES, P.A.
ENGINEERING FIRM:
NC DOT
ADDRESS:
ADDRESS:
PHONE:
FORT MILL, SC 29708
FAX:
MONROE, NC 28112
CONTACT:
PHONE:
EMAIL:
[phone]
OWNED:
M
ADDRESS:
REVIEW AGENCY:
PHONE:
[e-mail]
CONTACT:
610 EAST CENTER AVENUE, SUITE 301
EMAIL:
MOORESVILLE, NC
VILLAGE OF MARVIN
PARCEL M
704.663-1699
OWNER:
FAX:
ADDRESS:
WAXHAW, NC 28173
CONTACT:
REVIEW AGENCY:
EMAIL.;
ROBYN STUBER
ADDRESS:
1617 MAIL SERVICE CENTER
REVIEW AGENCY:
ADDRESS:
PHONE:
919-791-4200
PHONE:
'
FAX:
VILLAGE OF MARVIN
REVIEW AGENCY:
UTILITY PROVIDERS,
ADDRESS:
MARVIN, NC 28173
PHONE:
ELECTRICITY:
FAX:
ORIGINAL DATE REVISION DATE
5" a
AK
ta` �
NOW OR FORMERLY
THE VILLAGE OF MARVIN
DEED:5261-121
20,909 SF OR 0.48 ACRE'S
PID 06225010
NOW OR FORMERLY
HISTORIC MARVIN TRUST
DEED:6593-125
89,298 SF OR 2.05 ACRES
AID 062250098
ESP ASSOCIATES, P.A.
REVIEW AGENCY:
NC DOT
3475 LAKEMONT BLVD.
ADDRESS:
130 SOUTH SUTHERLAND AVE.
FORT MILL, SC 29708
PROJECT NUMBER:
MONROE, NC 28112
[phone]
PHONE:
704.218-5100
[phone]
ti
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TRISTAN M. MCMANNIS, RLA
REVIEW AGENCY:
NCDENR LAND QUALITY
[e-mail]
ADDRESS:
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC
VILLAGE OF MARVIN
PHONE.
704.663-1699
10004 NEW TOWN ROAD
FAX:
704.663-6040
WAXHAW, NC 28173
704.843-1680 EXT. 101
REVIEW AGENCY:
NCDENR DEMLR
ROBYN STUBER
ADDRESS:
1617 MAIL SERVICE CENTER
[e-mail]
RALEIGH, NC
PHONE:
919-791-4200
06225390A
FAX:
919-571-4718
VILLAGE OF MARVIN
10004 NEW TOWN ROAD
UTILITY PROVIDERS,
MARVIN, NC 28173
ROBYN STUSER
ELECTRICITY:
UNION POWER COOPERATIVE
ROBYNSTUBER@a MARVINNC.ORG
NATURAL GAS:
PIEDMONT NATURAL GAS
VILLAGE OF MARVIN
10004 NEW TOWN ROAD
TELEPHONE:
WINDSTREAM
MARVIN, NC 28173
704-843-1680
WATER & SEWER:
UNION COUNTY PUBLIC WORKS
704-843-1660
CABLE/INTERNET:
TIME WARNER CABLE
UNION COUNTY PUBLIC WORKS
504 N. MAIN STREET, SUITE 500
"THIS LIST IS NOT ALL INCLUSIVE, OTHER UTILITIES MAY BE
MONROE, NC 28112
PRESENT ON-SITE. CONTRACTOR SHALL VERIFY ALL EXISTING
704-296-4210
UTILITIES PRIOR TO COMMENCING
WORK.
704-296.4231
LOCATED IN
VILLAGE OF MARVIN, NORTH CAROLINA
ANTICIPATED CONSTRUCTION SCHEDULE:
BEGIN CONSTRUCTION: SEPTEMBER 2017
FULL BUILD -OUT: JUNE 2018
NOW OR FORMERLY
AIDEN PROPERTIES LLC
DEED:6588-697
75,315 SF OR ?.729 ACRES
PID 06225414
NOW OR FORMERL Y
PULTE HOME CORPORATION
DEED:6604-0066
199,984 SF OR 4.591 ACRE'S
AID 06225233
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PROJECT INFO ION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
sCM
PROJECT NUMBER:
ET35.400
ORIGINAL DATE:
0610712017
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PROJECT INFO ION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
sCM
PROJECT NUMBER:
ET35.400
ORIGINAL DATE:
0610712017
SHEET:
Como

EXISTING CONDITIONS NOTES
1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY.
9, THIS PROPERTY IS ZONED R.
S. SUBJECT 0 ESD REFERENCE: DR 6588, PG 697
4. SUBJECT TAX PARCEL: #I06225390A
5. TOPOGRAPHIC INFORMATION, SHOWN WITHIN PROJECT LIMITS, TAKEN FROM
"TOPOGRAPHIC SURVEY- BY YARBROUGH-WILLIAMS $ HOULE, INC., BATED 08125/16,
6. HOfUZONTAL'AND VERTICAL CONTROL ESTABLISHED BY GPS SURVEY USING NCGS
VRS NETWORK. HORIZONTAL CONTROL DATUM: NCSPCS (NAD $312011), VERTICAL
CONTROL DATUM: NAVD 88,
7, SUBJECT TRACT IS GRAPHICALLY LOCATED IN ZONE AREA PER FEMA FIRM MAP
NUMBER #371840500J, REVISED 1011012008.
DEE OLITI014 N2TI S
1. THE PIj RPOSE OF THIS PLAN IS FOR DEMOLITION ONLY.
2. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO
BEGINNING WORK, CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM: DAMAGE DURING
DEMOLITION WORK. ANY ©FF SITE AREAS DISTURBED SHALL ISE RETURNED TO A CONDITION EQUAL
TO OR BETTER THAN THE EXISTING CONDITION,
3. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OF OFF
SITE ALL DEBRIS SHALL BE HAULED OFF SITE TO A DISPOSAL AREA APPROVED BY THE STATE OF
NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.
4, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIES AND
ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTkUCTIONIDEMOLTTION ACTIVITIES ACCORDING TO NC STATE LAW. CONTRACTOR SHALL VERIFY
LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
S. ALL MATERIAL. EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL
BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE
UTILITY PROVIDER WHEN WATER, SEWER, GAS, POWER OR COMMUNICATION LINES AND/OR METERS
ARE. TO Be REMOVED OR RELOCATED. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR
DISCONNECTING ALI, UTILITIES IN COMPLIANCE WITH THE VILLAGE OF MARVIN, UNION COUNTY PUBLIC
WORKS, AND UTILITY SERVICE PROVIDER REQUIREMENTS.
6. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING
ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED
SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUALTq OR BETTER THAN THE
EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND ENGINEER $HALL BE IMMEDIATELY
NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE.
7. ALL CURB AND GUTTER AND SIDEWALKS NOTED FOR REMOVAL SHALL BE REMOVED TO THE
NEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED.
8. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING PAVED SURFACES FOR
PATCHING OR WIDENING.
9. CONSTRUCTION ENTRANCE, SILT PENCE, AND TREE PROTECTION FENCE PER THE APPROVED
EROSION CONTROL PLANS SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS,
10. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL METHODS
AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND
MAINTAINER THROUGHOUT THE LIFE OF THE PROJECT,
11. UNDERGROUND UTILITIES BASED ON THE LOCATION OF PAINT MARKS AND/ OR PIN FLAGS PLACED
BY NC ONE. CALL UTILITY LOCATION CONTRACTOR. OTHER UTILITIES WHICH WERE NOT OBSERVED
AND NOT SHOWN HEREON MAY EXIST.
LRL
PROPOSE// STREAM BUFFER
PROJECT MANAGER:
PROP. DISTURBANCE LIMITS
Emm mm =m
SOIL BOUNDARY
DRAWN BY:
EXIST, MAJOR CONTOUR
PROJECT NUMBER:
EXIST, MINOR CONTOUR
ORIGINAL DATE:
EXIST. 13ARBCD WIRE FENCE TO BE REMOVED
—j(.,,,,,,,,,,,,,,,..X—X . X,�.�, ,.
E?XIST. CHA1NLINK FENCE" TO BE REMOVED
EXIST, TELEPHONE LINES
-T T—T�---
EXIST. STORM DRAINAGE
, ,D_.._
-----SD
EXIST. WATER LINE
-W W W
EXIST. SANITARY SEWER
---SS SS
EXIST. FIBER OPTIC EINE
FO
EXIST. OVERHEAD POWER LINE
EXIST, GAS LINES
-ppG
E=XIST, TREE LINE
E=XIST. BUILDING TO BE DEMOLISHED
L z I
EXIST. TREE TO BE REMOVES)
SOIL TYPE ApB
PROPOSED TREE= PROTECTION FENCE
` \
SS
S -S !
\ SSS �\
� � � } l l ftp �',-� � � �� ��� (�- •..../
f1LI7Y CVE 1i OH
0H1Qin--�-�
0R D UTI ITY LINES ESM
1 i 4�P
EXISTING 60' STORMj ] I NO bR oRMERLY Lu
DRAIN EASEMENT
THE PRESERVE AT MARVIN / f
i COMMUNITY ASSOCIATION / /,'
Lu
INC.
1 a ! DEED:6738-080
1 i 300,695 SF OR 6.903 ACRES
[ 1 j
PID 05225390
71
f / /
s
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CONTRACTOR SHALL CLEAR AND GRUB
/ EXISTING VEGETATION WITHIN - mm
EASEMENT AS NEEDED TO CONSTRUCT
PROPOSED SEWER MAIN - SEE WATER `woos
AND SEWER PLANS FOR MORE INFO � \
y f — OH / OH -7 --OH \ Oy_ pie XIST. Ov R EAD UTILITY LfNE \ \ \ OPUS CONTROL. NAIL NAD B3 a }
r -� --v NC GRID. COORDINATES f �
N: 457,665,709 /
/ \ \ E: 1,457,404.092 j
/ f % / AVD 88 ELEV. 652.33 I f
30' OVERHEAD U� iLITY LiNE-CvIT.
\ / A \
\ f \
Iv,
/
NOW OR FORMERLY
VASIREDDYRAVI
% f DEED:5898-655
PROPOSED TREE 133,294 SF OR 3.06 ACRES
/ PROTECTION
} IIID 08226012
/ I FENCE (TYP.) WELL } 1 f
EXIST. PROPERTY LINE TYP. f _c? 4c, /
.� 25' PERIMET TREE S VE /f pQ�2 f
25' /PERIMETER /TREE SAYE
oAK / ; - PLAT CAE M-9� / / - a l! f / / CONTRACTOR SHALL COORDINATE" ALL
_/ / r / WORK WITHIN RIGHT-OF-WAY WITH
/ / l TOP 41" EXISTING / i / i i / ( f \ OPUS CONTROL NAIL DIAD 83NCDOT.& WITH
DRAIN CHANNEL M ' ��� �-� / / ! / O IMPROVEMENTS BY OTHERS, ELE
� , 1.s / � � / \ \ NC GRID COORDINATES - /
/ �i ^ 1q" N: 456,94$.$29 / PLANS TITLED VILLAGE OF MARVIN
?� T o EXISTING SOIL 1 / \ E: 1,456,96$.575 / ROADWAY DESIGN"DATED APRIL 13,
�.. / �� 1 "}' / BOUNDARY (TYP.) } / \ / ` 2016 BY PARSONS BRINCKERHOFF
/ f/ / I l \ ENGINEERING SERVICES- SEE MORE
/ � tNl=a
CONTRACTOR SHALL LIMIT / / J f SAS 11 Nw
GRADING WITHIN BUFFER TO - -- / / / �6 / ,� . / y / i [ _ /
MAXIMUM EXTENT "0 a /
PRACTICABLE TO INSTALL / f r / / A$1fi
GREENWAY TRAIL. AND SEWER c � � iowm
MAIN \ � •• -' �
CA14
30' GRItiENWAY TRAIL
6�4�
CONTRACTOR " SHALL PROTECT
ASa NOWORFORMERLY EXISTING POWER
_
/
VILLAGE OF MARVIN POLE TO REMAIN
/ / f / I ! ♦ / / 18,. - / ' 0/� II3AR 1 �9i' DEED.6588-697
910, 911 _4q
// E' � � f l Sp CAB M FILE
NOW O?? FORMERLY / / /f f / I / f/ E M / / �� I 4� s i PECAN \ \ ,#,\ ly,R� 154,703 SF OR 3.551 ACRES <��'2
HISTORIC MARVIN TRUST / / / // / p \ / g' \ \ IFN PID 06225390A
DEEL7'6593125 1 / / / i po ' \ ! / �
$9,288 SF OR 2.05 ACRES / / / / / / +• 18 \ ` _
EXISTING 14'
/ PID 052250098 / / f �/ s / O • A "r\� \ EASEMENT WITH 8 " or q /� APPROX. LOCATION OF EXIST. 12"
CONTRACTOR
SHALL REMOVE & MARVIN LOOP TRAIL
CONTRACTOR SHALL REMOVE / , / WATER LINE PER E?RMS & BY
DISPOSE OF TO BE ABANDONED
/ - 2k" BARBED WIRE / YARB3RQUGH VIILLIA8c HOULE, INC.
/ / t - -� Ii DISPpSE OF EXISTING CHAIN - M OAK FENCE / DATED AUGUST 2016
TITLED THEDENUDED LINK FENCE \ VVIILLAGE OFMARVIN PROPERTY"_
/ \ LIMITS AT a (TYP•1 -
\ p )
- -574 / / / CONTRACTOR SHALL FIELD VERIFY
/ / \ BUFFER I' \ TON _ NW ` / LOCATION PRIOR TO CONSTRUCTION
I NOW OR FORMERLYBAR - PEC ,/S \ \ - 4___4 PEIITEHOME COftPORATION
DIrED:4604-0086
" 199,984 SF OR 4.591 ACRES
11
PID 06.225233
18"- XISTTING BARB -WIRE REN
tr C
r \ / / / / / i e vaL IaE6 Pia \ \ CONTRACTOR 1
PROPOSED TREE / / / / / % / r P } R SHALL REMOVEp�AR
...� �,.
PROTECTION �'' �, / / �` i � AND DISPOSE 0OAK
PGA FENCE (TYP.) \ �_ g 3 / \ 24" EXISTING SHED,
\ FOOTINGS, AND
OAK CONTRACTOR 1 ": \ / / \ / 01 1 / �
fir A1311/ SHALL REMOVE & PE - �` / \ / �� -
FCAP DISPOSE OF 0
EXISTING TREE
13
/ Pim 32" (TYP.)
Iop
22" DBL 35"
POPLAR
14
MAP LCa 1sN / �� I I '. ' \ \ 17"
N6)W ESR FORMERL / / / s ti __ _ / / - \ ppPLAR
THE VILLAGE OF MARVIN „EA%L / I --'
1 EXIST. POWER POLE (`YP.) / ( \ \ X� � \
IiFED:5zs1-121 / / \ 18>�EXISTING 10' -
- 20,909 SF OR 0.48 ACRES �/ - / I ff - PE \\ \ PCP�AR\ \r I / \ TRAIL EASEMENT r ��
PID 06225010 12' f - \ - F G
_ _ r - \ �.
0
NA
PO AR60
2� i i C�Aui�Z'
( Y' r
POPCAR / OAK \ G' �_ \--`W'�W
LANDSCAPED AREA
PLASTIC PAD
HIGH VOLTAGE BOX 9�`-too ��
8L - _ _ r O� P� yid CONTRACTOR SHALL COORDINATE ALL
5 D O� \ `-"/ w_ --~ r •� 155°�}G \ W�r
�� � � WORK ALONG NEW TOWN ROAD & .
L / _ r r - '� MARVIN SCHOOL ROAD WITH PLANNED
IMPROVEMENTS BY PARSONS
ALLTELL PAD - "~ - f BRINCKERHOFF ENGINEERING
/ / \ a a --" •- r f �•��--_ CONTRACTOR TO PROTECT SERVICES
_--------- i r W E EXISTING TREES AND
COORDINATE CONSTRUCTION
NOW ORFORMI RLY
�-'12 ACTIVITIES TO LIMIT
���� • AIDEN PROPERTIES LLC
DEED,6588-&97 DISTURBANCE AND COMPACTION
75,315 SF OR 1.729 ACRE'S WITHIN ROOT ZONE (TYP.)
PID 06225414
_-. -C \ - �� r �r fr -W DIST • g 1 a Ap
it
ia
GRAPHIC SCALE
� � � � �-. - _.._. --,.�..,� -� , �V�W-�"W----_�,�+I,#---�-^'-" � aa• a �sas eo' _ �2rr �
APPROX. LOCATION OF EXIST. FIRE
j APPROX. LOCATION OF EXIST. 12" HYDRANT PER DRAWINGS BY
2016 TITLED "THE �
WATER LINE PER DRAWINGS BY
YARBOROUGH-WILLIAMS & HOULE, INC.
'
o� EXIST. OVERHEAD YARBOROUGH -WILLIAMS & HOULE, INC. DATED AUGUST 25, (IN FEET) wwhat'g below.
TELEPHONE STRUCTURE DATED AUGUST 25 2015 TITLED "THE VILLAGE OF MARVIN PROPERTY" -
/ WITH GUYWIRES _ CONTRACTOR SHALL. FIELD VERIFY 1 INCH = 3G t T. C81 before you dig.
/ VILLAGE OF MARVIN PROPERTY"
CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION
LOCATION PRIOR TO CONSTRUCTION
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CAC
PROJECT NUMBER:
ET35,400
ORIGINAL DATE:
0610712017
SHEET:
ci no

NOTES.
I. TOPOGRAPHIC INFORMATION, SHOWN WITHIN PROJECT LIMITS, TAKEN
FROM '"TOPOGRAPHIC SURVEY OF A PORTION OF TAX PARCELS
#06225390A BY YARBROUGH-WILLIAMS & HOULE, INC., DATED 08125116.
2. ALL ROAD IMPROVEMENTS AT NEW TOWN ROAD AND MARVIN SCHOOL
ROAD ARE TO BE COORDINATED WITH THE VILLAGE OF MARVIN
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION,
3. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED,
4. SOILS PRESENT ON SITE: ADB, AND HeB.
6, PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE
SUBMITTED TO COUNTY ENGINEER PRIOR TO CONSTRUCTION,
6. NOW -STANDARD ITEMS (IR; PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT -0F -WAY ENCROACHMENT
AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION.
7. DIMENSIONS AND COORDINATE POINTS ARE TO BACK OF CURB, EDGE
OF PAVEMENT, OR CORNER OF BUILDING; UNLESS OTHERWISE NOTED.
8. ALL IMPROVEMENTS AND CONSTRUCTION SHALL NE IN ACCORDANCE
WITH STATE AND LOCAL STANDARDS.
9. THE NCDOT ASSUMES NO RESPONSIBILITY FOR THE STRUCTURES
ANDIOR CLOSED DRAINAGE SYSTEM BEYOND THE PUBLIC RIGHT OF
WAY,
19. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE
ATTENTION OF THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH
WORK,
17. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR
SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS FROM ALL
REGULATORY AUTHORITIES,
12. CONTRACTOR SHALL PROVIDE COPY OF PERMITS AND INSPECTION
REPOR'T'S FOR ALL DESIGNED WALLS TO THE VILLAGE OF MARVIN.
13. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF
EASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE,
PRIOR TO WORKING IN THESE AREAS.
14. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO
THAT WORKMEN AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
15. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A
REPRODUCTION AND SUBJECT TO DISTORTION.
16, ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL
DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL, DEVICES(MUTCD), 2003 EDITION AS AMENDED.
17. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS
AS SHOWN ON THE PLANS.
18. CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS
TO TIE IN SMOOTHLY TO PROPOSED PAVEMENT AT DRIVEWAY
ENTRANCES.
19. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
INSPECTOR.
20, THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC
FILE OF THESE DRAWINGS UPON REQUEST.
21, CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY
POLES, ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE APPLICANT,
22. ALL PUBLIC SIDEWALKS SHALL COMPLY WITH THE LATEST ADA
ACCESSIBILITY GUIDELINES (2010) AND ANSI A117.1
ZONING CODE SUMMARY
PROJECT NAME: VILLAGE OF MARVIN TOWN HALL
OWNER: VILLAGE OF MARVIN PHONE #
PLANS PREPARED BY; ESP ASSOCIATES PHONE # [phone]
ZONING: R . JURISDICTIOR MARVIN
PROPOSED USE: TOWN }TALL TAX PARCEL #: 06225390A
BUILDING HEIGHT: Feet Stories: 2
BUILDING COVERAGE. 4,751 Sq. Ft, GROSS FLOOR AREA; 5,495 Sq. Ft.
FLOOR AREA RATIO.- 0.4 MAXIMUM ALLOWEI3
0.03 PROVIDED (GROSS FLOOR AREA I LOT SIZE)
LOT SIZE: 3.65.Sq. Ft.l. crss NUMBER OF UNITS1$UITES: NIA
MINIMUM 8.ULDING SEPARATION: 10 Feet
YARD REQUIREMENTS:
Setback (front): 75 Ft. from R1W, (VARIES) Ft. from CfL of RA
Side Yard (L): 30 Ft.
Rear Yard: 40 Ft,
REQUIRED BUFFERS:
Front: NO YES 85 Ft. Rear, NO YES Ft.
Side (L): Nf} YES I"t, Side (R): NO YES Ft,
REQUIRED SCREENING:
Front: NO YE$ Rear. *NOYES
Sloe (L): NO E$Side (R): YES
Parking Only: O / ES
PAVEMENT COVERAGE: ,._ 17,378,46 t q Ft. cres
PARKING DATA: (REQUIREMENT)
OFFICES REQUIRE 9 PER 250SF. PLUS 1 PER EMPLOYEE
PROP. BUILDING APPROX: 5,495 SF
PROP. TOTAL AREA: 5,495 SF
PARKING REQUIRED: 5,495 SF f 250 SF = 29.98 SPACES + 6 EMPLOYEE SPACES
Required: 28 Required ADA: 2 (1 VAN)
Provided: 37 Handicap: 2 0 VAN) Compact: NIA
Carpool:NIA Loading Spaces: NIA
M`1111
S7HOV HR�t1TiLlTY LiNE__'� off M �� 0
OH-
t) QV R D UTILITY LINE ESM 4!
NO OR FORMERLY
THE PRESERVE AT MARVIN
/
COMMUNITY ASSOCIATION
INC.
DEED:6738-080
300,695 SF OR 6.903 ACRES
PID 06225390
t
CONTRACTOR SHALL NOT PERFORM -
ANY CLEANING OR WORK WITHIN
If BUFFER UNTIL A PERMIT FROM
NCDENR HAS BEEN 113B UMNEO (TYP.)
CONTRACTOR SHALL
40000 TERMINATE TRAIL 10' FROM
LINE
OVE
30, OVERHEAQ UTILITY LINE ESMT,
PROP, 7'-6" CURB &
GUTTER - SEE DETAILS
PROP, STD. DUTY ASPHALT
PVMT. (TYP.) - SEE DETAILS
PROP. NATURAL SURFACE TRAIL. ALL
CLEARING AND COMPACTION SHALL BE A
PERFORMED WITH HAND TOOLS AND c�
LIGHT EQUIPMENT SUCH AS SKIP STEER
PROP. HEAVY DUTY ASPHALT
PVMT. (TYP.) - SEE DETAILS PROP. 12" ANCHOR
-PROP. 12" CONC. BAND BEAM - SEE DETAILS a�
(TYP.) - SEE DETAILS PROP. TRANSITION FROM
1'-6" CURS & GUTTER TO4�7
2'4' CURB & GUTTER (TYP.) CONTRACTOR SHALL COORD. PROP.
IMPROV1 MENTS Wt EXISTING POWER
' POLE TO REMAIN
1,X151. POWER POLE (TYP.) TO REMAIN
- 11 dw
RItOP, 2'-8" (LUSH CURB (TYP.)
TOP OF STREAM SANK
IfA
Rs PROP,
5
.p
PERMEABLE
/ q t .. 40'14F AR SETBACK 10. E
O
PAVERS
SEE DETAILS
x
ASH R5" .� PROP. 4" WHTTE PROP. VAN PROP, ASPHALT TRAIL
STRIPE (TYP.) ACCESSIBLE r SHALL TIE FLUSH TO
/ ��'� PARKING SPACE
CONC. SIDEWALK
cDDAR 187
/ ASN
ASB - °FLUSW CURB
s°A u , rte• R�. R5' N
tALidUT ASVi cJ o w
OAK ASN . Rs, 10` 4�©.
A5N 5H PROP. CONC. STAIRS W1 CHEEKWALL
NOW OR FORMERLYAND HANDRAIL -SEE DETAILS •7' y--
HISTORIC MARVIN TRUST p� 20, *or4 20' C�PROP, ACCESSIBLE PARKING5�
DEED:6593-925 / y ASN 3' FROM
AS (TYPO 24 (TYP.) . PROP. S' STOOP SPACES (TYP,) -SEI; DETAILS
89,298 SF OR 2.05 ACRE'S o � �
PID 062250098 ~' & STAIRS WI < PROP, ACCESSIBLE RAMP
11
PROP. RETAINING WALL 70' CHEEKWALL - (TYP.) - SEE DETAILSELM q
G BY OTHERS - SEE o <T•: SEE 1?ETAiI-S PROP. ACCESSIBLE SIGNAGE
GRADING PLAN FOR TYP.) - SEE DETAILS
PROP. REMOVABLE
�j ELEVATIONS - WALL BOLLARDS 6' O.C. AS
SHALL HAVE 42" HT, RAILi� c� o PROP, RAMP BY OTHERS W
AS SELECTED BY OWNER SELLCTED BY OWNER k..: PROP, PROP, 35' X 35' SIGHT
Q PROP. FIRE TRUCK TURNAROUND �, 1' TAPER TO FLUSH BUILDING` TRIANGLE (TYP.) <Z
PROP. ACCESSIBLE RAMP PROP. 10'X 70' SIGHT �
4� (TYP.) -SEE DETAILS y PROP, 5' TAPER FROM T TO 6' SIDEWALK f TRIANGLE (TYP.) k
r � ' PROP. PAVEMENT $HALL BE FLUSH Or J to
Q� PROP. 12" CONC. BAND (TYP.) -SEI» DETAILS
W
/luce/
k �� � �"' `{ilk.. ..... ,,,.: i ✓ i i
M U.
pG 0
^� SSR F'^* 6,0 ,6* ,
8.
CONTRACTOR SHALL
TERMINATE ASPHALT
TRAIL AT PROPERTY
LINE (TYP.)
18"
Gum
N
11" 13 ., r:,,
PEC PO"
A"�
D SL' NOW O�2 FR� RLY
LAR THE VILLAGE OF MARVIN
DEE©:5261421
20,909 SF OR 0.48 ACRES
PICS 06225010
ICA4
a
12"DBL 16
tAAPLE
16"
POPLAR
d
s,.
2�' POPLAP r
EXISTING OAK
CONCRETE PAD
WITH ELECTRICAL �
EQUIPMENT "DBL
P £3
v � r
LEGEND
PROP. 2'-6 CURB AND GLITTER
PROP. 1-6' STANDARD CURB AND BUTTER
PROP, 1'-8" FLUSH CURB AND GUTTER
PROP. EDGE OF PAVEMENT
EXIST, 2'-6' CURB & GUTTER
EXIST. EDGE OF PAVEMENT
PROP. STANDARD DUTY ASPHALT PAVEMENT
PROP. HEAVY DUTY ASPHALT PAVEMENT
PROP. VEHICULAR CONCRETE PAVEMENT
top.4
FUTURE FARMERS MARKET ' Y , /
OPEN AIR STRUCTURES TU
FUTURE °' . ` PROP. BUILDING -SEE
BE DESIGNED BY OTHERS
Q� PROP. STORMWATER BMF - SEE STRUCTURE ,� ARCH. DINGS, FOR
GRADINGS PLANS FOR MORE INFO. b ° a G ' MORE INFORMATION
PROP, CONC, SIDEWALK
�i.
PROP. GONG. SIDEWALK \J �'. (TYP.) - SEE DETAILS
iS. .' R7, �'.►
(TYP.) - SEE DETAILS .-
PROP. PERMEABLE PAVERS
PROP. ASPHALT TRAIL(TYP.) - SEE DETAILS
SHALL TIE FLUSH TO _ $
CONC. SIDEWALK
14'
r _ #VOW OR FORMERLY POPLAR 1 ! ONA
r VILLAGE OF MARVIN
�� rf
��...--. -� �'�""""..•-�' J ©eTB-ACK QEED:6588.697 pC3P� AR R _
EX15T. POWER POLE
154,703
y rT5 FR PLAT CAB M FILE 910.999
-- 154,703 SF OR 3.551 ACRES
- l PID 06225390A POPLAR
pECA p(3PLA
OAK �r . • .
12"�. u c ~
PROP. ASPHALT TRAIL
� (I'YP.) -SEE DETAILS
PROP. CONC. SIDEWALK ,.> : " •'> ;. >` EXIST. TREE LINE
r� � � _.._ .__ �. - _.•._ �...)
EXIST. ASPHALT PROP. TREE LINE
EXIST. CONCRETE PAVEMENT ( EXIST. TREE
EXIST, GRAVEL TO REMAIN EXIST. BOLLARD O
PROP. BOLLARD w
- PROP. GRAVEL
- - - - ..._. - -
- - - - - - - - - - EXIST. FENCE
PROP. CHAIN LINK FENCE X X X
PROP. PRIVACY FENCE
EXIST. EASEMENT
NOW OR FORMERLY
AIDEN PROPERTIES LLC
DEED:6688-697
75,315 SF OR 1,729 ACRES
PID 06225414
APPROX. LOCATION FOR
FUTURE ROUNDABOUT TO
BE DESIGNED BY OTHERS
a ' PROP. 6'X12' ASPHALT TAPER (TYP.)
9 CONTRACTOR SHALL TIE PROP,
PAVEMENT FLUSH TO EXIST. (TYP.)
PROP. PAINTED CROSSWALK (TYP.)
- SEE DETAILS
PROP. 5' TAPER TO FLUSH (TYP.)
PROP. 2'-6" FLUSH CURB (TYP.)
� PROP. 2'-6" CURB & GUTTER
v' (TYP.) - SEE DETAILS
0V
W'.NOW OR FORMERLY
0PULTE HOME CORPORA TION
r DIwED:6604-0086
f� N" 199,984 SF OR 4.591 ACRES
f
PID 06225233
PROP. STORMWATER �-
BMP - SEE GRADING
PLANS FOR MORE 1 ]
INFO, {
APPROX. LOCATION PROP, NEW TOWN ROAD
& MARVIN SCHOOL ROAD IMPROVEMENTS
BY OTHERS - SEE PLANS BY PARSONS
BRINCKERHOFF RECEIVED ON 12!2812016
FOR MORE INFORMATION
GRAPHIC SCALE
soa �s aoso'
(IN FEET)
I INCH = 317 FT.
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CAC
PROJECT NUMBER:
ET35.400
ORIGINAL. DATE:
0610712017
SHEET:
C2.0

GRADING NOTES 11. THE STONE BASE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH EXISTING SANITARY SEWER SHOWN BASED ON � / . � EXIST. MH#25
THE MODIFIED PROCTOR TEST (AASHTO-T180) BY ROLLING WITH RING OR TAMPING ROLLER OR DRAWINGS TITLED "SANITARY SEWER & WATER/ � RIM., 659.10
PROP, SAN. SWR.
1, TOPOGRAPHIC INFORMATION, SHOWN WITHIN PROJECT LIMITS, TAKEN FROM "TOPOGRAPHIC WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM WEIGHT OF TEN TONS, WHEN COMPLETED, DISTRIBUTION TO SERVE THE PRESERVE AT DOGHOUSE � � � � v � INV. IN: 648.37 (MH#24)
SURVEY OF A PORTION OF TAX PARCELS #06225390A BY YARBROUGH-WILLIAMS & HOULE, ENC., THE BASE COURSE SHALT. BE SMOOTH, HARD, DENSE, UNYIELDING AND WELL BONDED. � MARVIN" BY YARBROUGH-WILLIAMS & HOULE, MANHOLE� � INV. OUT: 648.03
DATED 08125/16e INC. DATED FEBRUARY 11, 2016 / , a c�
12. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE
2. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN 4 -INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE. SUBGRADE SHALL BE
FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTORSSS
FROM THE ADJACENT PROPERTY OWNER(S). TEST, THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED
AND CURED WITH ACCEPTABLE CONCRETE CURING COMPOUND, TOOLED JOINTS SHALL BE �_S _SS
3. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL PROVIDED AT INTERVALS OF NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS AT
TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT DURING THE CLEARING INTERVALS OF NOT MORE THAN FORTY-FIVE (45) FEET. THE SIDEWALK SHALL HAVE A LATERAL MH#1 /
OPERATIONS SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF PROPERLY, SLOPE OF ON&QUATER (114) INCH PER FOOT.
AND SHALL BE EITHER REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR, OR. 13. FELL EMBANKMENTS SHALL 8E FORMED OF SUITABLE MATERIAL PLACED IN SUCCESSIVE
SATISFACTORILY DISPOSED OF ON-SITE WITH APPROVAL FROM THE OWNER. LAYERS NOT TO EXCEED MORE THAN SIX (6) INCHES IN DEPTH FOR THE FULL WIDTH OF THE
a. TREE PROTECTION FENCING MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. CROSS-SECTION, INCLUDING THE WIDTH OF THE SLOPE AREA. NO STUMPS, TREES, BRUSH, �
RUBBISH OR OTHER UNSUITABLE MATERIALS OR SUBSTANCES SHALL BE PLACED IN THE
CONSTRUCTION DRAWINGS (RUCK,
5. WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE EMBANKMENT, EACH SUCCESSIVE SIX (B) INCH LAYER SHALL BE THOROUGHLY COMPACTED BY
PIPING, ETC.) ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORT THE CwUCT THE SHEEPS-FOOT TAMPING ROLLER, 10 -TON POWER ROLLER, PNEUMATIC -TIRED ROLLER, OR
TO THE OWNER'S ENGINEER. ALL CHANGES MUST BE APPROVED IN WRITING BY THE ENGINEER OTHER METHODS APPROVED BY THE ENGINEER, EMBANKMENTS OVER AND AROUND ALL PIPE EXIST. MH#2E2 � � ({ � � -� � / / � / � / / EXISTING SANITARY SEWER EASEMENT SHOWN
BEFORE CONSTRUCTION CAN PROCEED. CULVERTS SHALL BE OF SELECT MATERIAL, PLACED AND THOROUGHLY TAMPED AND RIM: 657,78 \ I {j 1, i / / / BASED ON DRAWINGS TITLED "SANITARY SEWER
COMPACTED AS DIRECTED BY THE OWNERS GEOTECHNICAL ENGINEER. INV, IN: 650.07 (MH#27) ( � f/� / � / / &WATER DISTRIBUTION TO SERVE THE
6. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY INV, IN: 649,96 (MH#17) � � � � �<< / / � � � / / / / PRESERVE AT MARVIN" BY
UTILITIES DAMAGED DURING CONSTRUCTION. 14, ALL BACKFILL SHALL BE OF LOW PLASTICITY, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, INV. OUT: 649.76 1 I' / / / / YARBROUGH-WILUAMS & HOULE, INC, DATED
CONSTRUCTION MATERIAL, AND OTHER OBJECTIONABLE MATERIAL, SAID MATERIAL SHALL BE ( \ { / / / FEBRUARY 11, 2016
7. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER REMOVAL OF ALL CONSTRUCTION CAPABLE OF BEINGCOMPACTEDBY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO
WASTE AND 3 DEBRIS. ALL WASTE AND DEBRIS SHALL BE LEGALLY DISPOSED AT AN OFFSITE TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF
LOCATION, ROLLING, )3 / % / 7-
$. ROAD SHOULDERS, BRACES, BACK -OF -CURBS, AND CUT/FILL BANKS SHALL BE COMPLETELY S. THE CONCRETE CURS AND GUTTER SHALL BE CONSTRUCTED ACCORDING TO THE LINE=S AND "0 �H / OH �. .,�,,.,� _OH
DRESSED BY THE CONTRACTOR ANE? SEEDED AS SOON AS POSSIBLE, THE CONTRACTOR SHALL, GRADES ESTABLISHED BY THE ENGINEER. � \ � � � f � J � ` -�-,_. _flH OH � � . ♦ \ , �� 1
BE RESPONSIBLE FOR MAINTENANCE OF THESE AREAS UNTIL A PERMANENT STAND OF GRASS p \ 1 ,\ � � � � ,� / � / / I / / / OH;; --OH \ OH -OH-
Is
�---OH -
IS EST E3k IF,H D. 16, IN ORDER TO ENSURE PROPER DRAINAGE, CURB SHALL HAVE. A MINIMUM OF 0.50% SLOPE, �
UNLESS SPILL CURB I$ INDICATED ON THE PLANS, CONTRACTOR SHALL BE RESPONSIBLE FOR
9< CUT AND FILL SLOPES OF ANY AREA. SHALL NOT EXCEED THE RATIO OF 3:1, UNLESS NOTED gBTAINING POSITIVE DRAINAGE AT ALL INTERSECTIONS. SPECIAL CARE MUST BE TAKEN AT \ � \ � i / / � /
OTHERWISE.. LOCATIONS WHERE SPILL CURB IS INDICATED. \ � { � / /
\ 1 \ / / / f f / / / / \ 50 OVERHEAD L!1'ILiTY L INE~LSMT.
10. STREETS SHALL BE GRADED IN ACCORDANCE WITH THE Li AND GRADE SET BY THE 17. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. CONTRACTOR SHALL BE N6W OR F AERLY �
ENGINEER, 13EFORE PLACING CURB AND GUTTER OR BASE ON THE GRADED SUBGRADE, THE RESPONSIBLE FOR DETERMINING THE APPROPRIATE SUBGRADE ELEVATIONS, f /
THE PRESERVE AT MARVIN ! } / / / \ \ \
SUBGRADE SHALL BE COMPACTED TO 100% IN ACCORDANCE WITH AASHTO-T99 AND NCDOT . \ COMMUNITY ASSOCIATION INC.lm
SPECIFICATIONS SECTIONS 500, AND THEN SHALL BE PROOF ROLLED IN THE PRESENCE OF THE 18.TE IE NCDOT ASSUMES NO RESPONSIBLY FOR THE STRUCTURES AND/OR CLOSED DRAINAGE \ DEED:E>738-080 � � I � � / � � ��U / � f / � / � IV£7W OR FORMERLY
ENGINEER, PLACES THAT ARE POUND TO BE LOOSE, SOFT, OR COMPOSER OF UNSUITABLE SYSTE=M BEYOND THE PUBLIC RNV, 30(},595 SF OR 6.903 ACRES ii o / / / r"
MATERIALS, WHETHER IN THE SUBGRADE OR BELOW IT, MUST BE DUG OUT AND REFILLED WITH � I f PROPOSED
/ KC3TAREDDY MAHEEJA & \
PED 06225390 I _ ! / VASIREDDY RAVE \
SUITABLE MATERIAL. ALL EMBANKMENTS OR FILLS SHALL BE MADE IN SIX-INCH VERTICAL LIFTS / I / RETAINING WAIL TO
DEED:5698-655
OF SUITABLE MATERIAL. THE FILL SHALL BE ROLLED WITH A SHEEPS-FOOT ROLLER AFTER EACH \ I 1 I / / BE DESIGNED BY 133,294 SF OR 3.06 ACRES
LIFT, FOLLOWED BY A WHEEL ROLLER, EACH WEIGHING NOT LESS THAN TEN (10) TONS. l I J EXIST TNG 20' SANITAR / 7
OTHERS
PID 06225012 1 1 ✓ j
I SEWER EASEMENT / �: / / i / f / / APPROX. LOCATION OF S
RETAINING WALL NOTES: PROPOSED RIGHT-OF-WAY I
BY OTHERS
1. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL RETAINING WALLS DESIGNED 4. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE
ANIS SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF NORTH RESPONSIBLE FOR PERFORMING OR CAUSING TO BE PERFORMED ANY REQUIRED TESTS,
CAROLINA, WHO IS EXPERIENCED AND QUALIFIED IN SUCH WORK. STUDIES, ANALYSES, ETC THAT MAY BE NEEDED TO SUPPORT THE DESIGN OF THE / I //%� �/i / I / / /
RETAINING WALLS - MINIMUM REQUIREMENTS INCLUDE THE FOLLOWING: / / / } / / WELL } { TW -666,00
/ - / f TW.8T5.77 / iW�674, TW�BT2 8
2, CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BUILDING PERMIT FOR RETAINING WALL A. GLOBAL STABILITY { / PROPOSE#] 20" SANITARY - / : / BW=6�E3. [ / / BW=689,8 • FIMPEMY Lam£ I�iYP _ f . W 666.fl4
CONSTRUCTION PER STATE AND LOCAL BUILDING CODES. B, SLIDING 71 SEWER FJISENEENT / / /
t
C. OVERTURNINGPROPOSED FLARED END
3, CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE D. ECCENTRICITY / I g SECTION (TYP.)-SEE
/ / / / : :. :: ' : � .: ' :.' ,. , . 1 � � DETAILS
RESPONSIBLE FOR VERIFYING THE DESIGN SOIL PARAMETERS INDICATED IN THE E, BEARING FAILURE / /
/ /� l / :
GEOTECHNICAL REPORT, THESE VALUES INCLUDE, BUT NOT LIMITED TO. FRICTION ANGLE F. EXCESSIVE SETTLEMENT / r .. - .. FE5#81©4
(PHI), COHESION COEFFICIENT (C), SOIL UNIT WEIGHT, SOIL CLASSIFICATION, AND G, INTERNAL STABILITY / � / // / / / -6 93 25 PERIMET TREE
RECOMMENDED LATERAL EARTH PRESSURE COEFFICIENTS FOR REINFORCED ZONE SOIL, H. OUTSIDE INFLUENCING FORCES INCLUDED IN DESIGN
I
RETAINED ZONE SOIL, AND FOUNDATION ZONE SOIL COMPONENTS AS DETERMINED FROM 674A3-$_ . �� 15" RCP CLASS I
THE FOLLOWING LABORATORY TESTS: 5, CONTRACTOR AND CONTRACTORS REGISTERED PROFESSIONAL ENGINEER MAY NOT C ry. yrsMoog s A '666 6$6.6$ ( VI
A. STANDARD PROCTOR EXCLUDE OR ASSIGN TO OTHERS ANY OF THE OBLIGATIONS OR ITEMS NOTED ABOVE. / i MH#2 40' REAR SETBACK $67
B. ATTEsR13Ek;G LIMITS .... ....... y.: ..... - - j- $� - - -�
3.86
6. A STATEMENT OF SPECIAL INSPECTIONS SHALL BE SUBMITTED BY THE CONTRACTQR'S / .... :� T o 669 6 g � s67° � PROPOSED JUNCTION BOX
C. GRAIN SIZE ANALYSIS E /
PROFESSIONAL ENGINEER RESPONSIBLE FOR THE RETAINING WALL DESIGN AS / ( / \ ss$.s3
D. TRIAXIAL SHE=AR $54.30 / � (TYP,) -SEE DETAILS
LEGEND
PROP. RETAINING WALL
PROP, EDGE OF PAVEMENT
PROP, 1'tB"CURS & GUTTER
EXIST.PAVEMENT- - - - - - - - - -
ELIGE Of
PROP. CONCRETE PAVEMENT .. $ . r .. -. 4
MST. CONTOUR - - 647 - - - - -
PROP. CONTOUR
PROP, LIMITS OF DISTURBANCE w E : '
PROP, GRATE DROP INLET
PROF? MANHOLE
PROP. STORM PIPE
PROP. FLARED END SECTION
PROP. RIP -RAP APRON
PNOP PVC STORM PIPE
EXIST. STORM PIPE S D S D
EXIST.. WATERLINE
PROP. WATER LINE - - - -
EXIST SAM. SWR. PIPE
EXIST. SAN. SWR. MANHOLE
PROP. SAN. SWR. MANHOLE"
PROP. SAN. SWR PIPE 5 55 a_
EXIST. SAN. SWR, FORCE MAIN
EXIST, ELECTRIC LINE'-T-T----T-
EXIST. EASEMENT - -
EXIST. TREE LINE
PROP. TREE LINE
EXIST. TREE
PROP. FENCE LINE a o o. ❑ ❑-�-
EXIST FENCE LINE -_X XX. y.. --.
CONDITION FOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION / ^�" 672'3
REQUIREMENTS OF THE NORTH CAROLINA STATE BUILDING CODE,�
/ 675.79 / / Iwv $74.08
f / f � ; .Q ^ ! �' w 671.73 a ©y �
7. A FINAL RE=PORT OF SPECIAL INSPECTIONS, DOCUMENTING THE COMPLETION OF ALL / / �/ 0 0 / V � 6-' / s73.53 573.65 '` �
/ Ye f \`� 18 / / e1 `679.14 875.8167481 % En 06 $70,28 J13#t311D1
SPECIAL INSPECTIONS AND CONFIRMINL', THE CORRECTION OF ANY DISCREPANCIES, / / 1 / 8, �18" / ro
/ E RS ASI / �`O 674.64 ( 67�.�a 15" RCP ©''� Ui
SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY. / / % f / XISH -$75.92 { 6$742
/ 6 'Q�`� / I qm o
/ / �� % NVf JB#B2 w $$7 3a Q
8, OWNER SHALL BE RESPONSIBLE FOR HAVING A PROFESSIONAL ENGINEER, REGISTERED /�9 B �r -' i ( %
NAL[dUT / �e 1� cs cFES#A1011�-----�-- \ .. y ' '$ss.a5 L\
IN THE STATE OF NORTH CAROLINA, CERTIFY THAT THE RETAINING WALL($) WERE BUILT / / 4a as 67632 / $76,16 16713.11• �� / � q �
/ PROPOSED CATCH 876.67. I Y
IN CONFORMANCE WITH THE RETAINING WALT. DRAWINGS, THESE SPECIFIC NOTES, AND � � �` s7$ 21 +
/ j R� BASIN(TYP.)-SEE Bs $75.50 \ ��,'_, / GQ 6$736;:
THE CONSTRUCTION DOCUMENTS. / 1 / 87$.1s 674.94 67346
o 2a�4 DETAILS ,. ii �c
9, CONTRACTOR SHALL INSTALL FENCING ALONG THE TOP OF RETAINING WALLS. FENCE s� ' � TW»671.5 � ` � f75:$0 .7 � .. E � M `.•672.4$ ,�O �
�y<
✓ s 675.65 a 67474 3 . $ a Q)
TYPE„ LENGTH AND HEIGHT SHALL BE PER DEVELOPER SPECIFICATIONS. r / / BW -511.5 /- 673.46
/ 4 /24. TW8T5.4 / CB#A8
vs /ASH 0 p fMI 6T1,9 676.51 DI#A7 57529 6711- 15" RCP K ,
/ Bs 675.17 .a
/ h \ ., CS#B102 15" RCP (CLASS IV)
/ 18 PROPOSED 875 15" RCP a' i
/ RETAINING WALL TO (CLASS f67$73 \ \ S` f<5$ MW#B103
M s / f
Ah- \ a7s.7a
BE DESIGNED BY -'� qs 676.7
/ / \ OTHERS {��s.66 675.43 cg $75.7 / r
� / / ul�5u `' �ci�a \ � PROpOO . F
DRY BASIN
PROPOSED CONTROL / 576 22 h s EP 67s.at DI#Ata - �75.$x ` ' ` WITH SAND w 1.
] \ BUILDING
STRE3CTURE (TYP-) - TW 673,2 / / \ E 6T8 T5 " FILTER Br ; \
SEE DETAILS W 672, _#678.
675.8
PROPOSED i 0>2.. / \ 1?f2pPOSE>3 PROPttSt*D®r6.6a ' -
/ ca ` 67s.85�' \67625 RROP
DENUDED TOP OF ! EL - INLET 675.24 us
LIMITS AT , ca, EMBANKMENT: �' - 15 RCP P �p DRAIN SEE / , r
/ NOW OR FORMERLY \
BUFFER BT5.10 �^- m w. DETAILS ( l O r
HISTORIC MARVIN TRUST \ P, r (CLASS N) 7s$$ L DEfA1LS y
\ - (TYP) ��.. sT8.83 ` 75,66 •>l ,-125
4-71
89,298ESD.OR 2.05 ACRES \ ` 6`�F� ,azsz2 ��
&4� A/LUL
L GPPID 062250098 PVC675.87 "'S6
16 "RCP \ FUT`lR
Q>
STRUCTURE
S► / �� �f i PROPOSER EROSION
FELE=676.00
CONTROL MATTING
(TYP.) - SEEDETAILS
/ \
bi . � PROPOSED DRY
I BASIN WITH SAND Dt#A2 ti v �Aik
k
NOW OR FORMERLY
PULTE HOME CORPORATION
DEED:6604-0086
199,984 SF OR 4.591 ACRES
PID 06225233
FILTER A I> -r / / \ ! �, r
/ - \ FES#A7- f / �/ \ r
APPROX. LOCATION OF ( \ 6�4 i ,1 OSA
PROPOSED RIGHT -OF
-OF-WAY ; PROPOSED HEADWALL /`4\ 1 I::
BY OTHERS 1 �' bT 875r-^' (TYPi - SEE OF -TAIL`.' � `�'� � ---
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PROPOSED RIGHT-OF-WAY BY
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1 I 3 i
(IN FEET)
I INCH = 30 FT.
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CRC
PROJECT NUMBER:
ET35AOO
ORIGINAL DATE:
06/07/2417
SHEET:
CIO

i
I M f S PRIMARY SPILLWAY - MH#3
N. 452814.4362
.- RG (CLASS i
E.1459281.1752 15" P CLA
/ r
PROP. DUAL 6" PVC �~-- --_
PERFORATED UNDERORAIN
AT 0.5% N111V SLOPE (TVP.) IVRCP D)#A6
PROP. 6" PVC PERFORATED
PROP, CLEANOUT( UNDERDRAIN AT 0.5% MIN
(TVP.) w ._
SLOPE (TVP.) 15" RCP (CLASS IV)
KEY FILL EMBANKMENT
_< PROP, S" SOLID PRi)P. TRAFFIC
X'/ ; fP PER GEOTECHNICAL SCH. 40 PVC @ RATED CLEANOUTS
./ f / f r- f 0.50% MIN SLOPE FLUSH WITH
ENGINEER
Q ,• f f, R: W . PAVEMENT (TYP,)
.,•.• f �` % . � RECOMMENDATIONS
CONTRACTOR SHALL PROVIDE (2)
-
w� ANTI -SEEP COLLARS FOR
X / _• i / K OUTFALL. MIN. COVER SHALL BE
TOP OF EMBANKMENT
2.5' • SEE DE'TAl1.S
PROP. CONCRETE /� �`�����. _ 15" RCP (CLASS IV) e � � 12" PVC
SPILLWAY ' C �Fc t _' _ V # hl#as„
FINISH SURFACE OF
6" PVC CLEANOUT SET 6"
ELEVATION OF MAX, SIDE
GRADE - SEE MEDIA SHALL
ABOVE SURROUNDING
MEDIA: 670,59 SLO3 ES 8:1
GRADING BE 4" TO 6"
GRADE - SEE PLAN FOR
12"' CLEANED WASHED
PLANRIVER JACKS
LOCATIONS (TYP)
"CONCRETE" SAND ASTM C-33 3 ?5
Y
3'x3' SQUARE
GRATE SHALL 8E BE PEAK TYPE
*SEE NOTE BELOW 1,
0.4485
24"
ALL EXPOSED AREAS WITHIN
BY CONTECH (STORMRAX) OR
0.5528
MAIN BAY OF SAND FILTER
BE SOD (TTP-)
ISHALL
12"
'"`O_^.((tom
4" LAYER OF CHOKINGCOMf>ACTED
12"
SUBE"sRApt 95"16STONE
ABOVE
MANUFACTURER INSTRUCTIONS
I STI?. PROCTOR ASTM D 698
UNDERDRAINS, USE
674.00
r
#€8 OR #83 STONE
1' MIN. FABRIC OVERLAP TYP. a
NON -WOVEN FILTER FABRIC -
� "� -
54"
18"
({�tIRAFY 140N OR APPROVED EQUAL)
h
100 -YR ELEV.: 87, 3,26
[f_e
GRACIE SUBGRADE OF
CAST SEPARATELY AND INSTALLED ..
- i 4" VERT. CLEANOUT (TYP)
$AND FILTER TO
18"
I �.I.
SUI3[7RAIN (TVP) `~ - :,°
ACCESS ©OUR
WRAP GRAVEL SUB BASE WITH PION -WOVEN
3,4178
.('
FILTER FABRIC (MIRIFI 140N OR APPROVED
UNDERDRAINS 6" PVC PERFORATED UNDERDRAIN
a
1
EQUAL) OVERLAP SEAM 12" MIN.
- SEE GRADING PLAN AND PLAN VIEW OF SAND
SAND FILTER SECTION
p,
SPILL WAY .CREST 373.50'
FILTER FOR NUMBER OF UNDERDRAINS
N.T.S.
COMPACT SUBGRADE PER GEOTECHNICAL
REQUIRECT
.. $
SSECTIONB-
N.T.S.
SAND FILTER NOTES:
Wrl OF STRUCTURE Q 14" O.C. MAX -
STEPS BEYOND-
I-YR ELEV.:871.8e------•""«.'_._.........._.._..
4" PVC PERFORATED PIPE TO DAYLIGHT
1. EXCAVATE THE SAND FILTER TO THE D£$IGN DIMENSIONS, AFTER SEDIMENT BASIN IS NO LONGER
REOUIRED PER NCDWQ,
2, UNDER-OMN SYSTEMS SHALL SCH 40 OR SDR -35 PVC (PERFORATED AND NON -PERFORATED) PIPE,
OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH APPROVAL FROM THE. DESIGN ENGINEER AND
INSPECTOR.
3. GRAVEL COVER OVER THE UNDERDRAIN SHALL BEAT LEAST WIN DEPTH,
4. GRAVEL UNDER -DRAIN BER (MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN V2 TO 1 412 INCHES IN
DIAMETER (BLUE STONE, DOUBLE WASHED, II.57)< DEPTH OF GRAVEL SHALL BE 12 INCHES MIN.
5. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONSIMINUTEISC)UARF- FOOT AND
SHALL NOT IMPEDE THE INFILTRATION RATE OF THE SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER
WOVEN AND INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND STAKING IN PLACE
DURING CONSTRUCTION AT THE TURNED SURFACES.
S. TOPSOIL IS TO BE PLACED ON THE SURFACE SURROUNDING PONDING AREA OF THE SAND FILTI<R,
7, AN OBSERVATION I CLEAN-OUT STANDPIPE MUST BE INSTALLED IN EVERY SAND FILTER FACILITY. NOTE:
THE STAND PIPE MUST CONSIST OF A RIGID NON -PERFORATED PVC PIPE. 4 TO 6 INCHES W DIAMETER- IT - SEE SHEET C3,2 FOR MAINTENANCE SCHEDULE AND NOTES
SHOULD BE GAPPED e" A90V€ THE GROUND ELEVATION OF THE FACILITY. THE TOP OF THE WELL SHALL
EITHER BE CAPPED WITH A SCREW OR FLANGE TYPE.
NOT TO SCALE
SAND FILTER DETAIL
BLIC K/1VI-i� ^^ r.-
0
CONTRACTOR SHALL CONNECT 6" SOLID PVC TO
STRUCTURE AND PLACE A CAP OVER PIPE WITH A
0.15" DIA. HOLE DRILLED INTO IT (TYP.)
rwrwwwrswwr•
•''wrw•sww•wr•
s • r • s r
•rrra•w�ysrwrw
MIRAFI 140N (TYP.)-J
12" X 12" CLASS 8 RIPRAP
DRAINAGE TRENCH
WRAPPED IN MIRAFI 14€0.
REFER TO POND LAYOUT
FOR SPACING
NORTH ORIENTED TO
NC GRID (NAD8312011)
GRAPHIC SCALE
(IN FEET)
1 INCH = 20 FT,
CORE OF BERM
SHALL BE FORMED
FROM COMPACTED
CLAY OR OTHER
SUITABLE MATERIAL
CLASS B RIPRAP
EARTHEN BERM SHALL. EXTEND TO
BOTTOM OF FOREBAY BETWEEN
TRENCHES
SURFACE TREATMENT OF
SAND FILTER - SEE
DETAIL THIS SHEET
/BAND FILTER MEDIA - SEE
/ DETAIL THIS SHEET
+ + ! j+ + +
+ + + + +
FOREBAY SAND FILTER
BERN( DETAIL
60°
NOT TO SCALE
840.72
ALTERNATE #1:
CONTRACTOR SHALL INSTALL STONE
VENEER ON EXTERIOR OF CONTROL
STRUCTURE TO MATCH PROPOSED
BUILDING.
CONTECH STORMRAX, OR
APPROVED EQUAL SMP TRASH
RACK. INV.. 070-54
CONTROL STRUCTURE SECTION DETAIL
TOP VISI OF GRATE
SEE PLAN _
...., TOP OF POND
- 2- HT, - 15" O-RING GASKET RCP
OPENING IN I t 0.50%
BOX
sa
BASIN OUTLET CONTROL STRUCTURE - A101
E
ELEVATION
GENERAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPE$ OF DIFFERENT MATERIALS,
CONSTRUCT THE PIPE COLLAR WITH CLASS "8"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 Of THE
STANDARD SPECIFICATIONS.
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
SIDE ELEVATION
0
t~
r=
Cu. YD.
12"
12"
12"
0.3528
TOP OF OAM ° 875.18
12"
12"
Y
Y
3'x3' SQUARE
GRATE SHALL 8E BE PEAK TYPE
CONC,
0.4485
24"
INSIDE
BY CONTECH (STORMRAX) OR
0.5528
30"
12"
12"
APPROVED EQUAL- INSTALL PER.
38"
12"
12"
0.7841)
MANUFACTURER INSTRUCTIONS
12"
12"
674.00
4s?"
TOP SECTION OF RISER FROM
PEAK OF RACY -
1.0128
54"
18"
ELEVATION 872.50 TO TOP SHALL BE
2.5793
100 -YR ELEV.: 87, 3,26
=&00-- -- r-• _
--- ---•
CAST SEPARATELY AND INSTALLED ..
24X24" HINGED -
18"
18"
3,1307
AT THE END OF EC PHASE 2 -SEE
ACCESS ©OUR
i8F'
3,4178
.('
PLANS FOR MORE INFO'
SFE PLAN
a
1
1NEIR
0
p,
SPILL WAY .CREST 373.50'
J.i
COMPACT SUBGRADE PER GEOTECHNICAL
EPDXY COATED STEPS CASTWTO
.. $
SSECTIONB-
N.T.S.
REPORT
REPORT
Wrl OF STRUCTURE Q 14" O.C. MAX -
STEPS BEYOND-
I-YR ELEV.:871.8e------•""«.'_._.........._.._..
........ ......
..,..... _,,.. o....._........,. .,.,........
m
I
PRE -CAST CONCRETE STRUCTURE
[[
VUM H-28 RATED WALLS.
BMP TRASH RACK BY
W
i
REINFORCEMENT PER
CONCONTECH(STORifRA1C) OR
I
MANUFACTURER REQUOM4UNTS
APPROVED EQUAL, INSTALL
OUTLET PIPE BEYOND (REAR WALL) - -
PER MANUFACTURERS
'
I
INV,; 686.
tN18TRUCTKm
tt
TMM
DRAWN BY:
CAC
/ r �` �
2" DVS, ORIFICE IAN BOX. IAN,: 874.50
NOT TO SCALE
PROJECT NUMBER:
ET35,400
��
�
06107/2017
SKEET:
C3.1
BOTTOM OF BASIN
L-
6"THICiLS'Of5`
--�
- Q --
-
ANTi-FLOTATMN.BLOCK
BLOCK SHALL BE SECURED
TO BASE OF RISER WITH RFA
� � ,'
EPDXIED REBAR SPACED Ir
ON CENTER AROUND
CONTROL STRUCTURE ELEVATION DETAIL _'[; -�-1-1 �" '��,
3
PP.METER BASE OF
'
STRUCTURE.
^j
ALTERNATE #1:
CONTRACTOR SHALL INSTALL STONE
VENEER ON EXTERIOR OF CONTROL
STRUCTURE TO MATCH PROPOSED
BUILDING.
CONTECH STORMRAX, OR
APPROVED EQUAL SMP TRASH
RACK. INV.. 070-54
CONTROL STRUCTURE SECTION DETAIL
TOP VISI OF GRATE
SEE PLAN _
...., TOP OF POND
- 2- HT, - 15" O-RING GASKET RCP
OPENING IN I t 0.50%
BOX
sa
BASIN OUTLET CONTROL STRUCTURE - A101
E
ELEVATION
GENERAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPE$ OF DIFFERENT MATERIALS,
CONSTRUCT THE PIPE COLLAR WITH CLASS "8"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 Of THE
STANDARD SPECIFICATIONS.
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
SIDE ELEVATION
0
t~
r=
Cu. YD.
12"
12"
12"
0.3528
15"
12"
12"
0.3990
18"
12"
12"
0.4485
24"
12".
12"
0.5528
30"
12"
12"
0.8580
38"
12"
12"
0.7841)
42"
12"
12"
0.8858
4s?"
12"
12"
1.0128
54"
18"
18"
2.5793
so"
18"
18"
2,8508
6911
18"
18"
3,1307
72'
18"
i8F'
3,4178
PIPE COLLAR DETAIL.
,,t"tI„Ly(pii G1[C,ll "• i.'f
10'
CONCRETE ANTI -SEEP COLLAR
LOCATED BEYOND MH)OLE OF TOP
OF EMBANKMENT. COLLAR SHALL
BE PER NCDENR REQUIREMENTS
4R SHALL EXTEND 1,5X. THE PW
DIAI&WR BEYOND THE OUTSIDE
MALL OF PIPE, WHICHEVER IS
{TREATER.
I
I
•
7QP Of DAM - 675.tA'
AL
EARTH DAM
SPILLWAY CREST 673.50'
SEE PLAN
CARRY CONCRI 7E IJP SIDESj
OF SPILLWAY (FORMED)
4" THICK 3600 P CONC.
SPILLWAY, 6X6,i;1/# 0 WWM I
BROOM nNISHED.
0
O
RIP RAP CHANNEL
z
SECTIO
SCALE. N.T.S.
4.5' MIN.
5'
4,5' MIN.
TOP OF DAM 675.10'
I;x
--
TOP OF I 1
n
SFE PLAN
a
1
EMBANKMENT 4--
EAR7H DAM"E 1
0
p,
SPILL WAY .CREST 373.50'
J.i
COMPACT SUBGRADE PER GEOTECHNICAL
.. $
SSECTIONB-
N.T.S.
REPORT
REPORT
C/)
TOL EMI EMBANKMENT (TYP.)
CL
Z
CONCRETE EMERGENCY SPILLWAY
NOT TO SCALE
ui m
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z;
is I-- U c " 0) C?
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U3 4i Y = cn � i6
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CAC
NOT TO SCALE
PROJECT NUMBER:
ET35,400
ORIGINAL DATE:
06107/2017
SKEET:
C3.1

j PROP. TRAFFIC RATED CLEANOUTS '
jj FLUSH WITH PAVEMENT (TYP.)
I ♦ t
PROP. 6" PVC
PERFORATED UNDERDRAIN
AT 0.5%f MIN SLOPE (TYP.)
R
PROP, 6" SOLID
SCH, 40 PVC @
0.50% MIN SLOPE
PROP. DUAL 6" PVC
PERFORATED UNDERDRAIN
AT 0.5% MIN SLOPE (TYP.)
15" RCP
NVA
JB#B2
h � ?
1
f �' / ,� NORTH ORIENTED TO
f Q NC GRID (NAD8312011)
CONTROL STRUCTURE
PROP, 12" CONCRETE f��w
IS PRIMARY AND SECONDARY BAND - SEE DETAILS �
SPILLWAY �� FES#8100
N: 452612.7429 CONTRACTOR SHALL PROVID (2) �
EA4593412324 ANTI -SEEP COLLARS FOR Q
OUTFALL. MIN. COVER SHALL BE �4�
2.6'- SEE DETAILS
GRAPHIC SCALE
2sr o ,o' m as
15" RCP (CLASS Iv) (IN FEET)
4
...-PROP. 6" SOLID
INCH — ZQ FT.
SCH. 40 PVC @
0.50% MIN SLOPE
4"
> ' `- p PROP. PVC SHALL 95" RCP (CLASS Ivi. f TIE TO JB#8961
" JB#8141
SAND FILTER
MAINTENANCE AND SCHEDULE
TASK
SCHEDULE
INSPECT BANKS AND SURROUNDING DRAINAGE_ AREAS
FOR EROSION ,AND STABILIZE IF NECESSARY,
MONTHLY.
STREET SWEEP PARKING LUT,
QUARTERLY.
TRASH REMOVAL.
MONTHLY,
INSPECT OUTLET FOR OBSTRUCTIONS.
MONTHLY,
INSPECT FOR CLOGGING.
MONTHLY.
INSPECT INLET GRATES.
MONTHLY,
SKIM SAND MEDIA.
YEARLY.
PUMP OIL AND GRIT FROM SEDIMENTATION CHAMBER.
YEARLY OR AT 50% FULL,
REPLACE SAND MEDIA.
J.
AS NEEDED (EXPECT 3 YEARS).
GRASSED SAND FILTER ONLY
MOW BASIN TO RECOMMENDED HEIGHT IN
ALTERNATING PATTERNS TO PREVENT COMPACTION
AND PREVENT WEED GROWTH, BAG CLIPPING TO
PREVENT THATCH BUILT-UP.
WEEKLY TO BI -WEEKLY DURING THE GROWING
SEASON, AS NEEDED OTHER SEASONS.
LIGHT FERTILIZING TO ESTABLISH HEALTHY ROOTS.
ONLY DURING THE FIRST 2 YEARS.
AERATE AND DETHATCH BASIN FLOOR.
EVERY 2 YEARS.
PERMEABLE ■ A # ER
MAINTENANCE AND SCHEDULE
TASK
SCHEDULE
INSPECT PERIMETER OF THE PERMEABLE PAVEMENT FOR EROSION.
QUARTERLY.
INSPECT THE SURFACE OF THE PERMEABLE PAVEMENT FOR TRASH,
DEBRIS, WEEDS, SEDIMENT, AND RUTTING AND CRACKING.
QUARTERLY.
INSPECT OBSERVATION WELL FOR WATER PRESENT LONGER THAN 5
DAYS AFTER A STORM EVENT
MONTHLY.
EDUCATIONAL SIGN.
QUARTERLY.
PERFORM A SIMPLE INFILTRATION TEST FOR THE PERMEABILITY
OF THE STRUCTURE.
YEARLY.
REPLACE SAND MEDIA.
AS NEEDED (EXPECT 3 YEARS).
MIRAFI 140N (TYP.)J
12" X 12" CLASS B RIPRAP
DRAINAGE TRENCH
WRAPPED IN MIRAFI 140N.
REFER TO POND LAYOUT
FOR SPACING
CORE OF BERM
SHALL BE FORMED
FROM COMPACTED
CLAY OR OTHER
SUITABLE MATERIAL
CLASS B RIPRAP
EARTHEN BERM SHALL EXTEND TO
BOTTOM OF FOREBAY BETWEEN
TRENCHES
SURFACE TREATMENT OF
SAND FILTER -SEE
DETAIL THIS SHEET
SAND FILTER MEDIA - SEE
DETAIL THIS SHEET
+ a + f+ + +�
FOREBAY SAND FILTER
BERM DETAIL
NOT TO SCALE
TOP OF DAM a 671.04 .
3'X3' SQUARE GRATE SHALL BE HE PEAK TYPE CONC, EDGMG
INSIDE BY CONTECH ($TORMRAX) QR
APPROVED EQUAL- INSTALL PER
MANUFACTURER INSTRUCTIONS
100-YRELEV.:6%51� 6g$S0-- h --"-
_¢ TOP SECTION OF RISER FROM PEAK OF RACK
W.YR ELEV.: 699,02— -- - --- — -- — .. — ELEVATION 60.55 TO TOP SHA J_ BE
CAST SEPARATELY AND INSTALLED : 24-X2M HINGED
AT THE ORE EOF RiFQ NFO 7-s£E
PLANS FOR
MORE Access DOOR
2•YR ELEV.:688.St---�-""�"`� .,.,,,......
9u. EPDXY COATED STEPS CAST PITO
V -NOTCH I SIDE OF STRUCTURe. 0 14" Q.C. MAIC STEPS BEYOND
i YR ELEV: s66.1z---�--•-......................... .._,......_ ...,.. _._......... I ._,..._...
PRE-CASTCONCR STRUCTURE
WITH H-20 RATED WALLS.
BMP TRASH RACK BY REINFORCEMENT PER
MANUFACTURER REQUIREMENTS CONTECH {$TORMRAX) Oft MA
I f TOP VIEW OF GRATA
APPROVED EQUAL. INSTALL OUTLET PIPE BEYOND (REAR WALL)
PER MANUFACTURERS
INSTRUCTIONS
� ♦ \ I i OIA.ORIFICE IN SPX, INV.: 467,60
Ii � •yaw
LBorroM aF BASIN SEE PLAN
ANTI-Fi -FLOTATION BLOCK. _ f'4 . ��, I I. I
BLOCK SHALL BE SECURED 3'PT � i'j s�. � TOP OF POND
TO BASE OF RISER WITH #4
EPDXIED RESAR SPACED 12' CONTROL STRUCTURE ELEVATION DETAIL �. , i ..�...... ..m€q.....
LNiCENTER D
PERiMMEiER BASE BASE OF
STRUCTURE-
CONCRETE ANiI-SeEPCOLLAR
{ I_ LOCATED BEYOND MIDDLE OF TOP
11 t-1if I k I (
OF EMBANKMENT. COLLAR SHALL
.BE PER
. R REQUIREMENTS a� SHALL EXTEND 1.5X THE PIPE
MI
ALTERNATE #1: CONTECH $TORMRAX.OR { 1 - -€ 1 [ `.Imo_ WALL OF BEYOND THE OUTSIDE
ALL INSTALL STONE APPROVED EQUAL P TRASH � 1! [ k [[ I [t [ I GREE E Ptl'E, YYt11CIIEVER IS
CONTRACTOR SHMP
ON EXTERIOR OF CONTROL RACK, W: 667.00 �
STRUCTURE TO MATCH PROPOSED
SUILDING.'
2" HT. I I 16" 0 -RING OASKET RCP I 1
OPEN7kG I 1 00.80%
BOX
t.
CONTROL STRUCTURE SECTION DETAIL
NOT TO SCALE
BASIN OUTLET CONTROL STRUCTURE - A102
FINIS SURFACE OF 6" PVC CLEANOUT SET 6"/ -ELEVATION OF AX, SIDE
GRADE -SEE MEDIA SHALL ABOVE SURROUNDING MEDIA: 667,00' SLOPES 3:1
GRADING BE 4" TO 6" GRADE - SEE PLAN FOR 12" CLEANED WASHED
PLAN RIVER JACK LOCATIONS (TYP) "CONCRETE" SAND ASTM C-33 3
"SEE NOTE BELOW 1
( . ALL EXPOSED AREAS WITHIN
MAIN BAY OF SAND FILTER
a. .+ "+ 4. + + + _ �Y _ SHALL BE SOD (TYP.)
4" LAYER OF CHOKING _ f > ' 4 + + x f. .. ; ���-- a
STONE ABOVE + + r ¢ ' v n m r COMPACTED SUBGRADE 95%
} t ' STD. PROCTOR ASTM D 698
UNDERDRAINS, USE T _ + e + 4 �.
+; - f , ° + ' ` , + +. "�+ NON -WOVEN FILTER FABRIC -
#8 OR#89=STONE �" 1� n�tN. FasRlc OVERLAP, rYP. + +
(MIRAFY 140N OR APPROVED EQUAL)
GRADE SUBGRADE OF 4" VERT. CLEANOUT (TYP)
SAND FILTER TO
i.
SUBDRAIN (TYP) s z`— ,,s � " z� WRAP GRAVEL SUB BASE WITH NON -WOVEN
" FILTER FABRIC (MIRIFI 140N OR APPROVED
UNDERDRAINS 6" PVC PERFORATED UNDERDRAIN EQUAL) OVERLAP SEAM 12" MIN.
- SEE GRADING PLAN AND PLAN VIEW OF SAND SAND FILTER SECTION
FILTER FOR NUMBER OF UNDERDRAINS N.T.S.
SAND FILTER NOTES: REQUIRED
V4"PVC PERFORATED PIPE TO DAYLIGHT
1. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS, AMR SEDIMENT BASIN I$ NO LONGER
REQUIRED PER NCDWQ,
2. UNDER -DRAIN SYSTEMS $HALL SCH 40 OR SOR-35 PVC (PERFORATED AND NON -PERFORATED) PIPE.
OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH APPROVAL FROM THE DESIGN ENGINEER AND
INSPECTOR,
3, GRAVEL COVER OVER THE UNDERDRAIN SHALL SEAT LEAST 8" IN DEPTH,
4. GRAVEL UNDER -DRAIN BED MATEMALS (STONE) SIZE SHALL NOT BE GREATER THAN 112 TO 1 1/2 INCHES IN
DIAMETER (BLUE STONE, DOUBLE WASHED, ##57). DEPTH OF GRAVEL SMALL BE 12 INCHES MIN,
5. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MINUTEISQUARE FOOT AND
$HALL NOT IMPEDE THE INFILTRATION RATE OF THE SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER
WOVEN AND INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE END$ AND STAKING IN PLACE
DURING CONSTRUCTION AT THE TURNED SURFACES,
6, TOPSOIL IS TO BE PLACED ON THE SURFACE SURROUNDING PONDING AREA OF THE SAND FILTER,
7. AN OBSERVATION I CLEAN-OUT STANDPIPE MUST BE SNSTALLED IN EVERY SAND FILTER FACILITY.
THE STAND PIPE MUST CONSIST OF A RIGID NON -PERFORATED PVC PIPE, 4 TO 6 INCHES IN DIAMETER. IT
SHOULD BE CAPPED 6" ABOVE THE GROUND ELEVATION OF THE FACILITY. THF_ TOP OF THE WELL SHALL
EITHER BE CAPPED NTH A SCREW OR FLANGE TYPE.
NOT TO SCALE
SAND FILTER DETAIL
ELEVATION
GENERAL NOTES:
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS,
CONSTRUCT THE PIPE COLLAR. WITH CLASS "6"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
" USE 12 INCH DIAMETER VALISES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
If
it
v EXIST. PIPE
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L
SIDE ELEVATION
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12"
12"
12"
0.3528
15"
12"
12"
0.3990
18"
12"
12"
0.4485
24"
12"
12"
0.5528
30"
12"
12"
0.6560
36"
12"
.12"
0.7940
42"
12"
12"
0.8859
48"
12"
12"
1,0126
64"
18"
18"
2,6793
60"
18"
i8"
2.8608
fab"
1$"
18"
3.1307
72"'
1s"
18"
3.4176
PIPE COLLAR DETAIL
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PROJECT INFORMATION
PROJECT MANAGER:
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DESIGNED BY:
TMM
DRAWN BY:
CAC
PROJECT DUMBER;
ET36.400
ORIGINAL DATE:
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CAC
PROJECT DUMBER;
ET36.400
ORIGINAL DATE:
0610712017
SHEET:
C3,2

680
0
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26.58 L
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MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
GRADE
12.0
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CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
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19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
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15" PVC SCH, 40
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38.87 LF @ 0.50%
M
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PROP, FES#A1 PROP. CB#A8
4
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PROPOSED
GRADE
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GRADE
(TYP. )
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680
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
GRADE
PROPOSED
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
. __
_.-_
_'_q
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
(TYP.)
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
5
LF
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
I
I
THOROUGHLY COMPACTED IN PL:AOE.
i
I ;
I1
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
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PROP, FES#A1 PROP. CB#A8
4
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660
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WATER MANAGEMENT AND SEDIMENT REDUCTION.
67.0
r
- (TYP.) ...
680
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
GRADE
PROPOSED
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
. __
_.-_
_'_q
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
(TYP.)
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
5
LF
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
I
I
THOROUGHLY COMPACTED IN PL:AOE.
i
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19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
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15" PVC SCH, 40
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i - 11.25 LF @0.500/4_
16" DIP 244.00 LF
@0.50%Q
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9
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P W
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10.25 LF @0,50%a
150 RCP
30.67 LF 0000/0
461/a
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6
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PROP. FES#B1 - PROP. CB##B3
670
�S
4 w
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12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
+
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11
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UNDER THE TAMPING BLOWS OR PROOF ROLLING.
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67.0
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680
670
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4 w
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PROP. AD#A3 PROP. HW#A6
ti
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
+
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PROP/
GRADE
ow
11 110
Z Z
680
tl
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11
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(TYP.)
moi' z
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5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
LL 0
amZz
(P )
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
67.0
r
- (TYP.) ...
_
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
GRADE
PROPOSED
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
. __
_.-_
_'_q
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
(TYP.)
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
��
(TYP.)
THOROUGHLY COMPACTED IN PL:AOE.
j
psi
I1
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
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15" PVC SCH, 40
€E
i - 11.25 LF @0.500/4_
16" DIP 244.00 LF
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PROP. AD#A3 PROP. HW#A6
ti
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
+
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5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
LL 0
amZz
z
670
15" RCP (CLAS;
81.64 LF @ 0,!
co
00
Uaotop
9L
to
M
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PROP. D1#A6 - PROP. D1#A7
Q a) Q
CD �
+ + + +
680© Ca 680
Q C�
0
( IN
t~
U. G
QQ
(LWJE
6■0
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GRADE
(n'P•)
15" RCP (CLASS IV)
03.30 LF 0,50"!a
660
tr>
CD
CO
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
o
e•
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m 1x1
LD ca
coo oil
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tt ces
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F4_
LI GT t-
0 to f"•
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D,
11
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25
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE
5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
a�.cia-
amZz
z
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
67.0
r
- (TYP.) ...
_
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
GRADE
PROPOSED
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
. __
_.-_
_'_q
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
(TYP.)
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
��
(TYP.)
THOROUGHLY COMPACTED IN PL:AOE.
14. THE MINIMUM COVER FOR ALL STORM DRAIN PIPE WITHIN PAVEMENT SECTIONS IS
I1
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
(TYP.)
'e
€E
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f
W
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IV)
EXISTING
zm
oil
I4/'v:::
-
GRADE
RADE
-------4
-
77.
1•F
(Typ.)
(TYE'.)
C7
ca
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140
W
I
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0
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c
m
to
M
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PROP. D1#A6 - PROP. D1#A7
Q a) Q
CD �
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680© Ca 680
Q C�
0
( IN
t~
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6■0
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GRADE
(n'P•)
15" RCP (CLASS IV)
03.30 LF 0,50"!a
660
tr>
CD
CO
to
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PROP. FES#B100 PROP. HW#8103
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
o
e•
e +
m 1x1
LD ca
coo oil
�- r- „.
tt ces
r
3. RIM FOR JUNCTION BOXES (JB) =TOP CENTER OF MANHOLE DOVER
PROPOSED
LI GT t-
0 to f"•
D' ? t11
D,
11
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25
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE
5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
a�.cia-
amZz
z
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
67.0
r
- (TYP.) ...
_
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
--
PROPOSED
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
. __
_.-_
_'_q
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
GRADE
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
��
(TYP.)
THOROUGHLY COMPACTED IN PL:AOE.
14. THE MINIMUM COVER FOR ALL STORM DRAIN PIPE WITHIN PAVEMENT SECTIONS IS
I1
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
(TYP.)
'e
€E
•rr
f
_.
-0
zm
oil
C S
77.
1•F
1 08%
C7
ca
Ir-
140
W
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1
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to {}..
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15
RC
c+7
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to
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PROP. FES#B100 PROP. HW#8103
EXISTING
GRADE
(TYP. )
1S" RCP (CLASS m
38.48 LF @ 0.80%
cp
S
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
o
e•
e +
m 1x1
LD ca
coo oil
�- r- „.
tt ces
r
3. RIM FOR JUNCTION BOXES (JB) =TOP CENTER OF MANHOLE DOVER
PROPOSED
LI GT t-
0 to f"•
D' ? t11
D,
11
Z Z
25
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE
5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
a�.cia-
amZz
z
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
67.0
EXISTING
GRADE
(TYP. )
1S" RCP (CLASS m
38.48 LF @ 0.80%
cp
S
CONTROL
STRUCTURE-
SEE DETAILS
-EXISTING
GRADE
(TYP. )
PROP. D1##B101 - PROP. CS#B102
m
r �
•
e•�
a
M co
+ca
CD +❑
d Q
00ncZ
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET. SIX (6) INCHES IN HEIGHT
TMM
SHALL HAVE STEPS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE
PROJECT NUMBER:.
ET35.400
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO NCDOT STANDARD
3. RIM FOR JUNCTION BOXES (JB) =TOP CENTER OF MANHOLE DOVER
PROPOSED
PER NCDOT SPECIFICATIONS.
4, JUNCTION STRUCTURES INSTALLED OUTSIDE OF PAVEMENT AND LANDSCAPED AREAS
SHALL BE SET TWO (2) ABOVE FINAL GRADE.
16. ALL TRENCH BACKFILL SHALL BE.OF LOW PLASTICITY, FREE FROM ROOTS,
i
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE
5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
GRADE
CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARD SPECtFICATIONS,
MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
16. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER AS UNSUITABLE: FOR
r
- (TYP.) ...
_
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
--
PROPOSED
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
. __
_.-_
_'_q
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
GRADE
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
��
(TYP.)
THOROUGHLY COMPACTED IN PL:AOE.
14. THE MINIMUM COVER FOR ALL STORM DRAIN PIPE WITHIN PAVEMENT SECTIONS IS
THREE (3) FEET, UNLESS THE PIPE IS RCP CLASS IV, IN WHICH CASE IT SHALL HAVE A
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
(TYP.)
'e
•rr
f
C S
77.
1•F
1 08%
C7
8
W
� Cp
CONTROL
STRUCTURE-
SEE DETAILS
-EXISTING
GRADE
(TYP. )
PROP. D1##B101 - PROP. CS#B102
m
r �
•
e•�
a
M co
+ca
CD +❑
d Q
00ncZ
G
m
CG
I-
cp
PROP. FES#A100 PROP. CS##A101
CONTROL
STRUCTURE -
SEE DETAILS
STORM. DRAINAGE NOTES:
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET. SIX (6) INCHES IN HEIGHT
TMM
SHALL HAVE STEPS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE
PROJECT NUMBER:.
ET35.400
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO NCDOT STANDARD
3. RIM FOR JUNCTION BOXES (JB) =TOP CENTER OF MANHOLE DOVER
PROPOSED
PER NCDOT SPECIFICATIONS.
4, JUNCTION STRUCTURES INSTALLED OUTSIDE OF PAVEMENT AND LANDSCAPED AREAS
SHALL BE SET TWO (2) ABOVE FINAL GRADE.
16. ALL TRENCH BACKFILL SHALL BE.OF LOW PLASTICITY, FREE FROM ROOTS,
i
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE
5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
GRADE
CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARD SPECtFICATIONS,
MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
16. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER AS UNSUITABLE: FOR
r
- (TYP.) ...
_
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
STRUCTURES AND SHALL CLEAN EXISTING PIPES TO REMOVE ALL SILT AND DEBRIS.
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID, THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT
8, CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION.($)
EXISTING
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST (A DENSITY OF 100%
-
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
��
GRADE
ADE
THOROUGHLY COMPACTED IN PL:AOE.
14. THE MINIMUM COVER FOR ALL STORM DRAIN PIPE WITHIN PAVEMENT SECTIONS IS
THREE (3) FEET, UNLESS THE PIPE IS RCP CLASS IV, IN WHICH CASE IT SHALL HAVE A
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
(TYP.)
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CONTROL
STRUCTURE -
SEE DETAILS
STORM. DRAINAGE NOTES:
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
1, RIM FOR CATCH BASINS (CB) = FRONT CENTER OF GRATE AT EDGE OF PAVEMENT,
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET. SIX (6) INCHES IN HEIGHT
TMM
SHALL HAVE STEPS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
2. RIM FOR DROP INLETS (DI) = TOP CENTER OF GRATE
PROJECT NUMBER:.
ET35.400
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO NCDOT STANDARD
3. RIM FOR JUNCTION BOXES (JB) =TOP CENTER OF MANHOLE DOVER
SPECIFICATIONS. ALL CATCH BASINS.(CB) SHALL HAVE TRAFFIC LOAD BEARING GRATES
PER NCDOT SPECIFICATIONS.
4, JUNCTION STRUCTURES INSTALLED OUTSIDE OF PAVEMENT AND LANDSCAPED AREAS
SHALL BE SET TWO (2) ABOVE FINAL GRADE.
16. ALL TRENCH BACKFILL SHALL BE.OF LOW PLASTICITY, FREE FROM ROOTS,
VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE
5. RLL STORM DRAINAGE STRUCTURES AND PIPES SHALL BE DESIGNED AND
A BY MECHANICAL
MATERIAL. SAID MATERIAL SHALL BE? CAPABLE OF BEING COMPACTED
CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARD SPECtFICATIONS,
MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER
UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. ALL STORM DRAINAGE SYSTEMS SHALL MEET NCDENR STANDARDS FOR STORM
WATER MANAGEMENT AND SEDIMENT REDUCTION.
16. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER AS UNSUITABLE: FOR
BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT SACKFILL
7. CONTRACTOR SHALL INSPECT ALL EXISTING STORM DRAINAGE STRUCTURES.
MATERIAL.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS REQUIRED TO EXISTING
STRUCTURES AND SHALL CLEAN EXISTING PIPES TO REMOVE ALL SILT AND DEBRIS.
17. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID, THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT
8, CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION.($)
INCHES, EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATION FROM THE PLANS.
DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST (A DENSITY OF 100%
STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (B) INCHES).
9. ALL STORM DRAIN PIPE WITHIN EXISTING AND PROPOSED PUBLIC STREET
RIGHT-OF-WAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III PER NCDOT
18. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
SPECIFICATIONS, UNLESS OTHERWISE= NOTED.
COMPACTION METHODS, EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND
THOROUGHLY COMPACTED IN PL:AOE.
14. THE MINIMUM COVER FOR ALL STORM DRAIN PIPE WITHIN PAVEMENT SECTIONS IS
THREE (3) FEET, UNLESS THE PIPE IS RCP CLASS IV, IN WHICH CASE IT SHALL HAVE A
19. UNDER NO CIRCUMSTANCES SMALL WATER BE PERMITTED TO RISE IN UNBACKFILLEt7
MINIMUM OF ONE (1) FOOT OF COVER.
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
11. RCP STORM DRAINAGE PIPE SHALL. BE TONGUE AND GROOVE TYPE WITH FLEXIBLE 20. THE NCDOT ASSUMES NO REPONSMILITY FOR THE STRUCTURES AND/OR CLOSED
MASTIC OR BUTYL SEALANT JOINTS, UNLESS OTHERWISE SPECIFICALLY NOTED ON THE DRAINAGE SYSTEM BEYOND THE PUBLIC ROAD RIGHT OF WAY.
CONSTRUCTION PLANS.
GRAPHIC SCALE
40' 0 20' 46' s4' 1W
( IN FEET)
7 INCH = 40 FT.
VERTICAL GRAPHIC SCALE
4' 0z 4' a 1fl'
(IN FEET)
1 INCH = 4 FT.
Know whars get4V11.
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CAC
PROJECT NUMBER:.
ET35.400
ORIGINAL DATE:
0610712017
SHEET:

EROSION CONTROL NOTES:
TOWN/COUNTYISTATE EROSION CONTROL ORDINANCE AND IS
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SUBJECT TO A FINE"
1. ALL EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH. THE NC EROSION RAID SEDIMENT g
CONTRACTOR. SHALL MAINTAIN ALL EROSION CONTROL
CONTROL PLANNING AND DESIGN MANUAL, LIS DEPT. OF
DEVICES AND STRUCTURES REQUIRED PER THE APPROVED
AGRICULTURE, AND. THE SCS. THE CONTRACTOR SHALL
EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OF
DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL. EROSION
THE PROJECT. THIS MAY INCLUDE: CONSTRUCTION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION,
ENTRANCE; SILT.FENCE, DIVERSION DITCHES, SEDIMENT
�� •f•fi.1ff.R. �� S,1
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BASIN AND TRAPS, SILT FENCE BAFFLES, AND TREE
2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO
PROTECTION FENCE.
CONSTRUCTION, AND ALL EASEMENTS MUST BE CURRENT.
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9, .
'INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY
3. CONTRACTOR IS RESPONSIBLE FOR STOPPING
UNION COUNTY AND NCDENR. ADDITIONAL INSPECTIONS MAY
SEDIMENTATION DOWNGRADE OF ALL DISTURBED AREAS.
BE CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT
SILT FENCE. SHOWN ON THIS PIAN IS THE MINIMUM THAT
NOT LIMITED TO: RANDOM INSPECTIONS; INSPECTIONS BASED
SHALL BE INSTALLED. CONTRACTOR SHALL INSTALL
UPON COMPLAINTS OR OTHER NOTICE OF POSSIBLE
ADDITIONAL SILT FENCE WHEREVER FIELD CONDITIONS WILL
VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREAS
RESULT IN SEDIMENTATION OF NON -DISTURBED AREAS,
IDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT
OR OTHER CONTAMINANTS OR POLLUTANTS; INSPECTIONS OF
4. SOILS PRESENT ON-SITE ARE, APB & HeS
BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITH
HIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS OR
5. TOTAL DENUDED AREA IS: 2.73 -AC
POLLUTANTS OR WITH DISCHARGES OF A TYPE WHICH ARE
MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE
VIOLATIONS OF STATE OR FEDERAL WATER QUALITY
PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION
STANDARDS OR THE NPDES STORMWATER PERMIT, AND
CONTROL ORDINANCE ARID IS .SUBJECT TO A FINE.
JOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING
UNDER ENVIRONMENTAL AND SAFETY LAWS, INSPECTIONS
4. ADDITIONAL MEASURES TO'CONTROL EROSION AND
MAY INCLUDE BUT ARE"NOT LIMITED TO: REVIEWING
SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
MAINTENANCE AND REPAIR RECORDS; SAMPLING
TOWNICOUNTY/STATE ENGINEERING DEPARTMENT.
DISCHARGES, SURFACE WATER, GROUNDWATER, AND
MATERIAL OR WATER IN BMPS; EVALUATING THE CONDITION
5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14
OF BMPS AND STORMWATER MANAGEMENT PRACTICES,
CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY 10•
RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER
IS COMPLETED OR HAS TEMPORARILY CEASED.
SHALL GRANT TO, UNION COUNTY ENVIRONMENTAL
MANAGEMENT, NCDENR.OR ANY OTHER GOVERNING AGENCY,
6. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN
THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES
14 CALENDAR DAYS AND GRADED SLOPES AND FILLS WITH A
AND IN A REASONABLE MANNER FOR THE PURPOSE OF
SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A
INSPECTION.
PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY
CEASED. 11.
CONTRACTOR I OWNER SHALL VERIFY THAT WETLANDS,
STREAMS AND POND IMPACTS HAVE BEEN PERMITTED
7, GRADING MORE THAI+! ONE ACRE WITHOUT AN APPROVED
THROUGH ALOE AND NCDENR.
EROSION CONTROL PLAN IS A:VIOLATIION OF THE
W
k - EROSION .CONTROL SEQUENCE,
PHASE 1:
1. OBTAIN EROSION CONTROL PLAN APPROVAL/PERMITS FROM NCDENR.
2. SET UP AN ON-SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION
CONTROL INSPECTOR OF
NCDENR AND VILLAGE OF MARVIN TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO .
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANDLAND-DISTURBING ACTIVITIES IS A
VIOLATION AND IS SUBJECT TO A FINE.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT PERIMETER CONTROL
MEASURES, SILT FENCE, RIP -RAP, AND SILT FENCE PENINGS. CLEAR ONLY AS NECESSARY TO
INSTALL THESE DEVICES.
Q.
4. INSTALL TEMPORARY BASINS AND STORM DRAINAGE AS SHOWN ON PLANS.
5. STAKE PROPOSED GREENWAY IN FIELD AND FLAG ANY TREES WHICH ARE IN CONFLICT WITH :.
PROPOSED GREENWAY. ADJUST GREENWAY ALIGNMENT AS NEEDED TO AVOID EXISTING TREES
AND CONFIRM LOCATION WITH OWNERS' REPRESENTATIVE, AND VILLAGE OF MARVIN PLANNING
AND PARKS & RECREATION DEPT.
6. ONCE FINAL LOCATION OF PROPOSED GREENWAY IS CONFIRMED, INSTALL SILT FENCE AS
SHOWN TOFF EDGE OF THE PROPOSED GREENWAY ON THE DOWNHILL SIDE, WHERE FIELD`
CONDITIONS WARRANT, INSTALL STONE OUTLETS TO AVOID BLOWOUTS.
7, CONTRACTOR SHALL MINIMIZE CLEARING AND GRADING FOR THE CONSTRUCTION OF: THE
PROPOSED GREENWAY TO THE MAXIMUM EXTENT PRACTICABLE.
\._./
8. CALL NCDENR FOR INSPECTION OF MEASURES INSTALLED IN (3) ABOVE, ONCE INSPECTOR
GRANTS PERMISSION, PROCEED WITH GRADING AND INSTALLATION OF SKIMMER SEDIMENT
BASIN, AND SKIMMER BASIN WITH PERMANENT CONTROL STRUCTURE: IDENTIFIED ONTHESE
PIANS.
ui
9, CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, CLEARING I GRUBBING AND
DEMOLITION FOR REMAINDER OF SITE MAY BEGIN.
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10. CLEAR & GRUB SITE WITHIN DENUDED LIMITS IDENTIFIED IN PHASE
1, ANY GRADING OUTSIDE
THE LIMITS IS SUBJECT TO A FINE,
11, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL DEVICES AND
SCHEDULING OF REQUIRED INSPECTIONS AND RECORD DOCUMENTATION TO BE PERFORMED.
SPEC1AUNSPECTIONS NATE:
PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT SEDIMENT AND EROSION CONTROL
MEASURES ON A PROJECT AFTER EACH PHASE OF THE
PROJECT TO ENSURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWIED, A
PROJECT INFORMATION
SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS
1 MM
OF THE SELF -INSPECTION PROGRAM CAN BE FOUND
T.MM
ONLINE AT HTTP:/IPORTAL.NCOENR.ORGIWEBILRIEROSION
CAC
AS A MINIMUM, THE INSPECTION SHALL BE PERFORMED
ET35,400
AFTER EACH OF THE FOLLOWING PHASES OF THE PLAN:
06!07/2017
1. INSTALLATION OF PERIMETER EROSION AND
C4w0
SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPSIBASINS
AND/OR SKIMMER BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND
COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT
REQUIRES PROVISION OF STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE
OF THE. PROJECT.
6. COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION OR
WATER QUALITY MEASURES.
8. QUARTERLY UNTIL THE ESTABLISHMENT OF
PERMANENT GROUND COVER IS FULLY
ESTABLISHED.
NOTE THE, ABOVE. INSPECTION REQUIREMENTS ARE IN
ADDITION TO NPDES INSPECTION REQUIREMENTS.
LEEN©
EXIST. MAJOR CONTOUR _ ._ __. ,. _._ _ _._:._. _ _ ._
PROP. DIVERSION DITCH - ► - -* -� -s -s -s - ► -�
EXIST. MINOR CONTOUR
PROP, ROCK CHECK DAM
EXIST. SOIL BOUNDARY BENNO= a mmmzmmm
PROP. STRAW WATTLE
PROP. MAJOR CONTOUR
PROP. FENCE OUTLET
SILT
PROP. MINOR CONTOUR
PROP. TEMP. SILT SACK
EXIST. TREE LINE
INLET PROTECTION
PROP. TREE PROTECTION
PROP, CONC. WASHOUT
PROP. DISTURBANCE LIMITS m:. . g � � mm
PROP. TEMP. DIVERSION BERM -TB-TB
PROP, DRAINAGE AREA
PROP. SOIL TYPE ApB
TEMP. SILT FENCE
PROP. ROCK WEIR
TEMP HIGH HAZARD SILT FENCE --*---1 -�-
PROP, CONSTRUCTION ENTRANCE g
° THE PRESERVE AT MARVIN
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; PROPOSED TEMP. STANDARD
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SILT FIANCE (TYP.) -SEE
DEED.6738-080 DETAILS =fir
300,695 $F OR 6.903 ACRES
PID 06225390
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PROP. DENUDED VA5IR DDYRAVI ? PROPOSEDTEMPORARY
LIMITS AT EDGE OF " CONSTRUCTION ENTRANCE 4r
DEED 7898 657
133,294 SF OR 3,06 ACRES
SEWER EASEMENT
PID 06225012
s.,
WELL
PROP, TEMP. HIGH � , �e8
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EXISTING
PROP
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,►.M.�r•A r�. I EXISTING 12"
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PROPOSED ; - . 2' PIPE
_ / `f PROPOSED Q �
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/ �' TEMPORARY
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AIL
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PROPOSED 2" SKIMMER _ ;, % CONCRETE
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WASHOUT (TYP.) .
RETAILS
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18
DE AI
-CEDAR .' 18 �f
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DI#B1tI1
A �" -"' PROPOSED TEMP Cs#B 02 f
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6" I RIP -RAP APRON
A
A
14S FES 1 (TYP,)
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r 15 RCP GLASS/
F
PROPOSED
rRCP (CLASS IV
ION DITCH f 15
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PROPOSED DOUBLE " f
PROPOSED �� f
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A51 r . SILT FENCE (TYP,) (TYP.) .
HISTORIC MARVIN TRUST
/ :- ' " SEE DETAILS
DEED -16593-125/ ��. PROP. STONE OPENING IN SILT
89,298 SF OR 2.05 ACRES I g FENCE (TYP.) - SEE DETAIL
/ PID 062250098 co
'r J " ` PROPOSED PERMANENT RISER TO Ellw
1 2.50, AND � I �� CO
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INSTALLED TO ELEVATION BT -
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TOP PORTION OMITTED UNTIL FINAL PROPOSED TEMPORARY r f f / Q
AD
DOUBLE ROW HIGH HAZARD
STABILIZATION - SEE CONTROL " _ Cj ,ill
- SILT FENCE (TYP.) - SEE - - N
f
STRUCTURE DETAIL FOR MORE INFO = DETAILSf{
:
Wu
. / PROPOSED _ PROPOSED PERMANENT PROPOSED TEMP..
DRAINAGE AREA CONTROL STRUCTURES AND ` COIR BAFFLES
BASIN#1 ("�)
- = .- Qi % Lj
i a STORM DRAINAGE INSTALLED P. - SEE DETAIL w '
,� - ,_
j Fy THIS PHASE (TYP.) - SEE
PROPOSED 2" SKIMMER
,.-.-__:..._. DETAILS AND STORM
WITH 1.5- ORIFICE -SEE PROFILES: FOR MORE INFO. 1 A {{
\ {
a �xr DETAILS
C; - I PROP. ROCK
s r PROPOSED RIP -RAP {
PROPOSED f 0 '` $ WEIR(TYP.) - SEE
�h = -► -s,. BERM (YYP.). �� {
NOW OR FORMERLY TEMPORARY
CONCRETE _-' �` � �-��'tF�'` �>- � _ _ � _ � RETAIL
SPILLWAY (TYP.) tLf" �QO S.,. PROPOSED VILLAGE" OF MARVIN PROPOSED � c�
:6588-697 SKIMMER %
CS#AIOI - TEMP. STONE DEED , NOW OR FORMERLY
PROPOSED i /1 RING PLAT CAB M FILE' 9'10.9'1 1 �ij f
� _ � _ BASIN #2 ' _ � tld
j; ! T` (TYP•) - ,` II PULTE HOME CORPORATION
_ 1 154.703 SF OR 3.551 ACRES �"
SEE DETAILS �~" _
TEMPORARY //f ,_, ; ""' PID 06225390A �� O
�" I7EEC3.6604-11086
RIP -RAP BERM, - { 939,964 SF OR 4.591 ACRES
T
s� PROPOSED SKIMMER , �, � /
PID 06225233
PROPOSED DENUDED ��y " : # -- exz BASIN DRAINAGE f 1f CONTRACTOR SHALL GRADE IN
LIMITS AT PROPERTYe
R.O.W. ONLY AS NEEDED TO
LINE (TYP.) AREA #2: � - % _.
�U / • .� '� ! PROVIDE POSITIVE DISCHARGE
��DENUDED = 1.18 AC, ! -- � - f �' TO AND FROM PROPOSED
A
� STORM IMPROVEMENTS
T MPORARY PROPOSED TOTAL ,18 AC. ,, r
18"'[ ; _ 0 .
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130
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a PROPOSED TEMP i
90 ` - RIP -RAP APRON � H
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� PROPOSED TEMP.
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14" COIR BAFFLES
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(TYP.) 'SEE DETAIL.
APPROX. LOCATION OF EXIST. 12"
NOW OR FORMERL� N MAP. I C�
PUPLARI,
WATER LINE PER DRAWINGS BY
87Q I�80" S OH �� YHDATED SEPTEMBER 26, 2016
THE VILLAGE OF MARVIN ! , ,..---r" INC.
�- - .�
i3EEfJ:6281-121 AR -� � � •• �� TITLED "THE PRESERVE AT MARVIN„
PUP: pLIG /
20.309 SF OR 0.48 ACRES pU
60 � .�
PID 06225f110 'T . O
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PICA BEES -
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75,315
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CONTRACTOR SHALL COORDINATE ALL
t3 CONSTRUCTION ACTIVITIES AND AROUND R/W
PROPOSED DENUDED r -� g G- WITH PROP. ROADWAY IMPROVEMENTS BY PARSONS
D LIMITS (TYP.) - "~ W'"l3RINCKERHOFF (TYP.) -SEE PLANS TITLED "MARVIN
�� ROADWAY PHASE 4" DATED DECEMBER 28, 2016
_- EXISTING FIRE
HYDRANT
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APPROX. LOCATION OF EXIST. 12"
WATER LINE PER DRAWINGS BY
PROPOSED SEDIMENT BASIN YARBOROUGH-WILL-AMS & HOULE,
DRAINAGE AREA #1: INC. DATED SEPTEMBER 26, 2016
TITLED "THE PRESERVE AT MARVIN" (IN FEET) Know what's below.
DENUDED = 0.83 AC. 1 INCH = 30 FT. Call before you dig.
TOTAL: 0.83 AC.
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PROJECT INFORMATION
PROJECT MANAGER;.
1 MM
DESIGNED BY:
T.MM
DRAWN BY:
CAC
PROJECT NUMBER:
ET35,400
ORIGINAL DATE:
06!07/2017
SHEET:
C4w0

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ei a�a art z `n
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT 7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE X
t sa
c UJ, -
CONTROL PLANNING AND DESIGN MANUAL, US DEPT: OF AGRICULTURE, AND THE SCS. THE CONTRACTOR TOWN/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
SMALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION[ CONTROL DEVICES AND STRUCTURES TC) LnMINIMIZE EROSION.
8. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES REQUIRED PER THE _ _$ ' SS _ - IL ti o
� �
APPROVED EROSION CONTROL PLANS THROUGHOUT THE LIFE CYCLE OF THE PROJECT. THIS MAY � uj �
INCLUDE: CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DITCHES, SEDIMENT BASIN AND TRAPS, SS "S SS
2. ALL LAND OWNERS MUST BE NOTIFIED PRIOR TO CONSTRUCTION, ANC! ALL EASEMENTS MUST BE CURRENT. SILT � `"., - s
FENCE BAFFLES, AND TREE PROTECTION FENCE. s SS
3, CONTRACTOR IS RESPONSIBLE FOR.. STOPPING SEDIMENTATION DOWNGRADE OF ALL DISTURBER AREAS. g. INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY UNION COUNTY AND NCDENR. ADDITIONAL
SILT FENCE SHOWN ON THIS PLAN IS THE MINIMUM THAT SHALL BE INSTALLED. CONTRACTOR SHALL
INSPECTIONS MAYBE CONDUCTED ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED TO. �\
INSTALL ADDITIONAL SILT FENCE WHEREVER FIELD CONDITIONS WILL RESULT SEDIMENTATION OF { {;
NON -DISTURBED AREAS. RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR OTHER NOTICE OF POSSIBLE ? „ 13Y
VIOLATIONS,
INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED AS HIGHER THAN TYPICAL�S� -
4. SOILS PRESENT ON-SITE ARE: APB HeB --
SOURCES OF SEDIMENT OR OTHER CONTAMINANTS OR POLLUTANTS, INSPECTIONS OF BUSINESSES ORcoon
&
fi
t.
INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THAN USUAL DISCHARGERS OF CONTAMINANTS DR _
POLLUTANTS OR WITH DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE
5. TOTAL DENUDED AREA 1$:2.73 -AC
TO CAUSE. VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORMWATER
3, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLAT#ON OF .THE CITYICOUNTY
PERMIT; AND JOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND E
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
SAFETY LAWS. INSPECTIONS MAY INCLUDE BUT ARE NOT LIMITED TO: REVIEWING MAINTENANCE AND
REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIAL OR WATER
IN BMPS; EVALUATING THE CONDITION OF BMPS AND STORMINATER MANAGEMENT PRACTICES. {
4 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIREDBY REPRESENTATIVE
{ Q
OF THE TOWNICOUNTYISTATE ENGINEERING DEPARTMENT.
10. RIGHT -OF -ENTRY FOR INSPECTION. THE PROPERTY OWNER SHALL GRANT TO UNION COUNTY
ENVIRONMENTAL MANAGEMENT, NCDENR DR ANY OTHER GOVERNING NG AGENGY THE RIGHT TO ENTER THE5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN14 CALENDAR DAYS AND ALL DISTURBED PERIMETER -
Y
AREAS WITHIN 7 CALENDAR DAYS AFTER LAND ACTIVITY IS COMPLETED OR HAPROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. PROP. STONE OPENI4,1
AY
CEASED.
IN SILT FIANCE
11. CONTRACTOR I OWNER SHALL VERIFY THAT WETLANDS, STREAMS AND POND IMPACTS HAVE BEEN H 0
SEE DETAIL
6. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS ANI? GRADED SLOPES PERMITTED THROUGH ACOS AND NCDENR. HOH T. _ ''' %( �-
CIH----`----�' OH -OH
AND FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS OH
COMPLETED OR HAS TEMPORARILY CEASED. C3H OH-- ��Oi l N CAH--- --OH p '!�� C��
- r ;
O OH OH H
- f i - -OHAf
��:w_
-�..-..�....e0 JL4 .'�,��' P S
PROP. HIGH HAZARD
• ' t SILT FENCE (TVP.) - SIE�,.
1 C DETAIL 3C)' OVER �-- r C3 C" � n
EROSION CONTROL SEQU�NGE (PHASE ) ., 1 -!EAI? UTILITY t ItUE ESMT
1. COMMENCE ROUGH GRADING OF SITE.
2. VERIFY SILT FENCE INSTALLED DURING PHASE 1 IS STILL PROVIDING PROTECTION TO KEEP SEDIMENT
FROM LEAVING PROJECT LIMITS- FIELD ADJUST LOCATIONS OF SEDIMENT FENCE AS NECESSARY TO
PREVENT SEDIMENT LEAVING PROJECT LIMITS,
3. INSTALL PROPOSED WATER AND SEWER PIPES, STRUCTURES, AND APPURTENANCES.
CONTRACTOR SHALL INSTALL PAVERS ��A; �,
NOW QR f RMERLY NOW OR FORMERLY
a % "� lCOTAREI?1SY MAHEEJA AFTER CONTRIBUTING DRAINAGE AREA IS fi�� • ,Q'••.••.,•.••��+�
THE PRESERVE AT MARVIN # i COMPLETELY STAI3#LIZED -CONTRACTOR r -_ fig SSOC1 A�
669 VASIREDOY RAVf ! 1�
COMMUNITYASSOCIATION % U DE .56 -6 5 $HALL TAKE ADDITIONAL MEASURES AS �/ti#iTIlltlll
INC. ' - t� c� E17 98 5 NEEDED TO PROTECT PAVER AREAS FROM
/ DEEO.6738-080 f'. � 133,294 SE OR 3.06 ACRES SEDIMENTATION -SEE NOTES THIS SHEET
3030.695 SF OR 6.903 ACRES t o � h PID 06225012
{} ` PID 06225390 € y r r s s x
PROPOSED TEMP,
4. ROUGH GRADE ROAD, PARKING LOT, AND INSTALL ADDITIONAL RUNOFF PREVENTION MEASURES SHOWN IN STANDARD SILT FENCE PROPOSEDTEI�IP(TRARY _ ,+ Q +++
THIS PHASE.
s �� , CA•
(T Y ) DEFAIL CONSTRU JI �� .•• � '.
�; { CTI[T
- { - �•
r
{ P. fSEE PROPOSED: �-7
5. ENSURE DENUDED AREAS CONTINUE TO DISCHARGE 70 PROPOSED 5E131MBNTiSKIMMFR BASIN, UNTIL ALL
DISTURBED AREAS ARE FLOWING TO PROPOSED STORK! INLETS. e �' PROPOSED-TEMPORARYr TEMPORARY ;
/ PROP. DENUD D LIMNS �ti i° (0 rA 0 CONCRETE WASHOUT RIP -RAP •'� 1 22 : L
5. INSTALL PERMANENT STORM PIPES AND STRUCTURES A5 SHOWN ON THESE PLAIiS..iNISTAi.L`TEMPORARY IN 100` STR BtJP ER k>� ;ts WEL � �A
' (TVP.) < SEE DETAIL APRON (fYP,)
PIPES FROM PERMANENT STORM SYSTEM TO EROSION CONTROL BASINS AS INDICATED ON THESE PLANS,
7, INSTALL TEMPORARY OUTLET STABILIZATION AT ALL TEMPORARY OUTFALLS. FESBIAQ +•
8. COMMENCE FINE GRADING AND INSTALL ALL OTHER UTILITIES INDICATED ON UTILITY PLAN AND PROFILES
P Ff�"../ 1l�
WITHIN CONTRACT. TOP 0
EXISTING [TRAIN:.
r 25' 'EF2IETER TREE SAVE ".f /.c
CHANNEL $ % . , / r . / i / f f R / " a
S. STABILIZE ALL SLOPES A5 SOON AS APPLICABLE PER SEEDING SCHEDULE -SEE DETAILS. : � � � � , `
,
15"RCP LA5S
10. LOCATE CONCRETE WASH OUT AREA AS INDICATED ON THESE PLANS. ,�� .: � �
_
l
� SIO' REAR SETBACK
11. INSTALL CURB AND GUTTER AND PAVE PROPOSED ROADS.-
O�
12, STABILIZE ALL REMAINING DENUDED AREAS. 12 S6
f l
of
.COMPLETE,{PROPOSED SEWER13. ONCE ALL CONSTRUCTION AND GRADING ISCALL EROSION CONTROL INSPECTOR �.
CONTRACTOR SHALL
SCHEDULE SITE INSPECTION,
r�
_ MANHOLES AND PIPITS
CONVERT INLET PROTECTION t#8101
: ` � r= h ,- - INSTALLED THIS PHASE - � � ;� ,� w 1
IN PAVED AREAS TO SILT :` - :' 18 Q ,� , .": r
R.
14. ONCE EROSION CONTROL INSPECTOR GRANTS PERMISSION TO CLOSE TEMPORARY EROSION CONTROL ' .,, AR - " . r . a+ SEE WATER ANIS SEWER w ..
r
�' SACKS ONCE CURB N r: � GED tD . 18 � H -, -� CB#83 - s ` � � 15 RCP CLASS IV
I CAV ACCUMULATED SEDIMENT AND DISPOSE OF PER PROJECT SPECIFICATIONS AND PLANS. SCS N U .BAD: roto ASt# A- �> PLANS FOR MORE INFO` ( )
BASINS EXCAVATE ACLU ECO GUTTER AND GRAVEL BASE -
CONVERT SEDIMENT BASINS TO PROPOSED DRY POND AND SAND FILTER ONCE ALL CONTRIBUTING
ARE INSTALLED (TYP,) N1iA 15" RCN (CLASS IV)
DRAINAGE AREAS ARE STABILIZED.
15. BACKFILL AND GRACIE T3ASM5 TO ACHIEVE PROPOSED GRADES SHOWING ON FINAL GRADING PLANS. .
Q
6°� FES#A900 JB#ET2
' , - #u" a 15 RCP
1$. STABILIZE ALL DISTURBED AREAS RESULTING FROM BASIN CONVER$IONIC:I.dSURE, ,` .` _ _ _ � tE _ SIi 6
kt Gi Q `
SPECIAL INSPECTIONS NOTE:= ; ` '' i 4,
AS HCB#A8 � I?ItIA7�� ,.
15" RCP
PERSONS RESPONSIBLE FOR LAMS DISTURBING ACTIVITIES MUST
T EROSION CONTROL MEASURES ON A PROJECT :.
co
INSPECT SEDIMENT AND E SIO MEA RE / ` - 15" RCP CLASS i
f", f 1S" 675 ( E5#B1' [ Q? �
AFTER EACH PHASE OF THE PROJECT TO ENSURE THAT THECS#8102 r*
APPROVED EROSION b AND SEDIMENTATION CONTROL PLAN IS BEING Q s i / �� a+ ,
N
HW#B1
FOLLOWIED, A SAMPLE .SELF -INSPECTION REPORT, AS WELL AS PROPOSED 2 SKIMMER A � Q
DETAILS OF THE PROGRAM CAN BE FOUND ONLINE NOW OR FORMERLY � � WITH 1,5" ORIFICE -SEE ... DIM
fib, ..
AT HT'TP:/IPORTAL.NCL?frNR.ORG11NE13ILRlEItC?S10N
HISTfiRte MARVIN TRUST DETAILS " rn .:, 45 ,: as NOW OR FORMERLY
i?EED:6593-125 / '/ f li ' i/ 15RCP n _. ._._. _.. PRO `� PULTEHOMECORPORATION
INSPECTION SHA L BE PE PERFORMED AFTER EACH 89,298 SF OR 2.05 ACRE'S � �� f PREOP. DOUBLE ROW � � •. DE•ED:6604-Ofi86
AS A MINIMUM, TFIEL RIO � BUILDING � -�-��
OF THE FOLLOWING PHASES OF THE PLAN: PID Ofi225t109B i" l ` ` � IGF! HAZARD SILT 15" RCP 1 999,984 SF OR 4.591 ACRES p
-
F 67fi. ui
1INSTALLATIONF PERIM TER EROSION AND SEDIMENT % / .:; FENCE (TVP.) . CLAS e g . FE 75 � PIIS 06225233 _
O E % Stu (CLASS IV; PROPOSED 2"
r.
CONTROL MEASURES. - SKIMMER
2. INSTALLATION OF SEDIMENT TRAPS/BASINS AND/OR SKIMMER / 2 SEE STORM ri
... - r , � <..� W
BASINS. j 4r PROP. COIR BAffLES PROFILES ORIFICE - SEE
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER. f f INSTALLED IN PHASE 1(TVP.} i• D!#A3 FOR MORE DETAILS F-
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES f ! ¢ j INFO (TYP.) ¢
/ 1 e..:
PROVISION OF STABILIZATION.
� 4 F� � F•"
C
S. INSTALLATION OF MEASURES DURING ANY PHASE OF THE f � � � � �. „ ,.- �: -_- � � � ,.,. _.-. ONTRACTOR SHALL INSTALL PAVERS AFTER
PROJECT. / `� �k F��GS#Aiti1...iF I CONTRIBUTING DRAINAGE AREA IS COMPLETELY -
{o ,
PROPOSED SEDIMENT BASIN � �, s� - <': AD#A4 STABILIZED -CONTRACTOR SHALL TAKE ANY y �
6. COMPLETION OF CONSTRUCTION OR DEVELOPMENT: PROP. CONCRETE
7. INSTALLATION. OF STORMWATER RETENTION OR WATER DRAINAGE AREA #1: SPILLWAY (TYP,) / / (� MEASURES NECESSARY TO PROTECT PAVER
QUALITY MEASURES. .. j / ,, FY�`� p p. ' "� AREAS - SEE NOTES THIS SHEET
8. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT
IMPERVIOUS = 0.31 AC. � 18 RCP
y �. �.- r
z - 16"RCP 12" AS
GROUND COVER IS FULLY ESTABLISHED. GRAVEL ^ 0.12 AC. / � „ FUTURE
DENUDED =1,02 AC. -' �
�.
NOT#? THE ABOVE INSPECTION REQUIREMENTS ARE IN ADDITION TO 1 , � STRUCTURE
- �.;� _ . RU CTU
NPDES INSPECTION REQUIREMENTS. TOTAL = 1.45 AC. `: r, �' FFE476.DOR r:'� ` `✓
f r
T PROPOSED ROCK WEIR
(TP.) - SEE DETAILS
d
ISG PR ,,�.,
z O
a �
EXIST. MAJOR CONTOUR
» 111
Gs ,
EXIST. MINOR CONTOUR - 11" 13"
PEG P� RI CA
PROPOSED ROCK �' O
PROP. MAJOR CONTOUR .,... % �� 6,1„+ _ �- CHECIf fiOAM s (TYP }0
35" aOAK -
PROP. MINOR CONTOUR - „ 4 AK �
14
MAPLE. / $ VTBWS D 57T POPLAR - o�A
" �. ROp
EXIST. TREE LINE
f
gfcT
I�tA2F'LE MAPL _ p5T
PROPOSED SKIMMER R
BASIN
6746 `,
�r
DRAINAGE AREA #2. LL
_, - -
EXISTING Soli, TYPE - �.. � � 6�0 1 Q� -'"� 677 � 3 i IMPERVIOUS � (I. I4 AG, � ,...�
�.�.� - --
j �:
/ .. -- S 1 �.. POPLAR. �._.. GRAVEL 0.22 AC.
.ti
M,,y 12",._.: 7 _ 12 8y- �0, DENUDED =0;25 AC.PROP. TREE PROTECTION (PHA) NOWC3R FORMERLY• /i � PECA 4, ; ' Q TOTAL 0.61 A.C.
THE VILLAGE OF MARVIN 16 jf rn w. 1
12 pBL "leiAPLE_.-f : / ., CP �a 0° SO P R VD
DEED. -5261-121
" pAAPLE f p
20,909 SF OR 11.48 ACRES 18AR NOW OR FORMERLY c4 OA� y�--�" -� Q z
-~P�3 / / ter"
PROP. DISTURBANCE LIMITS�h mm. f O� r5 '" '. r l- f t
PID 06225010 F3 - . ! V 12 c3 $�" : was
VILLAGE of MARVIN ' l C
I
" ! �y DEED.6588-697
As e
PROP. DRAINAGE AREA AR ` PLAT CAB M FILE 910, 911 �. . - :_ �� z% M.,:. r.:_. .. -., _ POPE 1 �$O m�
954,703 sF oR 3.51 ACRES � r ��� 'Rf. -' .�-�.. � _----� �w �
PID 06225390A Q' P a - " 0 1zTEMP. SILT FENCE PH.1 0 Lu
M
( ) x®..�...,x..»x�w � �'-.--gyp� W�. _. � --.�
_ a
1St • � � � a fly
TEMP HIGH HAZARD SILT FENCE (PH. 1) �„� �� L z
_
_
V
PROP, CONSTRUCTION ENTRANCE R , :. w soca cn yy e �- W �£
PROP. DIVERSION DITCH _ --� --ice �.. .�. .... ��y
"� of uj
0
PROP. ROCK CHECK DAM PARSONS PROPOSED RIGHT-OF-WAY BY APPROX. LOCATION PROP
OTHERS -SEE PLANS BY PARSQ NEWTOWN.ROAD & MARVIN SCHOOL
AijBBRINCKERHOFF RECEIVED ON ROAD IMPROVEMENTS BY OTHERS -
PROP. ROCK CHECK DAM (PH. 1) - - � _� w��-W R� � 12!28/2016 FOR MORE INFORMATION SEE PLANSBY PARSONS �
[Cj�RI S BRtNCKERHOFF RECEIVED ON
�L1C. 12/2812016 FOR MORE INFORMATION
PROJECT INFORMATION
PROP. SILT FENCE OUTLET (PHA)v-515 Q
PROP, DENUDED LIMITS 6$¢ _ '` C St{ CA t13 PROJECT MANAGER: Tit+lM
PROP. TEMP. INLET PROTECTION W p1
(TyP')S� NOVY OR FORMERLY DESIGNED BY: TMM
PROP. TEMP SILT SACK \� W W- AIDEN PROPERTIES LLC GRAPHIC SCALE
DRAWN BY: CAC
E1EEU:£588-697
INLET PROTECTION (PHA) - - 75,315 SF OR 1.729 ACRES �m
�" 66 PIIS 06225414 PROJECT NUMBER; ET35.400
2A:, ORIGINAL BATE: 0B{0712017
PROP. CONC. WASHOUT (PHI) - -
-
PROP. ROCK WEIR
(IN FEET) Know what's below. SHEET:
�:--�
T INCL = 30 FT. Lail before you dig. c4al

NOTES:
1, A STABILIZED ENTRANCE PACT OF 2' TO 3' WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE SIGN
1. SEE PLAN VIEW FOR LOCATION OF CONCRETE WASHOUT AREA,
CONSTRUCTION SITE ONTO A PUBLIC ``STREET. IF SUITABLE AGGREGATE IS UNAVAILABLE, THEN #2 (ASTM C33) OR RAILROAD 2. 2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY
BALLAST STONE MAY BE USED. CONCRETE PLACEMENT ON SITE. STEEL POST 6' MAX. STEEL POST
2< FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. j 3. VEHICLE TRACKING CONTROL IS REQUIRED AT ACCESS POINT:
TRACKING OR WING F SEDIMENT 3:1 CONSTRUCTION ENTRANCE CONCRETE I
I CONDITION WHICH WILL PREVENT TRACK LO 0 , N HALL BE PLA AT COAT CON
3 THE ENTRANCE SHALL BE MAINTAINED N A C Ni3 N4. SIGNS S CED
E
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL WASHOUT AREA AND OTHER AREAS ONSITE AS NECESSARY TO CLEARLY � �LFFA8R1C
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO WOVEN FILTER FABRIC1-52
OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS, qF
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST E REMOVED IMMEDIATELY. � `�°MIN. 5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN -�3V'1•C(E-803) CONSTRUCTION.WASHING IS REQUIRED, IT SHALT_ BE DONE IN ARI AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.8. THE WASHOUT AREA SHALL EOE REPAIRED AND ENLARGER BR CLEANED
AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE -
N 1-1
7. AT THE END OF CONSTRUCTION. ALL CONCRETE SHALL BE REMOVED -
3 t FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE,
0' MIN. S. THE WASHOUT AREA SHALL BE INSPECTED WEEKLY AND AFTER AND
PUBLIC STREET �- BER�� _�._
STORM EVENT.
GENERAL _ISS:
EXISTING GROUND ' 1, WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS,
SOIL STABILIZATION FABRIC SE TION A
UNDER STONE 2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE. MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE A7 ENDS, 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
50' MIN. .-€iERMAROUND OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
GROUND SURFACE
12' PERIMETER� 4, ORANGE SAFETY FENCE IS REQUIRED AT BACK 4F SILT FENCE WHEN GRADING 15 PROLONGED RAINFALL, ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,
2' -Cr MIN. ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
LJ f"�`I` 12^ MIN GUIDELINES), THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE ENDLSI - ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE CREATER THAN 1/4 ACRE PER 100 FT OF FENCE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX, HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
COMPACTED EMBANKMENT -- 3.1 OR FLATTER
2v � MATERIAL, TYF'. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
2xs'r1N. SIDE SLOPES EXISTING GRAi1E, PREPARED AND SEEDED.
0- OR AS REQUIRED TO NOTE; TO BE PLASTIC LINED 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
CONTAIN WASTE CONCRETE AREAS OF CONCENTRATED FLOW.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT TEMPORARY SILT FENCE
GALVANIZED HARDWARE CLOTH WITH
OPENING SIZE OF 0.5" AND 0,063"
4' MAX. WIRE (MIN.) STRUNG ACROSS OPENING
STEEL POST 70 apn �,e�a wnwn OUTS
CLASS 1 OR 2
WIRE FENCING RIP -RAP WITH Gi-- F . ERA NOTES-.
S .
4 INCHES OF
STFEL POST �� 8' MAX. STEEL POST APPLICABLE) wAUPS"0TR STONE ACE $TEiL POST 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
WIRE FENCING WIRE FENCING CLASS I OR 2
WOVEN FILTER FABRIC Rp-RAP , t" WASHED STONE 2, CHECK DAMS MAY BE USED IN SLOPING DITCHES
FILTER FABRIC (NCDOT #5 OR #57)
#5 WAST -ISD STONE _ OR CHANNELS TO SLOW VELOCITY OR TO CREATE
WOVEN FILTER FABRIC n Q� - -� T _ ti �� SEDIMENT TRAPS. 1"-e" MIN.
FIo �, !I I_ 11- �- _ 1 T _ - III I �- FLOW ENSURE THAT MAXNUM SPACING BETWEEN DAMS PLACES THE S svAsIeO STONE
�� - _ -
_ �� - S J- TOE Cjl= THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
��---i5}771� DOWNSTREAM DAM (SEE DIAGRAM BELOW). z
w5 ��[ - - 11 _ �� II - �- - r,;fL 31W
CLASS B RIP RAP 1F 2' MAX
#" . S FLOW
AT CENTER
MAXIMUM SPACING
IFN F(q�, AL �NOT�S: it .=l �ttt=tt�:�t��f t A M,B
1, WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 1#jwlit=ltttirw51 44' TO 6'
LINE_ 'HIRES WITH 12" STAY SPACING. _ �' II=tI�=it1�11F=tji�ltl
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 3D DAYS. A AND B ARE AT EQUAL ELEVATIONS
3. STEEL PASTS SHALL BE 5'-0>' IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL GENERAL NOTE5:
MAINTENANCE NOTES: CROSS SECTION
TYPE.
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES. 1, FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
4, WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE `HIRES WITH 12" HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
STAY SPACING, 2. CLASS 1 OR 2 RIP --RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,
MAINTENANCE NOTES: #57 WASHED STONE ON THE UPSLOPE SIDE.
5. TURNSILT FENCE UP SLOPE AT ENDS, MAIN THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY TENT THAT HAS CLOGGED t' -s" WN.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR 3. POSTS SHALL BE NO MORE THAN 4 FEET APART, OR REMOVED IT,
6. WIRE MESH SHALL BE MIN, 13 GAGE WITH MAXIMUM 12" OPENINGS, HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY, 4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE 3• SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
THE SILT -
7. WIRE ANI? WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SCORES OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER S L �
GREATER fifiAN 90 FEET VERTICAL (2:1 SLOPE} 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF DIRECTION OF THE INSPECTOR, FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING 11€ t1-1}, �j€- 9" MIN. tl=1i.I =ti �1t1=
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC GRADE, PREPARED AND SEEDER.
8, ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT SHALL BE REPLACED PROMPTLY. 5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET,
TO SWI BUFFERS, STREAMS OR WE%AND$ {REFER TO SWIM BUFFER GUIDELINES). THE 1}!�
M ) 3< SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF' THE. HEIGHT �1€tT tli t1il�€€_
COLO$. GRANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE tt''-'„1Tt� FILTER CLOTH
AREAS. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT 171=€=, _ ,.i=}TIS
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, }}#-}T _ =�Jl
9. DRAINAGI AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. PREPARED AND SEEDED. =III Lilt -4 =r, I „ =I
1}t l)t_Ijl=Tit€cEtl i1#fit#I=1}€ t1€=�i}t_}jf 171
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6,62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11.00 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, BITCHES, WATERWAYS OR OTHER PLAN
AREAS OF CONCENTRATED FLOW,
NOT TO SCALE NOT T4 SCALE
NOT TO SCALE
HIGH HAZARD TEMPORARY SILT FENCE STONE OUTLET IN SILT FENCE TEMPORARY ROCK CHECK DAM
PLAN VI EW BAFFLE (1'lf::j BAFFLE (TYP.) NOTES: SKIMMER SEDIMENT BASIN PLAN VIEW NOTES:
SEDIMENT BASIN DESIGN CRITERIA 1. REFER TO
DESIGN CRITERIA 1, REFER TO NCESCPDM NCESCPDM
SECTION #6<61 FOR
ADDITIONAL DESIGN DRAINAGE . SECTION 6.64
DRAINAGE AREA < 1O ACEMBANKMENT
AREA >9O AG. LENGTH SPECIFICATIONS REGARDING FOR ADDITIONAL
SEDIMENT BASINS. (ACRES) LENGTH DESIGN
<100 AC.
{ACRES)
2. REFER TO STD. #301REGARDING
10' FOR BAFFLE SPACING AND MIN. SKIMMER SEDIMENT
MIN. MIN, INSTALLATION. LENGTH TO 2:1
FILL SLOPE LENGTH TO INFLOW INFLOW BASINS.
WIDTH RATIO 2:1 --- --------- 3. FIRST BAFFLE IS TO BE WII3TH RATi4 9Q'
_CONSTRUCTED OF RIP -RAP, MIN. 2. REFER TO STD.
WITH A MIN. HEIGHT OF 3'
TOP OF BERM (2' MIN) MAX. -------- 4. FLASHBOARD RISI»R NOT LENGTH TO 6:1 ..� AND 1A
INSTALLATION
AND IN. TOPWIDTH OF 2 MAX. BAFFLE SPACING
D BELENGTH TO 6:1 RISER PERMITTED FOR USE IN WIDTH RATIO
COMPACTED 2' M! GRADED 2 SLOPE WIDTH RATIO THE CITY OF CHARLOTTE SKIMMER 3. SKIMMER INVERT
-�'� SKIMMER 5, SKIMMER INVERT ELEVATION DEWATERING B
E�2ING Ai VATIEON
MIN. 1800 AVERAGE= AREA* DEVICE BASIN BOTTOM +
HIGH HAZARD SILT FENCE MfN. 1800 AVERAGE AREA" DEWATERING - BASIN BOTTOM + V VOLUME (CU. FT. WIDTH LENGTH EMERGENCY 1' MIN.
FIAIlS(SEE NOTE SITE PLAN) VOLUME (CU. FT. WIDTH = DEVICE MIN. REQUIRED PER AC.
iVAI(31 �GRA17E REOL11RED PER AC. LENGTH 6, H SPILLWAY ELEVATION ) AREA OF HASiN WATER SPILLWAY 4. H = SPILLWAY
CiF2Q(��Vt7 DISTURBED) = AREA OF BASIN WATER _ IL IMMER INVDISTURBED)
SURFACE AT TOP OF PRIMARY ELEVATION --
SURFACE AT TOP OF PRIMARY MIN, ELEVATION 325 SPILLWAY SKIMMER INVERT
435 SPILLWAY SURFACE {SQ. FT.
SURFACE (SQ. FT, AREA ELEVATION
AREA PER CFS REQUIRED PER CFS
REQUIRED ota) 41a) CROSS-SECTION VIE�+i BAFFLES
CROSS-SECTION VIEW SEE NOTE #3
1' FREEBOARD t' FREEBOARD W-5' MIN.
6" MAX. DEPTH OF FLOW W 6" MAX, DEPTH OF FLOW EMBANKMENT
WIDTH AND GRO OVER EMERGENCY SPILLWAY EMBANKMENT INFLOW BAFFLES OVER EMERGENCY SPILLWAY. T=1.5' MIN,
DEPTH TO BE DESIGNED �i) INFLOW MIN. 1' T Z=�' MAX MIN, V
BY ENGINEER (3' MIN) PRIMARY SPILLWAY (RISER)
' MIN.
DEWATERING Z I DEWATERING T H_2. MIN. EMERGENCY
_
NOTE: ZONE H EMERGENCY ZONE_ T- SPILLWAY
FILTER FABRIC SPILLWAY FILTER FABRIC S I MER RM
1, DITCH SHOULD HAVE LONGITUNNAL SLOPE OF 1%. LENGI H
2. SILT FENCE MAY BE REQUIRED 13EHIND BERM CLEANOUT wx,,s CLEANOUT H x 1.5 OLLNTISEEP
DEPTH rs>o€r +€r (s sra.l COLLAREEP B70RAGar OLLAR
DATA BLOCK (H/2) mt BAFFLE DATA BLOCK
NOT TO SCALE NOT TO SCALE
TEMPORARY DIVERSION SWALE SEDIMENT BASIN SKIMMER SEDIMENT BASIN
IN c%Jz a 0
2 c m1• z� w
NOT TO SCALE
W 24 1
t?� �� �
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H
ACRES) (ACRES) Ota (CUBIC FT.) (CUBICID T. RSO_ } (SO FT.) DEPHH2(FT.) (FEET)
Z L T W SKIMMER SKIMMER
ORIFICE
(FELT) (FEET) (FEET) (FEET) DIAMPETER DIAMETER
=�M4
BASIN DRAINAGE DENUDED
AREA CRES) Q`o
(ACRES} A
BASIN VOLUME
BASIN 5URFCE AREA
CLEANOUT H
C7EPH/2{FT.) (FEET)
Z L T W
(FEET) (FEET) (FEET) (FEET)
SKIMMER SKIMMER
DIAMEPIPTORIFICE
ER DIAMETER
:r C-66
(cumIRED FT.) (CUB[CID�)
REQUIRED Fr.) oFT.PROVIDED
SB -1 1.45 1.45 6.84 2,610 4,869 2,974 5,860 1.25 2.5
4 10 1.5 10 2" 1.5"
38-2 1.18 1.18 4.98
2,124 4,085
2,165 2,951
1.25 2.5
4 12 1.5 5
2" 1.5"
G3
NOT TO SCALE NOT TO SCALE
TEMPORARY DIVERSION SWALE SEDIMENT BASIN SKIMMER SEDIMENT BASIN
IN c%Jz a 0
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PROJECT INFORMATION
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
CAC
PROJECT NUMBER:
ET35.400
ORIGINAL DATE:
0610712017
SHEET;
C4m2

Q �
a.
GENERAL NOTES: NorEs: 25
1. REMOVE ALL BARRIERS UPON COMPLETIQN OF PROJECT. O "CD
a ca
1. 24 INTO LD GR u D NTLE SLOPES STEEP SLOPES
DRIVE 5' STEEL POST ATL AST 9Z 00
so: Q N. GE L E
� '? R 2. USE STAPLES 1' APART it
HORIZONTALLY AND VERTICALLY 100 lbs/acre tall fescueUj
��- ¢
TO ATTACH THE FILTER FABRIC SEEDING 30 lbs/acre Sericea lespedezo �
TO THE WIRE FENCE. 80 lbs/acre of tall fesue
Il l S II" �! t 900,: 680 1.,�;. t # I _' MIXTURE / (unscarified after August 7 S} _.
!2n 1 � � 3. MINIMUM BAFFLE SPACING IS 5'. 10 lbs/acre Kobe lespedezo
Flout Ved t A fthG FALL: August 25 - October FALL: August 25 - October 15 -
f h OZW, (680': f� : "� Ii UM: Late winter: February 15 - April 15 Late winter: February 15 - April 15
i i�i3LIM
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
00, DATES 15 lbs/acre mulled Bermudogross 15 lbs/acre hulled Berrnudagrass
Overseeding of Kobe lespedezo over fall -seeded Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective. tall fescue is very effective. OO1
SEEDING Apply lime and fertilizer per sod tests, or 4000 Apply lime and fertilizer per soil tests, or 4000 PLAN VIEW OF ROOT ZONE
COIR BAFFLE MATERIAL lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10
(T`rP) AMENDMENTS fertilizer. fertilizer.:
4'-0" MAX. SPACING
ONE FOOT FOR EACH
(TYPICAL) 5' STEEL POST INCH OF TRUNK DIAMETER
9 GAUGE MIN. HIGH OR 1/2 HEIGHT OF TREE
TENSION WIRE STRAND NOTE FOR PRUNING SEE WHICHEVER IS GREATER 1
SECURED TO POST & FLOW o INTERNATIONAL SOCIETY 6'
MINIMUM WIDTH >>>> \ACARc?
BAFFLE , 1. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS OF ARBORICULTURE SPECS. w � sQ
FOR 2" CAL,. TREES 6" BARK MULCH, PLACE BAR
�� .•+pSCAP '••./
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. �`� � �.•�� �Ra�•�y
I MULCH AT AREAS NOT s • " 4�
2. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND GRADED SLOPES AND DEAD TREES AND SCRUB OR UNI�ERo. PROTECTED BY BARRIER. „s'r
COIR BAFFLE - GROWTH SHALL BE CUT FLUSH WITH- I - �� C-66
14a% COCONUT FIBER FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED TREE CJMB ADJACENT GRADE. NO GRUBBING
WOVEN INTO HIGH t _ OR HAS TEMPORARILY CEASED.
STRENGTH MATRIX PER }==�= r •'
�I ���I._ �`. " REMOVAL ALLOWED UNDER DRIP LINE...Q ,
TABLE I
j -� 3, ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL 2"x4" STANDARDS + 1 "xa RAILS ~" •'� �' ++rr.N��•�•� t>�
TO 1 VERTICAL 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS OR ORANGE SAFETY FENCING - ���iSpOp�
SECURE BAFFLE E 11 SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING MAY BE USED
DESIGN LIFE OF COIR BAFFLES GAUGE LANDSCAPE
SHALL EE 6-12 MOS, CONTRACTOR STAPLE (12" LONG) ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITHI-
SHALL REPLACE ALL. BAFFLES THAT GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST ��*i�,�tt►
ARE DAMAGED OR CLOGGED, LAND DISTURBING ACTIVITY. �.�` CAR #"*
NOT TO SCALE •' t� �
NOT TO SCALE NOT T4 SCALE • ,,••••••, �� fir
COIR BAFFLE TEMPORARY SEEDING SCHEDULE TEMP. TREE PROTECTION FENCING 1 22
t',,ask
GENERAL NC}TES: � 'slM
NOTE 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WfDTH AND DEPTH OF APRON TO BE DESIGNED SY THE
ENGINEER. 1. UNIFORMLY GRADE A SHALLOW
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK, DEPRESSION APPROACHING THE
2. REFER TO THE t�ICQENR PRACTICE STANDARDS AND 5f'EGIFIGA710N5 6.41 FOR RIPRAP APRON DESIGN STANDARDS. INLET. �
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR 3. RIPRAP SHOULD EXTEND UP FROTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT � DRIVE � POOT STEEL Pi}�aT�a Z FEET
TO INSTALLATION. THE (1LSCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE
DIAMETER OR CULVERT HEIGHT. INTO THE GROUND SURROUNDING THE
3, FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT INLET. SPACE POSTS EVENLY AROUND--� 4' MAX -
4. THERE SHALT. BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEMNG CHANNEL. THE PERIMETER OF THE INLET, A 19• -GAUGE HARDWARE CLOTH
THE DIRECTION OF THE ENGINEER. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT $O THAT THE INVERT OF THE APRON SHALL BE AT MAXIMUM OF 4 FEET APART. g
FILTER BAGS SHALL 8E REMOVED PRIOR TO STREET ACCEPTANCE. THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A GUTOFF _�._�� ���_�., �" Q- MESH OPENINGS)
4. OR TOE WALL AT THE DOWNSTREAM END.
S. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR 5, THE WIDTH OF THE END 4F THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL, '�. SURROUND THE POSTS WITH WIRYTIM TX -T-7
-���'�� ��-�
.HOOD BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 9 & e MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL.
FJ. FILTER FAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.THE PLACING OF FILL, EITHER LOOSE ORa POSTS AT THE TOP, MIDDLE, AND 3�
GRATE (TOADS. COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. BOTTOM. PLACING A 2 -FOOT FLAP NCDOT 5 OR X57
7, THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. OF THE WIRE MESH UNDER THE WASHED STONE 2'
GRAVEL FOR ANCHORING IS
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. END 4F APRON RECOMMENDED.
3RATE 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP. T i
PLAN 4. PLACE CLIMAN GRAVEL (C DOT #5 16" MIN,
I" REBAR FOR BA 10, ANY DISTURBED AREA FROM END OF APRON TO RECtEVING CHANNEL MUST BE STABILIZED. OR x#57 STONE) ON A 2:1 SLOPE
REMOVAL FROM INLET WITH A HEIGHT OF 16 INCHES
EXPANSION USE USDA NOMOGRAPH FROM NG SEDIMENT AND EROSION CONTROL MANUAL OR AROUND THE WIRE, AND SMOOTH TO
RESTRAINT CHARLOTTE MECKLENBi3RG STC)RM WATER DESIGN MANUAL FOR DESIGN DATA, 0 SLOPE AN EVEN GRADE. 2'
DEFLECTOR OUTLET LA W1 W2 *T H 5. ONCE THE CONTRIBUTING DRAINAGE
n FILTER. BAG -- �� AREA HAS BEEN STABILIZED, REMOVE NCDOT #5 OR #57
FES #A1 10.4' 4.5' 11.5` 0,0` 1.5' 1 SIN' ACCUMULATED SEDIMENT, AND WASHED STONE
DUMP IOQPS , MIN.
FES #A100 9.4' 3.75' 10.25' 4.01 1.25` '�_s� FILTER fADRtc LAP � ESTABLISH FINAL GRADING
(,E NEEOM) ELEVATIONS.. FILTERED
FES #81 9.0' 3.75' 10.25' 0.01 1.25' ELEVATION WATER
a FES#8100 9.p` 3.75' 14.25' 0.0' 1.25` 6. COMPACT THE AREA PROPERLY AND
p STABILIZED IT WITH GROUNDCOVER.
CATCH BASIN-- ���
NATURAL cRaDE o
p
Cy RIP RAF
coon
> 1\ OUTLET H {
T (THICKNESS)a10' MIN. !iJ
-Q
NOTE: LAYER OF FILTIyR I:ABR3 C
SECTION ii I/ I NSTL L f� T I O N d50 (sea fig 8.06 a&b "NC SEDWENT AND EROSION CONTROL MANUAL" MINIUM H-2/3 PEPE OjAmErER
I f -i dmax . 1.5 x d50 SECTION B-H 2
T z 1.5 X cmax, NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CITY OF CHARLOTTE
HARDWARE CLOTH AND GRAVEL
z
I,ANII DEVELOPMENT STANDARDS
TEMP. BILI SACK
RIP -RAP APRONS AT OUTFALLS
Q3 INCLUDES CWW17E UJ
FILET PROTECTION
5
,� �,�►���
GEU BOL QTEs:
"
1. USE MINIMUM 12 INCH DIAMETER FIBER WATTLE.
DATA BLOCK
2. USE 2 FT. WOODEN STAKES WITH A 2 IN. X 2 IN. NOMINAL CROSS SECTION
�..
SEE €NSET A
3. ONLY INSTALL WATTLE(5) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
BASIN No. DRAINAGE DENUDED 13ASIN LUME BASIN SURFACE AREA
CLEANOUT H
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ACR (ACRES) (CUBIC F7.) ( PRO IDFT) (5Q REQUIRED (S vIFDT)
DEPM 2(Fi.) (FEET}
ARM ASSEMBLY
4, INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
�
30
TO WEDGE WATTLE TO BOTTOM OF DITCH.
S8-1 1.45 1.45 2.610 4,869 2,974 5,960
1.25 2.5
�a
W �R
Uj
�
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE
SB -2 1.18 1.18 2,124 4.485 2,165 2,951
1.25 2,5
-
3
EJ(CEL.SKIR WATi1•E EAGE OF
PAVEMENT
NOT LESS THAN 12" IN LENGTH.
S. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
•'
C ENCLOSURE
� � ��'
� �
DITCrs
SLOK
AND AT EACH END TO SECURE IT TO THE SOIL,
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD
a
��y
Z
y,�y47iNG RACK
SLOPE
SPECIFICATIONS.
8. PRIOR TO POLYACRYLAWDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LITS WASHED STONE
6" MIN. THICK x 3' HIGH (MIN)
CLASS I RIP RAP���
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
��
I { ��"
PERSPECTIVE
WATER ENTRY UNIT
VIEW
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE
t\
ALO
Uj
E
ISOMETRIC VIEW
WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE.
REAPPLY PAM AFTER EVERY RAINFALL. EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.�
-AL1 \`
1 • � �
PIPE
PVC ELBOW
PVC VENT SCHEDULE 40
PIPE
i
z` vr>oae
f
TURAL GRGUND PAM (2 Oz.)
_`
36" PIPE OtAMETER MAX.
PVC ENI3 GAP
PVC PIPE
,
r
€
kkfq 1STAKE
i
rat (, az}
/ / �-
Z
�'"�
i�/
x
i
WATER SURFACELU
Z:11
x,
�
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PVC END CAI='
a
SCHEDULE 40
Z
TAA hili
TI7
2' pgy�y{ppb.
P £
A1! OT.
f )
rtiSEr h ® u�s€r
s
VOLUME 36p0 ET PER ACRE DISTURBED TO TOP OF BERM ELEVATION,
ENATION.
PVC c PIPE
1/2" HOLES IN
µyr
PVC PIPE M
i
?
`T
COS SI�CTiQN
PERSPECTIVE
SURFACE AREA REQ'D 435 SQ. FT. PER CFS 01{)
VIE1tV
PVC TEE UNDERSIDE
ORIFICE
W
'
V I C
-_ PVC TEE PLATE"
p
}
SEE €NSET C 2' UPSLOPE
STAKE
W
R1RAL GROUND
FLEXIBLE
L'II�RAL NOTES:,
�5 WASHED STONE
HOSE
O
CLASS
T RIP RAP
w
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
1x
Mw
FINISHED GRADE
PROJECT INFORMAPON
> y
PROTECT EXtSTiNG PIPE INVERTS THAT DRAIN 5 ACRES OR LESS. II
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED vNLESS
3
2' DDOWNSLOP9
rAu (I oi.) s3
OTHERWISE NOTED.
fiLOyy a
END O EW
FRONT VIEW
PROJECT MANAGER:
TMM
312'
tAAifING
tt r
iI 6 iN.
3. CLEANOUT PRIOR TO SEDIMENT REACHENG HALF OF BERM
MIN. '�
PRPE
T
DESIGNED Y;
TIVIA�I
�'�`GH�',
-
_ -
DRAWN BY:
CAC
-
TR6PE7OIDALi�
_ IT �
4. MAY BE USED AT PIPES WITH MAX. DIAMETER OF 36"-
CLEANOUT ELEVATION (SEE NOTE 3) SECTION
PRQJECTNUMBER:
ET35,444
NOT TO SCALE
NOT TO SCALE
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA
EROSION AND SEDIMENT POLI UTION CONTROL MANUAL, MARCH 2000, NOT TO SCALE
ORIGINAL DATE:
4610712017
CITY OF CHARLOTTE
TEMPORARY WATTLE CHECK DAM
SHEET:
LAND DEVELOPMENT STANDARDSGRAVEL
R
AND RIP RAP FILTER BERM BASIN
SEDIMENT BASIN SKIMMER
WITH MATTING AND OPTIONAL PAM
C43
��
3o. 1 oC

E
FLUSHVAW3ErS C RB WIDTHID
B'SEE SITER1
PLAN
p c car CD R
to, c o
o
z
• • ` • • ' • • • • • • • • • • • • • • • •
EXTEND RAIL 12" BEYOND RAMP EACH END
Q p � g CL
RAMP 1:12 MAX
,•
(MAY BE TURNED, SEE PLAN)
tl p ko
GNERAG NOTES
,,�," �•�•�?,w�.e.� SIDEWALK
• %,
W
GONC1i6TE
1, RAMP AND VYING SLOPES SHALL NOT 8200 NAi.►C
SE STEFI'VR THAN 1:52.
+�r , .. , .. .. �•
"�•�•�• " • , • • •�•� ';:.
�• • • • • • • • • • • • ' • '
...".
1112" O.D. SCHEDULE 40 STEEL RAIL, SHOP
FABRICATED, GRIND SMOOTH ALL WELD$,
SHOP PRIME ANDPAINT2 COAT, COLOR AS
PROVIDE 2' RADIUS, AND
SELECTED BY ARCHITECT
2. OUTTEft FLOW LINE AND PLAN PROFILE MALL �
8E IwAINTNNaD THRIJuGH TIME kAMP AREA. TURN CURB 00" AND RUN
3. THE SURFACE OF THE, RAMP SHALL BE FLUSH GRAD PARALLEL TO RAMP, TOP OF
WITH THE FLOWLINE OF THE CURE) AND 4UTTER, CURB SHALL BE FLUSH WITH
SIDEWALK AT TOP OF RAMP
q
VALLEY CURB 8
GUTTER- SEE PLAN
12"
30' MAX. LENGTH OF
/ RANII� BEFORE LANDING
/
4• COORDINATE CONSTRUCTION TO COMPLY WITH
LOCAL AND FEDERAL ADA STANDARDS,
2n
4•
epi D
"TMA
PLAN
4" THICK CONCRETE
ACCESSIBLE: RAMP, SEE
CONCRETE CURB & GUTTER"
ACCESSIBLE SPACES AND
GRADING PLAN FOR SLOPE
SEE PLAN
FULL HEIGHT CURB BEYOND
SEALED ISOLATION JOINT'S ..
STRIPING
8' MIN. LENGTH 1112"0 .D, SCK40
2% M SLOPE CONCRETE SHALL STEEL POSTS AT 4` O.C.
" - BI: 3600PS1 MIN. MAX.
TOP OF RETURN CURB
RAMP SHALL HAVE
MEDIUM BROOM FINISH
e I e . a ,
I I �— " a'�— a` 1'12 5` MIN. LENGTH
i I f 1 I_ E _--r _ e MAX. ISLOP
I - r, r 2% MAX. SLOPE
&"
�"
PIAN
�'. �--.-t ---E i G _�.f
� ���' •
� �
,'o14111111111.,
•�`,N \\ CARQ<i'''�
�I'
,� i � �I :€ t i. �»-� 1 l.. a e.: a..
a. i , ---'III.._.. w 4 ,. 4 , ',
_ I I I
h+� ��s•�SCAPF��•+s�.
.� � •� P�j .Q� � •DC7
�
WIDTH VARIES SEE PLAN
T (u
InI II E
n
C-66 -a.
• a 6"THICK, 3,600 PSI CONCRETE
., RAMP
112" FT_
13 O X 16' DEEP CONC.
"
2% SLOPE " 1:12 RAMP BEYOND
�+�.- �"•
•
112"TED
FOOTING (TYPICAL)
'` a e a
♦ s r
�� •�•.. a'�� e �!!
a a' ¢
'
COMPAC
S06 0
DROPPED CURB SECTION
ACCESSIBLE SSIBrLE RAMP SECTION ION A"A
q
q "`
SEE SIDEWALK DETAIL FOR
SUBGRADE 95%s
STD, PROCTOR
i f
/111 3 1 1 1114
SEALED THICKNESS
CONCRETE SHALL BE PER
DROP CURB SECTION—/ISOLATION JOINT
GEOTECHNICAL REPORT (TYP.)
SECTION A -A
��; s # • r �t r*�
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Z1[7SC4
ACCESSIBLE RAMP
ACCESSIBLE RAMP AND PARKING SPACES
ACCESSIBLE RAMP WITH HAND RAIL
�s2z
Ii-ViSi1�l^x�rY CROSBWAL:1{ STANDARD CI�O;�wALK
(1.6" TO 2,4")
STOPt1A13
0 0 0 0 0 0 0 0 0 0 O D O 0 0 0 0 0 0 0 0 0 O
HAND TROWEL SCORE JOINT -1!4"X3{4" DEEP
WITH TOOL BANDING. SEE SITE PLAN FOR
O O O 00 O O O O Q O O O D O 0 0 0 0 0 0 0 0
SCORE JOINT SPACING.
a" T x�::.. xw: e" r IIT>
O O O O O O O O O O O O O O O O O O O O O O O
O O O O O O O D O D O© O O O D O O O O D O O
MEDIUM BROOM FINISH PERPENDICULAR
TO TRAFFICFLOW
8TDV,WALiK .:.
DETEI.'TA@k,F tYARC+tiRIL'r. T4 .:: PEflf8TRIAN... CHO,S3YtRtIC :LIh£&
J
t.T44'Af.K �9s�61tsttt
fk1ME$
O O D O O O D O O O O O O O O D O 0 0 0 0 0 0
"
(1.6 T4 2,4")
4' 1IIN. ��af
TO s L LINE
O O O O D O O O O O D O O O O O Q O O O D O O
o 0 0 0 o O o o O O o 0 o a o 0 0 o O o 0 0
_ cLI1 I11�aP ,
as
p
@F? m
O O O O O O O D 0 0 0 0 0 4 O O O O O D O 0 0
O O O O O O O O O O O O O O O O O O O O O O O
t SIDEWALK
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.
�J /
PROVIDE 112" BIT EXPANSION PLAN
PLAN
f _^
4' }C 4� - - 24" VfTTE� g" S
ci 1f PAC Cft IALX LINE ;° ,
O 0 O© 0 0 0 O O D O 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O D 0 0 0 0 0 0 0 D O O O O O 4 O
JOINT IM W O.C. WITH JOINT
8EALER A8 BPECEFIED-112" TtI1CK -
1116" BELOW FLUSH ON 112" THICK
r 29" uAP CO"(IAP
i lJ 1
EXPANSION JOINT, PLACE EXP. JOINT
WHERE SHOWN ON PLAN, WHERE NEW
POUR IS CON7tGUOUS TO ANY
ago
�J f /
STRUCTURE, AND AT 26` O.C. MAX.
CLBRR 0AU£
4'-0" MIN. (VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEi
ala"X314"TOOLE€I
JOINT WITH RADIUS
I L14E8>
1Ct' air: FlxCJT£I
TRUNCATED D ME SPA I
O CNG
y. �. v
. . . •
at � ' AA A 4"
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGiD PRECAST OR EMBEDDED
"
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING RAMPS
a o a a
:.1.- TH.F..ldI IldUfi-1'11OTif OP STANOMD CRQiaf•YtAl.#45.19 6' FEET,. THE MINI . W10TH OF HT*V131BILITYrf*$$9A'.I.KS IS 10. FEET,. LEGEND -
��»
R- SET pACrS i1T9TANC 04ts1 I IDE CRQSSINA[iC-I SRKxttl To NFalw Etw OP TRAvet, t3 4' mm, 0 049150TION.OF.
WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE AND INSTALLATION IE, RESURFACING),
( )
2. WDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
,3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.FLON 0.4'.
4, DETECTABLE WARNING AREA CAN BE SQUARE WHERE U5E A RADIUESPREDOM
€ARE
_..;.; .....:. - ......" -
r BEYONDTttl MAD Fad.. a; LeAn SPACEt7F A' X 41 Fi Er ktlNZktti 8t SE �+Rz%td4Efa rItITHTI TitE: ivl€�fili GIr T3iE 1SSxtAI K:
VLRB {ABL WITH
%PAN TAM
4- r1,Ar� STOP S a IIiI€x 1f 4" FFEr rHO� bean s11Oss1�Al,fe: L:IraE. ! I�rs3 AT Sxc�A>FlzEn 1II'IE�iSECiLt7" srtlx TIAI1NxN1# Ix�a�:
PREDOMINANT IIIREC ION OF
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED Q A S U I N H 1 T
Q GRIDN
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. 0.2"
3,BQ(1 PS€CONCRETE COMPACTED SIDEWALKGONTRAGTOR
28 DAYS SUBGRADE TO BACKFILL. ALL
SID tAL.K$ WITH
pC
sE GWaDxhATE;; wi H Tug 82 €. t�n%N $%TatN OR AS OZfMOTEO OY Tut SNOT rEER,
S. DETECTABLE WkRNING AREA SHALL BE COtflRED BLACK IN ALL LOCATIb 5
7. IF PAVERS ARE T3 BE USED, PAVERS SHALL BE 6' THICK AND CAST FROM 5000 psi CONCRETE. �
O 9
COMPACTED AEG SECTION SUITABLE SOIL
(TYPE A) 95% STD.
5- wow M..IsFB SItA L 004sTgmer) .IH ;RC�iIfi3 QCE TO. THS LATEST NST H4AW. Y SYAWAsRD CAAWtNGS,
S. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
PROCTOR
d
IC,1
TRUNCATED DOME SECTION
0
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
z
PAVEMENT MARKINGS
TRUNCATED DOMES PLAN AND CROSS-SECTION
CONCRETE SIDEWALK
N
�j
...,�
SHOP FABRICATED, 1112" O.D.
��r■r
SCHEDULE 40 STEEL PIPE RAIL. GRIND
i
2'-tF" TO EDGE OF PARKING SPACE
SMOOTH ALL WELDS, SHOP PRIME AND
FAINT 2 COATS COLOR AS SELECTED
ACCESSIBLE PARKING REQUIREMENTS SIGNAGE
�- ACCESSIBLE ROUTE
�`#
++��++����€rr
OR FACE OF CURB
BY ARCHITECT.
Cs} a Q Q ® (SEE NOTE 3)
ire
112" RECESS. GROUT RECESS
" FLUSH WITH TOP OF WHEELSTOP
`� CONC. STAIRS TO COMPLY WITH
MINIMUM NUMBER MINIMUM NUMBER OF
TOTAL PARKING SPACES OF ACCESSIBLE SPACES ACCESS€BLE SPACES REQUIRED
PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE
EDGE OF 1 11 4"
ICC All SECTION 504.4
PARKING
PRECAST
STEEL POSTS AT $' O.C. MAX.
1 TO 25 t t
SPACE.
26 r4 �� 2 1
CONCRETE 46° CHAMFER =
WHEELSTOP II v
GROUT POST INTO CHEEKWALL
51 TO 75 3 t
#2"
76 TO 100 4 1 8• 8' 8' g, 8'
[ 1 I
[ ■�E
I i
112" EXPANSION JOINT (TOP CONCRETE 12a 12"
�W CHEEKWALL
101 To t 50 5 1 CCEssIBL
I jj I
AND BOTTOM) 24"
151 TO zoo 6 t Ac
11 III,. fI-_- III ;1 III ji IfI [3I -' ► [91 I IL I I ! .
r_w;111 ��II�, .
j
1"I
q d
a e.UJ
a .f " ." 12""
a
�f "• r
20i TO 300 7 1 ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE. IS REQUIRED TO BE VAN ACCESSIBLE.
301 TO 400 8 1 PARKING SPACE PAVEMENT MARKINGS
401 TO SOO 9 2
Lu—�r�
U)
LL
'TI SEI: PLAN FOR
COMPACTED II
s ' 1/2" RADIUS
C)
SUBGRADE I PAVEMENTTYPE
II
�.A
e wm
501 TO 1000 2% OF TOTAL 1 IN EVERY 8
ACCESSIBLE SPACES j� ISI--'{�j I�I}
uj
y
uj
#5 REi3AR 1`-6" DEPTH IN
°e
2V'
#4 REBAR tg 12" O.C. EACH -
20 PLUS 1 FOR 1 IN EVERY 8
1001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES RESERVED
UNDISTURBED SOIL. HAMMER SHARP
END AND RECESS FROM TOP OF SECTION
WAY �. " °,
�"
a 118" SLOPE
VAN R7 -8e
ACCESSIBLE 12 x6 PARK�� �T Q PARKINGLu
SECTION 4.1.2 5 OF THE AMERICANS WITH DISABILITIES ACT ADA).
() € 12"x18"
z
WHEELSTOP lid", 2 REBAF TOTAL AT -4 „
€) 2...
_
a
SEE 4:1,2,(5) (d) FOR MEDICAL CARE FACILITIES IlrsgOte¢ MU'rGD
R7-a�.^.
"
1 -0 FROM EACH END OF WHEELStOP
#4 REBAR IN EACH 4' ° _
RESERVED
pRss�Na>~a 12"xt8"
{
Q
.
NOSE, Z CLEAR J
RAIL CENTERED COMPACTED SUBGRADE " 100% STD. �'\. ° ° e., qd e'
°
NOTES PARKING MiiTCD
1. ALL 12"xt$" ACCESSIBLE SIGNS. (R7• -Ba & R7-1} SHALL BE MOUNTED AT 7 FEET FROM R• ,—Sa LOADING .
GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTINGS HEIGHT CAN BE REDUCED TO 12"x1$"
*+
,,�
�E
E #GE OF PARKING LOT
IN CHEEKWALL PROCTOR IN UPPER 12", 95% BELOW °
I
Olin
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
OR FACE OF CURB
°
PEDESTRIANS ARE NOT EXPECTED TO USE,
WHEELSTOP CENTERED 1N
PARKING SPACE (TYP)
CONCRETE FLEXURAL q Y
STRENGTH OF 4000 PSI KR.
21/2" I.D. SLEEVE OR FIBER REINFORCED
� I
2, REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (AUTCD) REQUIRED ACCESSIBLE iv1AXlMUIvI R7-80
U,S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY 12"x9"
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
C)
d,
PLAN
3/4" CHAMFER CONTRACTOR MAY
CORE INTO WALL, CONCRETE
GROUT INTO SLEEVE SIDEWALK SITE
SITE PLAN
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA, MAXtI�IUM
PEh€ALTY R7-80 SEE STANDARD NO. 50.10C FOR
PROJECT INFORMATION
ao
TREAT?
1 QOCF 12"x9" SUPPLEMETAL SIGN DETAIL
PROJECT MANAGER:
TMM
NOTES
CHEEKWALL SEI: GRADING AND. SITE PLANS FOR NUMBER
:r 8" AND WIDTH OF RISERS
SEE STANDARD SUPPLEMENTAL SIGN
DESIGNED BY:
TMM
DETAIL FOR MORE INFORMATION
DRAWN BY:
SCM
PROJECT NUMBER:
ET35.400
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
ORIGINAL BATE:
08107/2017
SHEET:
CONCRETE WHEEL STOP CONCRETE STEMS WITH HANDRAIL ACCESSIBLE PARKING AND SIGNAGE
0500

8
2S" RADIUS 11 PAVEMENT rn a o � v1 Z 0SURFACE
6 1/2" rr gr, ,fit-Qt3 X " RAD, Fr 3t „ # rt �� j,�rl RAD. � •0 x z
p RAD. rr� r' RAD. A PAVEMENT „i] rt +F r
JOINT SEALER 1 /8" RADIUS (TYPICAL) w r! crs _ RAD. H m w
° Q 2 °� v,
rmi� �i A '3n flAQ. fF FAQ. � `' t� m
a ,{ _ z M 2.4" a m us r 2,O,tVA E Gl) T Y © c� ' ec �r' ` ui LL r o o " 1819 RADUS f? . . " ? r�✓ r - o ' x� int © � I tr Q n t? C3 S� C�
°6:.p 0: F Z� IL1
° • a SURFACE OF GUTTER G3 rr RA©. lt3l-- C�3
d 1 RAI). �r " `.Y�-
' a o H "1f j-6se t'sI�RB AND (iltT7ER 1'-6r' pufle AND CUIJETE-8 r 9:r >
<4 a �. 'a.�a'. p, d4 a .0�6 ' rr x 12" On 1B`r �„r° x 12" on 18" �
,4r Orr P SED / Cl�NCRIET9__D N GQNGRETE t<04
i It EDGE OF
PAVEMENT
J©1NT FILLER _ e2r-¢rr
1/2" RADIUS �G 1' 4' all to f1 1r-orr )-off,,
RADIUSI 3`' RADIUS iiADIUS � 1 r' ►P
TRANSVERSE EXPANSION JOINT �"
i7i 9• rF P• :G:' :Y: i'r rr ;r It
a �l 17
1 /8" RADIUS ni a cy w w
l'-6" MEDIAN CURB AND GUTTER 9 � � ,r � p
LFqri"'TCS BE USED IN MEDIANS WHEN LANES ARE SLOPED NOTES: G7 �# EXPRgSPAI( G11TTEP SHIOW n atom QUITIrrFROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE 6 6 MEDIAN 61186 YALLgY GUTTEENGINEERING DEI=,. aa° _' �• ��' 1. CONTRACTION JOINTS SHALL DE SPACED AT 10—FOOT INTERVALS. IwaR VALLEY GUTTER, C 1 f > �,tt
A 1O --FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED Y cc W C7 p std
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. 00 c FILL " x 1" DEEP t=#
GENERAL NOTES;cc
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS, m r GROOVED OR SAWN
17� V -PLACE CONTRACTION JOINTS AT 10INTERVALS, EXCEPT THAT JOINT WITH JOINT W ,t��*,l11Et1lit�If
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. .�.� SATISFACTORY S PPART FOR WHEN A MACHINE IS
ORM CAN USED OR
OBTAINED EN SEALER ztT ALR W>>CARo(
3, ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. ^t '-' WITHOUT THE USE OF TEMPLATES AT 1O` INTERVALS. RAD GUTTER p �. O .•�pSCAF��•.,� /f*
1'1i fj -JOINT SPACING MAY aE Ai TERED IF REQUIRED BY THE I;NGTNEER. RAO P I:M NT SURFACE
JOINTS SI TALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURPAC
4•. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. o TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ;a:; • : b " :Q v � ;
1/8" RADIus CONSTRUCT NON -TEMPLATE FARMED JOINTS A MIN, OF 1�rr DEEP. ;Y .',?` p '.0 •'. °' `.a °p P '°'ay b ,P ^. a IV p.: • •p .' 6 . ; •o w W
RADIus 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. -PILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8x6 MEDIAN CURB, • o 4 . �: ..
WITH JOINT FILLER AND SEALER. PROPOSE❑ i �'.d "�
�T
___ __i 2> t/8" RADIUS -SPACE EXPANSION JOINTS AT 90r INTERVALS AND ADJACENT TO CURB & GU TER PROS. „ o ..
6, TOP I3 OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. PAVEMENT.- J INT FILLER �i '••.,...R.••!' '**•
ALL RIGID OBJECTS. JOI T i� ' g5
1'-6' MOUNTABLE CURB AND GUTTED , 4A T V AN N D NT �i sOG1A
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY 4 .� 1 3/4" RAD1uS p'6 t1NtIITUDI A �JA NT JN CURE ANS_ -GUTTER `��fEff111111t1I��,
THE APPROPRIATE ENGINEERING REPT. a �
a a,Q k EEY # 4F 3MUMVi T SH ET 1 Q 3
846.01 846.01
,. ,.►`CAR'.
NOT TO SCALE. NOT TO SCALE NOT TO SCALE �+' ,c\ ,...., � '�*
AN
CURB AND GUTTER CURB AND GUTTER 2'-6" CURB AND GUTTER * :LLI �*
• =
y
�.
. �*. •. �At
L = 10 FEET IN LONGITUDINAL SECTION s
L
C] L/4 L/4 L/4 L/4
m
Z-
Z
Woo AB C �� Z) BACK OF CURB
10'--0" MAX, 10'-0" MAX.
* 3'--6" WN. * Y-6" MIN.
SEE BELOW, SURFACE SOURSE.1-2 OR SUPERPAVE MIX 5F3.5A
FACE OF CURB o
SEE BELOW, COMPACTED AGGREGATE BASE COURSE (CABG)
LL1P OF GiJTTER/EC1P
Ell Ifliff
EEM
- PLAN VIEW
I I II I I-- I I—III—I I(—III—III—III COMPACTED SUBGRADE
--III—III—I I C—III^III—III—C ' ''�
PER GEOTECHNICAL ENG,
PLON III—I I I_i I I—III—I I—� ISI C CII RECOMMENDATIONS
6 3/4"
t,
ilq
Q,
ii 4 1j
C d A1C
# 4 h
NOTE:
TRANSITION FROM 2'-n6" STANDARD CURB TO VALLEY CURB
AT A DRAINAGE INLET ONLY
PAVEMENT TYRE
HOT MIX ASPHALT
HOT MIX ASPHALT
ABC BASE COURSE
SURFACE COURSE
INTERMEDIATE COURSE
(ABC) (IN.)
TYPE B (IN.)
TYPE B (IN.)
STANDARD DUTY
2
2
6.0
HEAVY DUTY
2
2
8.0
.2'-4 1/2" 2'-3" 2'-1 1/2"
9
SECPON A -A SECTION B --B SECTION C -C
NOTES:
p
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
U
Z
CATCH BASIN FRAME IN VALLEY CURB AND GUTTER
ASPHALT PAVEMENT 2`-6" CURB AND GUTTER TO 2`w0.. VALLEY GUTTER
u
.j z
J
z
W
�...,
d c�
0 �-
~ U
~ z
CONTRACTION JOINT
z
BACK OF CURB SEE STD. 10.178 GENERAL NOTES
4
L
� L.
Ci�..
�i
a
2'-6" CURB AND GUTTER
i'-6" CURB AND GLITTER
W
4
w
a 8" SURFACE COURSE, 4,000 PSI
CONCRETE @ 28 DAYS
J
a
. .... .. .....
W
s�a
LIP OF GUTTER/EDGE OF PAVEMENT :.........'.
CII—I ITI 141 I I_I I C–TI I_ I C_ C I
"
Lu
W
11=1 I IAC I ISI I I TI 11= I I 1=C I I� SUBGRADE
70'-a1Q'-0"
CD
1 C-1 C 1=I 1 I-1 I I-1 I C-1 I I-1 I 1-1 I I
- - - -
P LAN VIEWJ
a
0
NOTE
Lu
2
t MAXIMUM SPACING OF SAW CUT JOINTS WILL BE 15` FOR RIGID CONCRETE PAVEMENT SECTIONS.
NOTES:
Lu
2. ALL FILL SHOULD BE PLACED IN LOOSE LIFT$ NOT EXCEEDING 8 INCHES IN THICKNESS AND
COMPACTED TO A MINIMUM OF 95 PERCENT OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY,
1. TRANSITION TO BE ALONG BACK OF CURB.
R
�"
WITH AT LEAST 100 PERCENT' ACHIEVED IN THE UPPER 12 INCHES, PER GEOTECHNICAL REPORT,
3. IT IS RECOMMENDED THAT CONCRETE BE THICKENED BY 20 PERCENT AT CONSTRUCTION JOINTS
PROJECT INFORMATION
AND UNSUPPORTED EOGES.
PROJECT MANAGER:
TMM
DESIGNED BY:
TMM
DRAWN BY:
SCM
PROJECT NUMBER:
ET35A00
NOT TO SCALE
NOT TO SCALE
ORIGINAL DATE:
0010712017
SHEET:
VEHICULAR CONCRETE PAVEMENT
2'-6" CURB AND GUTTER TO 1'-6" CURB AND GUTTER
0501

GENERAL NOTES: -
Ir1 FRAY€, ORATE AHD DCD
' -D et G "L7 BASK Of CURB � 3 USE CLASS "e" CONCRETE THROUGHOUT. q G7
0 yE--� 1 .�'' $'t F~-•• �"'� X PROViOE ALL CATCH @A&IN9 OVER 3'•a" IN DEPTH WITH STEPS 12"
' 2" WEEP HOLES GENERAL MOTES: E- Y 'C . _ ,r - ,Q
Q ` ¢B" ON vIDEEA. USE H SAS WHICH COMPLY WITH'ST(3. QRAWIHG 640.66.
Y'"'-^'^-"" USE CLASS "B" CONCRETE TKROiIGHOA. �'� � � (�(i O 1 " ����E�'3�iN `cv tr 1 � rr � �"' � � � b = r +� �
R-1
QO ti E„i Q � � •� � � � C.9 t.i DOI OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR A4 @AR DOWELS AT ,..A� {3 p
n sjw PROVIDE ALL DROP INLETS OVER T-@" IN DEPTH WITH STEPS 12" 141X': �ry� 1'"' �..{� f r�� rr r rr �� � �� �� � � �'"'1 ,�.1 v :,y' ;,•r� :?', :.. ?'t: ,? 0 12CEHTERS A$DIRECTEB 8Y THE EHOiH£E8: � Li,-,"Lpy -t DN CENTEEi, usE STEPS YYHICk1 ccxAPLv WITH STD, DRAwxNe @4a. B6. LL...„I ©F - S " 1 - 7 1 - 7 r w- F'� 1 '� "` Y Y o--{ ' LL. � F -i � �, �") = A -`S ,.� �. :. ,- ,�,,, U&E FORDS FOfi THE CQN6TRUCTIQN #F TH£ BCT7(%1 BLAB. aq��-OSV (OVAL CONSTRVGTIQN - YANOLrT"F4 POUR 2" KEYNAY OR N4 BAR BOWELS AT C>C'3 S _ ,,,� � A �0 �--1 _A _ v - IF REINFORCED CONCRETE PIPE x6 BET xN +�
r.N - m... -1 .. > .. ., s4" Ocraxsas �a ata€mca av Y31F eursrr,eria _ G3 f"7 c ['� __ L ^^r---"�-�^�"^"- r., ;r ,. -r ` m < ..-•��`•••.-`•.^•,.-L1UT'i0di -$IAB OF BOX, ADD TO SLAB w ti. r
L-... INSTALL STONE URA;H OF A NINEW A OF 1 Ct18IC FQQT OF NO. 70M STONE IN A , ( "• Q - - E.. _ h T w•r =t �•=--.---T. �^{ • X T - 1 m,.c r,_ _.. _ ..___ ,.... _._- __----, _ - _ , E5
POROUS PAORIC SAO Q WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER, z `F"�' ...... '��" � A
. i CHAYP�A ALL EV013E0 CMRAS a„- � � SECTION 1 �Fl1ItI L.a'" i� � � � � TOPE .� CTI{) �.,X t7RAi�tING NOT TO FsEdtL.E.
DRAWING NOT TO $GALE; .- 1 '
�, 4r,'_41�rr
ALAN t
WITH GRATE HU%ME; REMQVEp
1 f -7 N 11 !,r PLAN OF FRAME _ _ _PAAME. GRATE AND HOOD
CAST IRON A SEE STD.NO. dO,03 7 1� STEPS STD. No, 840,@S
-^BRICK COPING INCIDENTAL /� [� �±p /�'�^ (�' {w � g~ v @" , TQ EVAT
Irl { it 1 PLAN ("il tt OF 17-611/`-6 i IN r^ 1T1 9 I x O a cc
pCf
TOP' ELEVATION c L1. �,.., .34/ CAST IRON u„ s7 1 ._...'" •#�- o " A u�
r^ $TD. tS40.i8 PRAYS
4 GRATE cj -+ F+l (7 M o B ;: (D ca
i UJ
T- f N4 BAR i-4 E I i 9 P R R' E� Y. hM wM1
-61
-t w� ri i0 1-7 v � 0 � �gu �Bu I r, j rt � �r p � � � AECTXRN X^Y M on
�
wL1 5:ir"Y Cd 'ii u ❑ u _... .,F, D �° -.... D
IL = 4" = 17 1 '� 1 Q RISER HT. ! �: F.
fiy py 11' M 9 +3' -S� n ',�'': 't a� '0r VARIES
I�
i9 v _
a I m � c9 1 1g° 7ii7!,f Ci -4 C7
D� }� �� }- p j�&N . &,} It 141a rr .�"�. r" T I M `m 4 :. » p SF ' . p W 3
0 W - WHIrRE 90 TO $@ PI '
NOTE 0OW£L(sEE: NATE) MAX, PIPE THIS BIO& - tB" CC t1! Z ( rA f rr r, I rt 3S r, �r w ,� Q 9° sEe NOTE - x� USED �� 110N_�M-M
« �r^^ S T QN N - '7`4 (ff F -`t ,+ •' MINERS 42° TO 04" PIPE IS USED �
W '3 - '�'� .'c. WHERE 30" TQ 36" PIPE I$ USED ;�' y"
Ion SECTION X -X SCT ON Y -.,Y -1 �„ ., .,. I f ,t �..�. �. 1 0 10 RISER HT. - + Z
�t1
i3J
��•^•`'
h
-
' t r
---v
- `.- -
USE FORYB FOR THE CONSTRUCTION OF TH6 BOTTOM SLAB.
IF REINFORCED CONCRETE PIPF I$ SET IN BOTTOM SLAS OF BOX, ADO TO $3.AU
AS SHOWN AN 910. N0. 040.00.
CONSTRUCT WITH PIPE CROWNS MATCHING,
(�.. � � � �
Lam- r-`�
LL- O - j
�
OOTTOM WALL PER ctlrirFirF
BLAB FT. HT.^ ma,tsr
Yrr "
C.M. R.C.
S ^Y1 � 3y'rr
- C3
) P�^1
b
^ - ��• �'
i1$ -
( ['3 ..
�.. A
�
�
.....
CV
E
jj
"C.....
-1
-....,. _j_.,. - -, .,
]
�
..... �
�. C`,•I Qw o
� �
Q to
216
""- r7 � �" �
P „�,.t-t7 �'it
`�
""1
�
@ - ���-rn '��
.9 B"
P �.v
;.`.F`.` ';n'.',.
@ As SHOWN ON STA. ND. 040.00. �
s . ;;
;¢ @" USE TYPE "E", "F" AND "[i ORATES UNLESS OTHERWISE INDICATED,
FOR �'•#" IN tiEIOHr OR LESS USE @" YtAlt,&.AND BOTTOM SLAB, OVER
` @'•# TO 1a'•0" IN HEIGHT USE $" WALLS AND BOTTOM $LAB, ADJUST
� � � -05
I... Lu
� � Li. 0
pC?ujd
0,614
0.0 B 0.085
30" 31-01
-3 -6
q
SEE STANDAAD DRAWING 840.2ir FOR ATTAOiRENT OF PRAAEA AND (SPATES NOT SHOWN.
0 caq
Z t.A�
•
, rr
2'-0"
•
�.�
04
�
a
�
3'-0"
SECTZON 0.0
Yk1ER£ 42" TO 84" PIPE 19 USED �p...:"..6'.,';'n
4 ,-•n.
� �
0,026
>
.'.. _. _ T1
- "yr+"-"
F QUAHTITI&S ACOOROINOLY,
T -
SATi'.HiHD.
� y
3'-0"-
r
TTt MIr
2'-8"
SECTION A -A
-
INSTALL 2" KEPHOLES AS DIRECTED BY THS ENGINEER.
F.-
A�-A
-
-
A 4 Y
I -••••
0.028
oo$
1B"
3'-01"
jr
+
-
co- �
14
U)
PLAN !
CMOFFA ALL FXKWD tOp�R
��.. F^�i
*..
L-... INSTALL STONE URA;H OF A NINEW A OF 1 Ct18IC FQQT OF NO. 70M STONE IN A , ( "• Q - - E.. _ h T w•r =t �•=--.---T. �^{ • X T - 1 m,.c r,_ _.. _ ..___ ,.... _._- __----, _ - _ , E5
POROUS PAORIC SAO Q WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER, z `F"�' ...... '��" � A
. i CHAYP�A ALL EV013E0 CMRAS a„- � � SECTION 1 �Fl1ItI L.a'" i� � � � � TOPE .� CTI{) �.,X t7RAi�tING NOT TO FsEdtL.E.
DRAWING NOT TO $GALE; .- 1 '
�, 4r,'_41�rr
ALAN t
WITH GRATE HU%ME; REMQVEp
1 f -7 N 11 !,r PLAN OF FRAME _ _ _PAAME. GRATE AND HOOD
CAST IRON A SEE STD.NO. dO,03 7 1� STEPS STD. No, 840,@S
-^BRICK COPING INCIDENTAL /� [� �±p /�'�^ (�' {w � g~ v @" , TQ EVAT
Irl { it 1 PLAN ("il tt OF 17-611/`-6 i IN r^ 1T1 9 I x O a cc
pCf
TOP' ELEVATION c L1. �,.., .34/ CAST IRON u„ s7 1 ._...'" •#�- o " A u�
r^ $TD. tS40.i8 PRAYS
4 GRATE cj -+ F+l (7 M o B ;: (D ca
i UJ
T- f N4 BAR i-4 E I i 9 P R R' E� Y. hM wM1
-61
-t w� ri i0 1-7 v � 0 � �gu �Bu I r, j rt � �r p � � � AECTXRN X^Y M on
�
wL1 5:ir"Y Cd 'ii u ❑ u _... .,F, D �° -.... D
IL = 4" = 17 1 '� 1 Q RISER HT. ! �: F.
fiy py 11' M 9 +3' -S� n ',�'': 't a� '0r VARIES
I�
i9 v _
a I m � c9 1 1g° 7ii7!,f Ci -4 C7
D� }� �� }- p j�&N . &,} It 141a rr .�"�. r" T I M `m 4 :. » p SF ' . p W 3
0 W - WHIrRE 90 TO $@ PI '
NOTE 0OW£L(sEE: NATE) MAX, PIPE THIS BIO& - tB" CC t1! Z ( rA f rr r, I rt 3S r, �r w ,� Q 9° sEe NOTE - x� USED �� 110N_�M-M
« �r^^ S T QN N - '7`4 (ff F -`t ,+ •' MINERS 42° TO 04" PIPE IS USED �
W '3 - '�'� .'c. WHERE 30" TQ 36" PIPE I$ USED ;�' y"
Ion SECTION X -X SCT ON Y -.,Y -1 �„ ., .,. I f ,t �..�. �. 1 0 10 RISER HT. - + Z
DIMENSIONS ANO QUANTITIES FOR DROP INLET(BASED ON MIN, HEIOHT H
OTMEN$IONS OF BOX d PIPE
PIPE i SPAN I WIDTH MIN, HEIGHT
CUBIC YARDS
CONC. IN Box
DENCTIONS FOR
ONE PIPE
D A B
H
OOTTOM WALL PER ctlrirFirF
BLAB FT. HT.^ ma,tsr
Yrr "
C.M. R.C.
E
Q t
DIMENSIONS ANO QUANTITIES FOR DROP INLET(BASED ON MIN, HEIOHT H
OTMEN$IONS OF BOX d PIPE
PIPE i SPAN I WIDTH MIN, HEIGHT
CUBIC YARDS
CONC. IN Box
DENCTIONS FOR
ONE PIPE
D A B
H
OOTTOM WALL PER ctlrirFirF
BLAB FT. HT.^ ma,tsr
Yrr "
C.M. R.C.
12" 3'-0' 2'10
2 -O
0.222 0.222 0.692
0.016 4.026
Ifs"
is
2,3
0,648
0.023 0.436
#Awu
NQ.
216
o. d3
0. 3 0.036
24" .-
3 -0
0,614
0.0 B 0.085
30" 31-01
-3 -6
0.222 0.222 0.925
0,092 0.127
w ii � en n1� rf� L� ! I� �� n1i rf J I_ I I� .. z' O I .E , y "f:.:: .l w -
o
SHEET I OF 1 DETAIL SHOWr
640 14840 „ 14 HEEJ I OF 1 1 SHEET' 1 OF 1 HSET 1 OF .
NOT TO SCALE
844.16 4 .1 E
���� SALE
840.02
PRECAST DROP INLET
fV CU ,fir 134 r1 N CV
:�
FR, z
t3 .$ A
CJ
-� W �w
"..y
�.LE B
e c . ,' �'. '.9, ,a m
,1A
IIJ
DIMENSIONS QF BOX AND PIPE
I PAP MOTH Wr . R I SPAN-fulk
A ' B
HvimiT
-' H'
-. OVER I
DIMENSION
'1*" F
#Awu
NQ.
A;ENGTH
'
1
St S„Errtz
E TH
TOTAL
LBS,
CU -YDS, CONC. IN 809
'TOP- BOTTOM 0.
BLAB SLAB a[Xlfta�
.
.°3
.4-
a mU..
12 2"
ria
¢-G3
A p
? -3} "
, rr
2'-0"
----...--.�-,---..-�--.-_.,,-----.-T--�--..
�C
ggC_TTAM 9-9 RPnTTON P-�
a
�
3'-0"
SECTZON 0.0
Yk1ER£ 42" TO 84" PIPE 19 USED �p...:"..6'.,';'n
4 ,-•n.
L �} �v,.r• . A'',P ' v' v .
0,026
i6"
SHEET I OF 1 DETAIL SHOWr
640 14840 „ 14 HEEJ I OF 1 1 SHEET' 1 OF 1 HSET 1 OF .
NOT TO SCALE
844.16 4 .1 E
���� SALE
840.02
PRECAST DROP INLET
DROP INLET FRAME AND GRATE
PRECAST CATCH BASIN
FR, z
t3 .$ A
CJ
. .
"'I - - ANSION JOINTS -'1 rt r e
�' �` 43 NOTE: USE TYPE 'E', "F" AND "O" GRATE
vfl
�s cnp @" E a, 8., n cop o p UNLESS OTHERWISE NOTED. p p
z V_ -71 14 r. r. 1. l 8 8" STD. 840.03 FP"E AM•A'Z -'i x b F7 a -J a. '
d" , " RAE 6 HUOD t c 0 p w -4 � Z � ..
H051D / tlik- pLLI =,..A..aon r1 ^,:= r N N tf? Q
t �, ° "' "� pOR%3 C7� �' � ~ ,' GTION - IMAt Otto
-01
8.
liT
ELM I >--! A A ALIGN FRAME WITH INSIDE � t->
CUREI AND GUTTER WITH CATCH BASIN ON. STEEP €3RADES � � � p ` � � � EDGE OF WALL TO ALLOW � � p
A © FOR VERTICAL ADJUSTMENT ;F; y n G�
TOP
'vrr 4t USE ON FLAT ELEV, EXPANSION JOINT WALL SECTION'
M �' GRAO£6 2% AtaO UNDER
SECTION - 90 -I-. �
DEPRESSED GUTTER LINE � �ECTITON - PP �GTZQ!! -.xx
EXPANSION JQINT
PL OF TOP, ,^29MON_ 9--_S_ p ?1mi y°? ,r t © z
O FRAME,GRATE, & MOOD ASSY , ] to
rte" 50
NORM CURS AND GUTTER ON LIGHT GRADES LL � � �► �? �� ] LL.61.
mto
Q
NORMAL GUTTER L114E tit m - z
N
EXPANSION JOINT>~ I1. F A p V
8:5 E 3i6 "W" 8AR8 R4 8AR TOP
-I E ELEV. L
SyPEW (( r� BE ON ES r L
�t
., � te r ' K -K t H j ' Cc
_-`-DEPtiESSEO GUTTER f.INE a ED p L M+- CS CC
" " EXPANSION JOINT 1 - 40" S'•A (,i > $PcCTIOH - AA !1
p11 Dag L��1 n W x cn Q
ELEMATIQ
0 :},- NORMAL CURB AND GUTTER ON STEEP GRADES � � > = � '• L ► m " � � � U)� � z
m tox 0% - " 1 D 1"4 rJ FRAMr PLAjy = V% 0
© CzA) &EGTiAN »_J.!»_JJ V) W
� n M � 1J.!
w C) _ R 3" R n z
T qv
1a rr .2r_Qrr fr At tr 1'A"
$ +r 31 Or: 3rrrt_144 r N
SECTION - lrii ;.• turf
j1E 2 F SHEET 2 F 2 EET 1 OF 2 R-llogl•- SHEET 1 2E -2
F 2
1840-021
40 N Ar*
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT $40.02 0 SIECTION _» lilt
.. - .. ., ... 840.03 1840.03
m
TYPES OF
2%rr
imoiraw 9#imixame
Ami
winvies
FOR CBHCRE
Teti M111(mm ON MIM. -HEIOHT it
WITH NO aISEA
. .
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
-
PIPE
0 -
DIMENSIONS QF BOX AND PIPE
I PAP MOTH Wr . R I SPAN-fulk
A ' B
HvimiT
-' H'
-. OVER I
DIMENSION
'1*" F
#Awu
NQ.
A;ENGTH
BARS -Y I
-N LENGTH
805-W
_.
E TH
TOTAL
LBS,
CU -YDS, CONC. IN 809
'TOP- BOTTOM 0.
BLAB SLAB a[Xlfta�
DEDUCTIONS
ON9 PIPE
12'
31-0"
12 2"
ria
¢-G3
A p
? -3} "
, rr
2'-0"
----...--.�-,---..-�--.-_.,,-----.-T--�--..
�C
12
a
�
3'-0"
SECTZON 0.0
0.236
Oaz2
0.015
0,026
i6"
3'-0"
-2"
A
3'-0"-
r
TTt MIr
2'-8"
SECTION A -A
-
z 7
z
rr rr TYPE "E" TYPE ,rGrr
TYPE f
-
-
0.236
O.gn
0.028
oo$
1B"
3'-01"
1 2'-2
-
3'4
14
1
3'-6"
3'4"
- -
*..
-
"" Ay
0.236
O,847
0.033
D.049
24
'-O"
-2'-2"
ELE�NEnv
61.91,-
1lilt
4'-0"
r,
-
..
40
HEET 2 OF 2
TYPE F
0.236
1.0.01
0,058
0.086
3D"
3'-0"
-2`-2"
$•-4"
4r-9. - ',
, "
4'•0"
.4
1'•6"
2 31-
3
3'-9"
39
0.123 0.321
1
0.0920.127
20
36"
3`-0"
'-2"
3'.10"
0. •9
1`-6"
4'-0
4
1'-1
3 3'•9"
- $
3'•9"
43
0.161 10,350
1.714
0.132
O.1T@
42'Ta,�F
0.560
2'-a"
RL
-3. .
1'-6
3'•2"
-4
1 '
2 Y'-1
3
2'-11
32
0.112 Q.31B
G
0.180
0.213
48'
3`-O~
a'-2"
6'-0"
8
2`•0"
3'^2"
5'•'10"
3"
3 2'-11"
3
2'-,1"
$5
0.148 0.3 2
2, 2
0.238
0.317
S4'
$'-D"
2':2"
g'-�7"
a -3
2'-7"
36-2,•
4
'-10"
'-11"
312'-11"1
V-6"
41
10.160. 10,388
12,.867
D.2$7'
6.401
© CzA) &EGTiAN »_J.!»_JJ V) W
� n M � 1J.!
w C) _ R 3" R n z
T qv
1a rr .2r_Qrr fr At tr 1'A"
$ +r 31 Or: 3rrrt_144 r N
SECTION - lrii ;.• turf
j1E 2 F SHEET 2 F 2 EET 1 OF 2 R-llogl•- SHEET 1 2E -2
F 2
1840-021
40 N Ar*
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT $40.02 0 SIECTION _» lilt
.. - .. ., ... 840.03 1840.03
m
TYPES OF
2%rr
ui a C-4
a
Q
DETAIL SHOWING GRATES
USE ACCORDING TO WATER FLOW,
CONFIGURATION THOSE SHOWN NAY ALSO ISE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED ST&S AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
¢ q
ar
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
>000=
Ci 4�L
-�
if jl r! rt !r tr
TYPE G TYPE ETYPE F
-�••-•
A
MEW I
(j,F
=000
is
> a
WATER FLOW - -� SAG ^» - WATER FLOW �.mu
J- I
I
z 5
LENGTH
E
F
TOP
SLAB
~>&Nrr
Ip•
Z:
_-,------.-----.---„------------,--.---_
rr
�� 1�1f
ria
¢-G3
A p
R.E.
, rr
2'-0"
----...--.�-,---..-�--.-_.,,-----.-T--�--..
�C
12
a
�
3'-0"
SECTZON 0.0
Q
0 C?
IT,
- - - - - - .-..... - - -- .- - - - .- ... - - - - -• -- ..... - - .-..------
� {{ �� 3f
14-11
0.01$
- w- WATER FLAW - *^ SAG "+ WATER FLOW
A
2'-3"
r
TTt MIr
2'-8"
SECTION A -A
�E;
z 7
z
rr rr TYPE "E" TYPE ,rGrr
TYPE f
TYPE - E
A� Q
d
�i'�'
C
ce
z
9 RAISER FLAW ARROW , rr
6 HIGH `H
> n
>
RAISED FLOW ARROW 2 )
fF HIGH
P
0
W-9"
14
1
3'-6"
3'4"
L
*..
z
"" Ay
[,�, Fr
r
'
fr
E 1 !A
i' -A W
E3@
,, J fr 1112
IW'R 'r
w �
ELE�NEnv
{moi+r--T� ill r 7'-s,.N
1lilt
4'-0"
r,
r--
1$" SECTION A -A
1 fr
40
HEET 2 OF 2
TYPE F
TYPE G SECTION A -A
''
$r
1'
SHEET 2OF 2
J. _
3'-9"
84Ow03
a e�
4'-B"
840.08
NOT TO SCALE NOT TO SCALE NOT TO SCALE
PRECAST CATCH BASIN CATCH BASIN FRAME AND GRATE CATCH BASIN FRAME AND GRATE
t7
-0
-`4
INSTALL. ALL STEPS PROTRUDING 4" FROM FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS- OR MATERIALS FROM
CARp���,'
ui a C-4
O -
I+=
CONFIGURATION THOSE SHOWN NAY ALSO ISE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED ST&S AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
¢ q
ar
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN Sox
TOTAL QUANTITIES
BOX AND SLAGS
.ET�j -Pi
O
A
8
H
t -a 0
LENGTH
E
F
TOP
SLAB
BOTTQM
SLAB
[ALL!LSS.
FI. Of Iff
x ln 3 ETT
C.S.
R.E.
, rr
2'-0"
iIi LL
om
=1 O
12
a
�
3'-0"
3'-0"
Q
0 C?
0.1@7
0.106
22
0,750
0.01$
aLLA--A "E
A
2'-3"
2'-3"
2'-8"
12
�E;
��
3'-3"
0.198
0.196
0.204
24
z
0.023
0.036
1B"
2'-8"
cwa
W-9"
14
3'•3"
3'-6"
3'4"
L
SIDE
0.222
30
1,465
SIDE
0,048
ELEVATION
W -O"
3'-O"
,L
ELE�NEnv
3'-B"
4'-0"
4'-0"
r,
0.280
0,269
40
1.434
cc CL
0 Lu
LL
0.083
$r
1'
3'•S"
J. _
3'-9"
CD
a e�
4'-B"
RAST_ _IR{?N
0.375
CASs IRC#
0,205
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ELEVATIO f
0.092
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3O"
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1'•0"
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20
4'•9"
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W -O"
0.463
0.4$3
0.333
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2.341
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5`-0"
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0.560
0.580
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2.878
0.180
0,243
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6'-4"
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0.743
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3.623
0,235
0.317
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REINFORCING STEEL
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TSC IONA-A L , TOTAL 300
SHEET 1 OF 1 HEET 1 OF 1 1 - - . SHEET i OF 1
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DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN Sox
TOTAL QUANTITIES
BOX AND SLAGS
DFMKITONB FDR ORE
PIPE CU,YO$,
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NO,
LENGTH
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BOTTQM
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2'-0"
2'-0"
2'-$"
12
2'-9"
3'-0"
3'-0"
0,107
0.1@7
0.106
22
0,750
0.01$
0,021
15"'
2'-3"
2'-3"
2'-8"
12
3'.0"
3'-3"
3'-3"
0.198
0.196
0.204
24
0.902
0.023
0.036
1B"
2'-8"
2'-8"
W-9"
14
3'•3"
3'-6"
3'4"
0.227
0.223
0.222
30
1,465
0.033
0,048
24"
W -O"
3'-O"
3'-3"
i@
3'-B"
4'-0"
4'-0"
0.296
0.280
0,269
40
1.434
0.059
0.083
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3'-6"
3'-9"
is
1.31,
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4'-8"
0.375
0.375
0,205
51
1.8@0
0.092
0.127
3O"
4'-11"
1'•0"
4'-3"
20
4'•9"
W -O"
W -O"
0.463
0.4$3
0.333
64
2.341
DAN
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42
1 4'-6"
1 4'•B"
4'4"
2.2
5'-3"
5`-0"
5'-6"
0.560
0.580
0.370
77
2.878
0.180
0,243
46"
W-4"
5' 4"
- 5'4"
26
1 6'.3"
6'-4"
6'-4"
0,743
0.743
0.407
111
3.623
0,235
0.317
64"
5'•'10"
5'-1D"
5`-B"
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W-7"
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0.866
0,865
0.444
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4.203
0.287
0,401
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30
7'-3"
7',6"
V-6"
4.042
1.042
0,4$1
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0.498
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7'-1"
7'-1"
6'•9"
32
7'-10"
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1.210
1.210
O.S1S
169
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0.444
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SHEET 1 OF 1 HEET 1 OF 1 1 - - . SHEET i OF 1
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PROJECT MANAGER:
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PROJECT NUMBER:
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ORIGINAL DATE:
0610712017
SHEET:
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USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERT$ AT LOCATIONS SHOWN ON PLANS OR A$
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
CONSTRUCT THE PIPE COLLAR WITH GLASS "B"
OR BETTER CONCRETE.
OBSERVEALL RE(WIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
" USE 12 INCH DIAMETER VALUES FOR PIPE DIAWTERS
LESS THAN 12 ION.
k
V EXIST. PIPE i PROP. PIPE D
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SIDE ELEVATION
iI
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12"
1294
12"
0.3528
1S"
12"
i^r"
0.3990
1s"
12"
12"
0.4465
24"
12"
12"
0.5526
30"
12"
12"
0.6580
38"
12"
12"
0.7644
42"
12"
12"
0.8858
40"
12"
12"
1.0128
84"
i8"
1s"
2.6788
$0"
18"
18"
2.8506
8s"
18"
1S"
3.1307
72"
18"
18'
3.4175
NCDOT ANTI -SEEP COLLAR
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AVAILABLE: 9'• &FOR COFRUGATED HGPE
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PVC UWV (EX; SCH 40}. PVC C900; 90.
CORRUGATED & RIB6ED PVC
WATERTIGOT.QINT
(CORRUGATED HDPE SHOWN)
1FiE 6ACKVILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE R@GUiREMENT$ OF CLASS if
MATERIAL AS DEFtNEp IN A.STtd =11. B: WINO 6 9AtkC ILL FOR
SJJRFACEDRAINAGE INLETS SHALL BE PLACED & COMPACTED
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T "W -CAL INFCRAAT*N SHOWN HEREIN
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11RAWXSY EfIC
DATE 32514
MATEM4
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WORD, QA 101324
p"1,04191-uo
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DATE W3&ff
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SCALE 1;14 $HEFT tOF
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18;# AREA DRAIN
w
NOT TO SCALE
GRATE NOTES:
• GRATES SHALL BE 18"
DIA.
NOT TO SCALE
ALTERNATE WALL
CONFIGURATION
w
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PLAN
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GENERAL NOTES;
I. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS,
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M174, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.5.1 COMPRESSIVE STRENGTH.
4, PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION,
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION,
6• THE DIMENSIONS FOR END SECTIONS $HALL SUBSTANTIALLY AGREE
WITH THE TABLE- MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT QF WAY.
FLARED END SECTION
NOT TO SCALE
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ALL PIPE i
CONNECTI!
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CLEANOUT IN UNPAVED AREAS
ALL PIPE BENDS ANif
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CLEANOUT IN PAVED AREAS
STORK[ DRAIN CLEANOUT
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(3,000 PSI MIN.)
NOT TO SCALE
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TABLE OF DIMENSIONS
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8"
2'-3"
3'-10"
2'-0"
6'-1^
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18'
2--1/2'
9'
2'^-3"
3` 10'
9-D"
6'-1'
11$03
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10'
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4'-0'
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4'-s"
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5'-0'
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2.380
36"
4" 1
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5'--3"
2'-11"
6'rtO'
8'-2"
5320
42"
4^1/2"
1'-^9"
5'-3'
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0'
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PROJECT MANAGER:
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DESIGNED BY:
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DRAWN BY:
GENERAL NOTES;
I. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS,
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M174, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.5.1 COMPRESSIVE STRENGTH.
4, PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION,
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION,
6• THE DIMENSIONS FOR END SECTIONS $HALL SUBSTANTIALLY AGREE
WITH THE TABLE- MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT QF WAY.
FLARED END SECTION
NOT TO SCALE
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ALL PIPE i
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CONNECTIONS SHALL
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PROJECT MANAGER:
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DESIGNED BY:
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DRAWN BY:
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PROJECT NUMBER:
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ORIGINAL DATE:
05107/2017
SHEET:
C6.1