SW3170505_Plans_20170601

CERTIFICATE OF APPROVAL:
I HEREBY CERTIFY THAT ON THE _____—Y._ DAY OF 20— THE
VILLAGE COUNCIL OF THE VILLAGE OF MARVIN, NORTH CAROLINA, APPROVED THIS PRELIMINARY
PLAT / CONSTRUCTION PLAN. THIS CERTIFICATE OF APPROVAL IS NOT INTENDED TO BE
CONSTRUED TO BE APPROVAL OF THE FINAL PLAT NOR APPROVAL OF THE PROPOSED
SUBDIVISION TO BE RECORDED AT THE REGISTER OF DEEDS.
ZONING ADMINISTRATOR, VILLAGE OF MARVIN (PRINTED)
ZONING ADMINISTRATOR, VILLAGE OF MARVIN (SIGNATURE)
Know whars below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. I
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 1 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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C® SnE PLAN "C'
.rR0Jj:!;k...*X NUMBrd1-'%.,, LEJ"LJ. 1b C-7 OVERALL GRADING PIAN
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DATE: FEBRUARY 13, 2017 8 GRADING PLANW
C-9 GRADING PLAN'B'
REVISED: APRIL 27, 2017 C-10 GRADING PLAN "C'
C-11 OVERALL DRAINAGE AREA PLAN
C-12 DRAINAGE AREA PLAN 'A!
C-13 DRAINAGE AREA PIAN 9B"
C-14 DRAINAGE AREA PIAN "C"
C-15 OVERALL LMLrIY PIAN
C -15A WATERMAIN EMENSION
OWNER: EC -I EROSION CONTROL PHASE 1
EC -2 EROSION CONTROL PHASE 2
EC -3 EROSION CONTROL DETAILS AND NOTES
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LEGEND
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SECTION IV i
1 2 52 `uVF j.� , CAB B, FILE 114A
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CRESS HORNE INVESTMENTS i
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EXISTING FENCE )
DB 3979, PG 314 EXISTING FENCE
PIN 06186016 SOIL LEGEND
ADJOINERS;
` OWNERS ZONING DEED BOOK DEED PAGE PIN
A TRACY M. & BRYAM T. FRICK WAXHAW R-3 PRD 4171 756 06186174
YX
B TERRY & STACEY THOMSON WAXHAW R-3 PRD 4414 363 06186175 Tag TARRUS GRAVELLY SILT LOAM, 2 TO 8 PERCENT SLOPES
x; C MICHAEL B. & JAMIE L. BENFIELD WAXHAW R-3 PRD 6259 485 06186176
® D MICHAEL & KILEY GAFFANEY WAXHAW R-3 PRD 6714 347 06186177
E DONALD & JUDY SANDERS -BULL WAXHAW R-3 PRD 4229 287 06186178
-s F JOHN A. & LORI S. TRUBINSKY WAXHAW R-3 PRD 4583 127 06186179 CHEWACLA SILT LOAM, 0 TO 2 PERCENT SLOPS
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT w:��� � � � � C;h A
G GERARD & BARBARA HAGSTEDT WAXHAW R-3 PRD 4665 165 06186180 FREQUENTLY FLOODED
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION H ROHIT & SHRIDEVI S. SHETTY WAXHAW R-3 PRD 4238 755 06186181
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. I PAVEL & SVETLANA GURLOV WAXHAW R-3 PRD 4209 429 06186182
J TAE SEOK YANG WAXHAW R-3 PRD 4945 709 06186183
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE ® K MICHAEL J. & 'AMBER R. MORRIS WAXHAW R-3 PRD 6584 755 06186184 Ta C TARRUS GRAVELLY SILT LOAM, 8 TO 15 PERCENT SLOPES
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". Know wnats budwow. L CAREY M. & PATRICIA M. FREE WAXHAW R-3 PRD 4692 84 06186185
Alk M IRENE ROBERTSON WAXHAW R-3 PRD 4289 27 06186186
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. tAll beforeyou® i N DAVID S. & PAIGE P. HOLLOWAY WAXHAW R-3 PRD 4349 402 06186187
0 MELISSA A. & ANTHONY A. PEREZ WAXHAW R-3 PRD 4308 527 06186188 Tb B 2 MODERATELLY GRAVELLY CLAY LOAM, 2 TO 8 PERCENT,
P ALBERT S. & LYNN MCKELL GAZJUK WAXHAW R-3 PRD 4332 605 06186189
Q SHANNON MCSORLEY MARVIN R 6072 138 06189093A
THOMAS A. & PAMELA K. HOLT
ZONED (MARVIN): R
DB 1736, PG 494
PIN 06189087
GENERAL NOTES
1.) BOUNDARY INFORMATION TAKEN FROM SURVEY PERFORMED BY JOHN R. MCADAMS
COMPANY DATED: MAY 9, 2016.
2.) TOPOGRAPHIC INFORMATION TAKEN FROM UNION COUNTY GIS.
3.) FLOOD NOTE: THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
ZONE, IT IS LOCATED IN ZONE "AE" AS DEFINED BY FEMA NFIP COMMUNITY NO.
370514, MAP NO. 3710446400J DATED OCTOBER 16, 2008.
4.) REFERENCES: DB 4960, PG 585; PARCEL NO. 06186017
5.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
6.) RPW STREAM LOCATION AND WETLAND DELINEATION BY CAROLINA WETLAND
SERVICES (APRIL 25, 2016.)
7.) NO HISTORIC SITES ON THE TRACT.
TIE
1 inch = 100 ft.
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
LINE TABLE
LINEI
BEARING
DISTANCE
L1
IN
72°31'24"
E
87.33'
L2
N
72°38'17"
E
49.13'
L3
N
72°50'18"
E
48.42'
L4
N
72'34'01"
E
51.96'
L5
N
72°33'13"
E
44.88'
L6
N
72°32'52"
E
49.41'
L7
N
72°24'56"
E
46.84'
L8
N
72°28'50"
E
5133'
L9
N
72°38'50"
E
55.28'
L10
N
72°28'07"
E
59.17'
L11
N
71°17'38"
E
74.52'
L12
N
69°48'08"
E
41,97'
L13
N
6816'28"
E
50.18'
L14
N
6710'16"
E
58.13'
L15
N
65°33'47"
E
85.72'
L16
N
65`14'55"
E
62.55`
L17
N
64°5543"
E
64.77'
L18
N
65°04'58"
E
61.76'
L19
N
64°57'33"
E
59.93'
L20
N
64°59'11"
E
59.49'
L21
N
65°18'18"
E
62,28'
122
N
65°24'34"
E
80.96'
L23
S
13°29'55"
E
29.67'
L24
S
13'26'49"
E
71.25'
L25
S
13°26'00"
E
65.49'
L26
S
13°28'05"
E
133.77'
L27
S
13°20'42"
E
66.90'
L28
I S
13°26'36"
E
67,05'
L29
S
13°24'51"
E
66.94'
L30
S
13°25'54"
E
134.04'
L31
S
13'26'11"
E
67.01'
L32
S
13°17'55"
E
54.25'
L33
S
06°11'25"
W
59,70'
L34
S
06°20'23"
W
66,85'
L35
S
06°24'14"
W
172,01'
L36
S
60°14'01"
E
22.60'
L37
S
59°06'51"
W
80,50'
L38
S
13°06'01"
W
64.75'
L39
IN
12°50'02"
W
29.49'
THOMAS A. & PAMELA K. HOLT
ZONED (MARVIN): R
DB 1736, PG 494
PIN 06189087
GENERAL NOTES
1.) BOUNDARY INFORMATION TAKEN FROM SURVEY PERFORMED BY JOHN R. MCADAMS
COMPANY DATED: MAY 9, 2016.
2.) TOPOGRAPHIC INFORMATION TAKEN FROM UNION COUNTY GIS.
3.) FLOOD NOTE: THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
ZONE, IT IS LOCATED IN ZONE "AE" AS DEFINED BY FEMA NFIP COMMUNITY NO.
370514, MAP NO. 3710446400J DATED OCTOBER 16, 2008.
4.) REFERENCES: DB 4960, PG 585; PARCEL NO. 06186017
5.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
6.) RPW STREAM LOCATION AND WETLAND DELINEATION BY CAROLINA WETLAND
SERVICES (APRIL 25, 2016.)
7.) NO HISTORIC SITES ON THE TRACT.
TIE
1 inch = 100 ft.
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION

--------------------.--- - - - - ____ ___________ _____ ____ __
LEGEND
* EXISTING REBAR
DEMOLITION NOTE: A CALCULATED POINT
1.) ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST 71) UTILITY POLE
COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE
HE MINING ACT OF 1971, OR A LANDFILL REGULATED BY * LIGHT POLE
THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM [El ELECTRIC BOX/METER
DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE
DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE M TELEPHONE PEDESTAL
DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF
ONS. [15A NCAC 413.0110] [I DROP INLET
(�) SANITARY SEWER MANHOLE
(D CABLE BOX
� . [�] GAS METER
S WELL
FA _C1 HVAC
SURVEYED LINE
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— ou — OVERHEAD UTILITY LINE
— SD — STORM DRAIN
— ss — SANITARY SEWER LINE
_x— FENCE LINE
­-­­­-­­­- SOIL BOUNDARY
----------- TREE PROTECTION
11 -1 �­ --------- LIMITS OF DISTURBANCE
. EXISTING FENCE 1� 1-1 � 'K� \
FLOODWAY 1� 11 \ -
TO BE REMOVED I 11 11 � � I/ FLOODWAY
11 I I 1-1 �;2
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1 *1 _-1-1 1� I F JOHN A. & LORI S. TRUBINSKY WAXHAW R-3 PRID 4583 127 06186179
CONTRACTOR SHALL NOTIFY "NC81 1" (81 1) OR (1-800-632-4949) AT Iv Irol
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,I � . . . . . 1-1 G GERARD & BARBARA HAGSTEDT WAXHAW R-3 PRID 4665 165 061 861 80
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LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION , " H ROHIT & SHRIDEVI S. SHETTY WAXHAWR-3 PRID 4238 755 06186181
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. I PAVEL & SVETLANA GURLOV WAXHAW R-3 PRID 4209 429 06186182
WAXHAW R-3 PRID 4945 709 06186183
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE K MICHAEL J. & AMBER R. MORRIS WAXHAWR-3 PRD 6584 755 06186184
K n o w w h a t's bre 10D W. L CAREY M. & PATRICIA M. FREE WAXHAW R-3 PRID 4692 84 06186185
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 1 ". Ank M IRENE ROBERTSON WAXHAW R-3 PRID 4289 27 06186186
1 REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. t;d'l I before y0 -u dig. N DAVID S. & PAIGE P. HOLLOWAY WAXHAWR-3 PRID 4349 402 06186187
=EWA 0 MELISSA A. & ANTHONY A. PEREZ WAXHAW R-3 PRID 4308 527 06186188
P ALBERT S, & LYNN MCKELL GAZJUK WAXHAW R-3 PRID 4332 605 06186189
Q SHANNON MCSORLE MARVIN R 6072 138 06189093A
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1.) BOUNDARY INFORMATION TAKEN FROM SURVEY PERFORMED BY JOHN R. MCADAMS
COMPANY DATED: APRIL 6, 2016.
2,) TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY JOHN R.
MCADAMS COMPANY DATED:NOVEMBER 4, 2016.
3.) FLOOD NOTE: THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "AE" AS DEFINED BY FEMA NFIP COMMUNITY NO.
370514, MAP NO. 3710446400J DATED OCTOBER 16, 2008.
4.) REFERENCES: DB 4960, PC 585; PARCEL NO. 06186017
5.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR I
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
ND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY �
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
6.) RPW STREAM LOCATION AND WETLAND DELINEATION BY CAROLINA WETLAND
SERVICES (APRIL 25, 2016.)
7.) NO HISTORIC SITES ON THE TRACT. �
PRELIMINARY DRAWINGS — NOT RELEASED FOR CONSTRUCTION
LINE TABLE
LINEI
BEARING
DISTANCE
Ll
N
72'31'24"
E
87.33'
L2
N
72*38'1 7"
E
49.13'
L3
N
7 2'5 O'l 8 "
E
48.42'
L4
N
7 2'3 4'0 1 "
E
51.96'
L 5
N
72*33'1 3"
E
44.88'
L6
N
7 2'3 2'5 2 "
E
49.41'
L 7
N
72*24'56"
E
46,84'
L 8
N
72*28'50"
E
53.3.3'
L 9
N
72*38'50"
E
55.28'
LIO
N
7 2'2 8'0 7 "
E
5 9.1 7'
Lll
N
71 *1 7'3B"
E
74.52'
L12
N
69*48'08"
E 1
41,97'
L13
N
6 81 6'2 8 "
E 1
50.18'
L14
N
67*1 O'l 6"
E
58.1.3'
L15
N
65*33'47"
E
85,72'
L16
N
651 4'55"
E
62,55'
L17
N
64*55'43"
E
64.77'_
L18
N
6 5'0 4'5 8 "
E
61. 7 '
L19
N
6 4'5 7'3 3 "
E
59.93'
L20
N
64-50 ]'I
E
59.49'
L21
N
6 5 1 8`1 8"
E
62,28'
L22
N
6 5'2 4'3 4 "
E
80.96'
L23
I S
13*29'55"
E
29,67'
L24
S
13'26'49"
E
71.25'
L25
IS
1 3'2 6'0 0 "
E
65.49'
L26
S
13-28'05"
E
1 33.77'
L27
S
13�20'42"
E
66.90'
L28
S
1 3'2 6'3 6 "
E
67.05'
L29
S
1 3'2 4'51 "
E
66.94'
L30
S
13'25'54"
E
134.04' 1
L31
S
1 3*26'1 1 "
E
67.01'
L32
S
13"l 7'55"
E
54,25'
L33
06*1 1'25"
W
59.70'
L34
S
06*20'23"
W
66,85'
1_35,
S
06*24'1 4"
W
172,01'
L36
S
60'14'01"
E
22.60'
L37
S
59'06'51 "
W
80.50'
1_3 8
S
1 3'0 6'0 1 "
W
64.75'
L39
N
12*50'02"
W
29.49'
1.) BOUNDARY INFORMATION TAKEN FROM SURVEY PERFORMED BY JOHN R. MCADAMS
COMPANY DATED: APRIL 6, 2016.
2,) TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY JOHN R.
MCADAMS COMPANY DATED:NOVEMBER 4, 2016.
3.) FLOOD NOTE: THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "AE" AS DEFINED BY FEMA NFIP COMMUNITY NO.
370514, MAP NO. 3710446400J DATED OCTOBER 16, 2008.
4.) REFERENCES: DB 4960, PC 585; PARCEL NO. 06186017
5.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR I
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
ND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY �
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
6.) RPW STREAM LOCATION AND WETLAND DELINEATION BY CAROLINA WETLAND
SERVICES (APRIL 25, 2016.)
7.) NO HISTORIC SITES ON THE TRACT. �
PRELIMINARY DRAWINGS — NOT RELEASED FOR CONSTRUCTION

I
-
______ ___ _____ __ _____ _______
� SITE DATA t, �
QENERAL NOTES SITE INFORMATIOtA ESSEX HOMES t-
� ATTN: BRIAN IAGNEMMA C4 8
1. ALL ROADS ARE PROPOSED TO BE PUBLIC ROADS AND WILL BE PROPOSED FOR BOUNDARY INFORMATION AND EXISTING CONDITIONS FROM: � ([e-mail]) Cq u
ACCEPTANCE INTO THE VILLAGE OF MARVIN SYSTEM. THESE ROADS AND DRAINAGE 13310 SOUTH RIDGE DRIVE, SUITE A -1 . lod" m
SYSTEMS WILL BE DESIGNED IN ACCORDANCE WITH THE VILLAGE ENGINEERING AND COMPLETED BY MCADAMS ENTITLED "MARY WALKER TRACT" CHARLOTTE, NC 28273 - g ON) I
ES MANUAL. 704.423.8988 1 09
2. ALL STORM DRAINAGE EASEMENTS WILL BE 10' FROM CL OF PIPE. FLOOD NOTE: THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED � � x �01 0
" o'.4 u �
3. ALL STORM DRAINS NOT WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENT ARE IN ZONE "AE" AS DEFINED BY FEMA NFIP COMMUNITY NO. 370514, MAP NO. 3710446400J � I -"\\ � SITE TAX MAP ID 2 - 10 P-4 8 .::�
OWNED AND MAINTAINED BY THE HOA. DATED OCTOBER 16, 2008. DATA: 06186017 41.3±
4. AREAS WHERE A UTILITY EASEMENT EXISTS, THE SETBACK ENCROACHMENTS WILL NOT BE 1:4 ? -.0, I g .
ALLOWED. NO STRUCTURES INCLUDING PORCHES, WILL BE ALLOWED IN UTILITY \ \
, F., m l�
5. NONE OF THE PROPOSED EASEMENTS ARE EXCLUSIVE EASEMENTS. IN ADDITION, ALL 0 w d in
EASEMENTS MUST REMAIN CLEAR OF DEBRIS OR OTHER MISCELLANEOUS OBSTACLES.. \ ,---"\ 1.3 4 , 8 .
-,
r
- It .%, ZONING: R (1) 0)
6. THIS SITE IS SUBJECT TO STREAM SIDE / WETLAND BUFFERS AS OUTLINED IN SECTION CERTIFICATE OF APPROVAL I %,
11 I \� CURRENT USE: SINGLE FAMILY RES. ;I
__ &__,;;�, u !
150.074 STREAM BUFFERS SECTION OF THE VILLAGE OF MARVIN ZONING ORDINANCE. �,% I __ m 0
1 HEREBY CERTIFY THAT ON THE --- DAY OF ______ 20--- THE , -1 , PROPOSED USE: RESIDENTIAL P
THE STREAM BUFFER WILL BE 100 FEET ON EACH SIDE OF THE JURISDICTIONAL STREAMS. VILLAGE COUNCIL OF THE VILLAGE OF MARVIN, NORTH CAROLINA, APPROVED THIS PRELIMINARY ,�� \ 1�:_ 0.86 DU / AC - 0 �
WHERE THE FLOODPLAIN IS LARGER THAN THE MEASURED BUFFER, THE FLOODPLAIN LINE \ I ,,'--\ ALLOWED DENSITY: a
BECOMES THE BUFFER. PLAT / CONSTRUCTION PLAN. THIS CERTIFICATE OF APPROVAL IS NOT INTENDED TO BE ,I I- 0
\% N, " PROPOSED DENSITY. 0.65
7. THE WETLAND DELINEATION FOR THIS SITE HAS BEEN COMPLETED BY CAROLINA WETLAND OVAL OF THE FINAL PLAT %%--" ,--,,
%."-,-- a
SERVICES. SUBDIVISION TO BE RECORDED AT THE REGISTER OF DEEDS. \1, % \ \_w�_,_, MINIMUM LOT AREA: 30,000 SF (NOTE 14) -
8. ALL RETAINING WALL DESIGNS WILL BE SUBMITTED UNDER A SEPARATE BUILDING PERMIT. 1\ %, ,,', MINIMUM LOT WIDTH (AT BUILD LINE): 130, - r^
/ \ __., ,
THEY WILL ALL BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. 1� % "'­�,\ , SETBACK REQUIREMENTS: wj
9. 10'X70' SIGHT TRIANGLES AT ALL INTERSECTIONS. I \\ %_ -
FRONT. 50'
12. FLOOD NOTE: THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS �,--"" ------ \ 1* SIDE: 20'
-_ it -----\\----,
LOCATED IN ZONE "AE" AS DEFINED BY FEMA NFIP COMMUNITY NO. 370514, MAP NO. ZONING ADMINISTRATOR, VILLAGE OF MARVIN (PRINTED) it \_.,%,.'1_1 " ;�
3710446400J DATED OCTOBER 16, 2008. , - SIDE (CORNER LOT): 30,
1 \ \ '.1
13. THE PAVEMENT SECTION FOR INTERNAL ROADS: I \ \_% \11\ 0.2% ANNUAL CHANCE FLOOD ,/'., REAR: 50'
A \ .of 4 �_
. 8" COMPACTED ABC OR 4" B25.OB (ASPHALT CONCRETE BASE COURSE) � \ I I I-,- - 1% ANNUAL CHANCE FLOOD _"�_" j I REAR (ABUTS A RESIDENTIAL LOT): 75' Aolftlk
0 2-1.5" LIFTS OF S9.513 (ASPHALT CONCRETE SURFACE COURSE) AS FOLLOWS: %._-1__z1 __ --\ ----Of FIRE DISTRICT: 1 1 �-4
.. - \\ ,'I,,, / (;:;---j - A
1.5" OF S9.5B PLACED IMMEDIATELY UPON PROPER PREPARED STONE BASE. ZONING ADMINISTRATOR, VILLAGE OF MARVIN (SIGNATURE) I ___ ,/< � _.eq
0. 1.5" OF S9.58 UPON MEETING REQUIRED HOUSING DENSITY (APPROXIMATELY 70-80%) 1 ;�,--,__,_____ ------- //_______/ \�__,_____\ I- \ SCHOOL DISTRICT: 3 4q�
\ "-,%% I _/ , ,�_ -- N
14. 20% OF THE LOTS CAN BE REDUCED TO 25,000 SF. \ L,_ -,, ___/ \�______ / I TOTAL NUMBER OF UNITS ALLOWED: 35 �
15. THIS SITE WILL COMPLY WITH THE VILLAGE OF MARVIN STORMWATER REQUIREMENTS: \ .1 TOTAL NUMBER OF UNITS PROPOSED: 27
. IN ORDER TO PREVENT FLOODING AND DAMAGE TO PROPERTIES, ALL DEVELOPMENTS � "I % 0.2% ANNUAL CHANCE FLOOD % .,__� - J. INTERIOR TREE PRESERVATION AREA REQUIRED: u
%.I %Nv�__, % I %".N ./** www
SHALL PROVIDE STORMWATER DETENTION TO CONTROL THE PEAK RUNOFF FROM THE .,\ c1% ANNUAL CHANCE FLOOD \ I el�,_ INTERIOR TREE PRESERVATION AREA PROVIDED: 22.4% = 9.26 AC .%, .
2, 10, 25, 50 AND 100 YEAR 24-HOUR STORM EVENTS TO PRE -DEVELOPMENT ��%__ �_/_ j % / mo
,
-
LEVELS; DESIGN PROFESSIONAL SHALL PROVIDE A CERTIFICATION THAT DOCUMENTS \___ _\ \---*z___,,-, CONSERVATION LAND REQUIRED: oc"
THAT CONSTRUCTION OF THE PROJECT OR SUBDIVISION SHALL NOT INCREASE THE -,""I \'A - CONSERVATION LAND PROVIDED: 38% = 15.87 AC '111111111,
RATE OF RUNOFF FROM THE SITE NOR CAUSE ANY ADVERSE IMPACTS ON % / ERAGE LOT SIZE: 33,633 SF ,.%% I
DOWNSTREAM FACILITIES OR PROPERTY. '�\, %\\ '1/ 1 2,021 LF ,,,..%,. , $.. I".. .
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16. EXISTING HERITAGE AND SPECIMEN TREES, INCLUDING CANOPY TREES 24 INCHES OR I I I I I I I I I I I , % x TOTAL LINEAR FEET OF STREETS: I N o CARo z/ ,,
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A TRACY M. & BRYAM T. FRICK WAXHAW R-3 PRD 4171 756 06186174 FILENAME: LEH -1 6000-OAS1
MANAGED USE ZONE I WAXHAW R-3 PRD 4414 363 06186175
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D MICHAEL & KILEY GAFFANEY WAXHAW R-3 PRD 6714 347 06186177 — TM
1, . I . . . � = E DONALD & JUDY SANDERS -BULL WAXHAW R-3 PRD 4229 287 06186178 DRAWN BY: JBW
I . � . . . F JOHN A. & LORI S. TRUBINSKY WAXHAW R-3 PRD 4583 127 06186179 Ale
. . . . WAXHAW R-3 PRID 4665 165 06186180 0_zro (*4b 6-9 SCAM:
H ROHIT & SHRIDEVI S. SHETTY WAXHAW R-3 PRD 4238 755 06186181 .) i " = i 00,
\ , \ \ \ \ \&'I I PAVEL & SVETLANA GURLOV WAXHAW R-3 PRD 4209 429 06186182 GRAPHIC SCALE DATE: 05-31-2017
\ \ , INTERIOR PRESERVATION AREA WAXHAW R-3 PRD 4945 709 061861 83 100 0 50 100 200 _____
[ \'\,\\ \ \ \ \ \ \ , \ K MICHAEL J. & AMBER R. MORRIS WAXHAW R-3 PRD 6584 755 06186184 1 - -_ SHEET NO. �0% Ir%
L CAREY M. & PATRICIA M. FREE WAXHAW R-3 PIRD 4692 84 06186185 - .j
M IRENE ROBERTSON WAXHAW R-3 PIRD 4289 27 06186186 1 inch = 100 ft. U Q
N DAVID S. & PAIGE P. HOLLOWAY WAXHAW R-3 PRID 4349 402 06186187
0 MELISSA A. & ANTHONY A. PEREZ WAXHAW R-3 PRD 4308 527 06186188
P ALBERT S. & LYNN MCKELL GAZJUK WAXHAW R-3 PRD 4332 605 06186189 !mMcADAms
Q SHANNON MCSORLEY MARVIN R 6072 138 06189093A // - PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
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____ \ BRYAM T. FRICK TERRY & ZONED (WAXHAW): R-3 JOHN A & GERARD & ROHIT & SHRIDEVI PAVEL & SVETLANA GURLOV MICHAEL J & ZONED (WAXHAW): R-3 PRO
____ � � � ZONED (WAXHAW): R-3 PRD I DB 4692, PG 84 / DAVID S. &
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_____ % � � � DB 4171, PG 756 ZONED (WAXHAW): R-3 PRD PIN 06186176 ZONDED (WAXHAW): R-3 PRD ZONED (WAXHAW): R-3 PRD PIN 06186185 / ZONED (WAXHAW):
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FILENAME: LEH-1 6000 -Sl
CHECKED BY: TM
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DATE: 05-31-2017
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jSHEET KEY
1
r� S13°28'0. Oar i \ = 7
w71 L Fi LFrG��� ° ° - - - - - a - -- - - - -� ` S 0® \ L=62.34' 34,873 SF s Imo_
_ ° 130.07' �� \ 0.80 AC '
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N46'31'55"E
-'� SIGNAGE n � ,,° 24" CURB AND GUTTER � o \ 10.31
v / go®� �/ / I (TYP.) PUBLIC STORM DRAINAGE -® R=22.00'
7116.93'
1 5"W i EASEMENT R=124.50' L=18.$4'
POWER POLE y�;��Q-�r® 30' SIDE 5B '.--.- L=130.38' o Q.O� ®
(CORNER LOT TYP R=50.50' 1
(
ACCESSIBLE RAMPS / ° i I \\ ®\ \�0
zx AC I / 0 �/ o I o 20
R=124.50'
PROPERTY LINE I 24 / / L=205.29' Wi I S46.31'55"W \� o n \ 16
27,917 SF / ° vi ,'�° N 12 10.31' `' R=50.50' 31,297 SF
- - SETBACK LINE 0.64 AC / ! / , W Ml os o I R=22.00' \\ �� o L=59.73' 0.72 AC
CK ED® -- - RIGHT-OF-WAY LINE I / 11 rl 30,266 SF -'' � ° s
Z 0.69 AC L=18.84' �_'y u� o�
/ o / / / 30,275 SF
- - - - LOT LINE 0.70 AC i
EASEMENT LINE ^ ° m I R=5 0 }
Al! / �w f < I 2.43'
a 0
CENTERLINE
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S72703'1 5"W v �I _ 1 1
CURB AND GUTTER 1 5.00' 20' SIDE SB (TYP.) 1 / ' ''�✓
L.AN®SC/® PE NQTES: - r 1 __ - _- - o 0
FLOODWAY ^N11'05'02"W _ _ _ _ _ _ _ _ 813°28'05"E _ _ _ _ _ _ _ _ _ _ N7_3'2_8'05"W ��^ `s?`S / R=50.50'
\• J/ L=50.00'
STREET TREES: 240.66' i 149.72' S
TREES SHALL BE SPACED 40' ON CENTER AS SHOWN AND SPECIES SHALL BE 1. o I o c\
APPROVED BY THE VILLAGE OF MARVIN. 1
INTERIOR LOT TREES: '„ """ WETLAND - I , E-4 E-4- • e �
TWO (2) TREES SHALL BE PROVIDED IN THE REAR YARD OF EACH LOT AS SHOWN. g y
1 50.53'
SPECIES SHALL BE APPROVED BY THE VILLAGE OF MARVIN. �" o I ° 1 I I ! \ L= 2.54' \ 15
��3wx I 1 I N7270315"E
STREAMSIDE ZONE "� `
0.94 AC
ENTRANCE MEDIAN: '= e 130.40' I 40,994 SF
THE DESIGN PROVIDED IS PRELIMINARY. THE FINAL DESIGN SHALL BE APPROVED BY
pd I i � �
THE VILLAGE OF MARVIN. I I 10 II \3
MANAGED USE ZONE 25 N� I I 30,623 SF i w
28,288 SF 9s] 1w, o v 0.70 AC I r '1 / C
q-��TT ��rr �n h+�9 \ \
Lt�1�I�ti7CAPE LEGEND0.65 AC � m �Iw o "�i_n � � 13 \ // 130' WIDTH �
UPLAND ZONE ; I I �I a I 40.966ACF - -_ 69' MBL �`PA1.
(� TREE (SPECIES TBD) I s I ' N
o SHRUB (SPECIES TBD) I o A \
�' INTERIOR TREE SAVE AREA ° i �; / ,°ji
/ s f F1 INTERIOR LOT TREE (TYP.) i
�e/ \. f N17°3V53"W _ - - - _ _ _ _N11'05'02 _ 1 SEE NOTE
S13'28'05"E
55.53' 161.08' o n z - - - - - - - 230.47' ® 4 / 46,914SF \ \
f o �' Q f 1.08 AC
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27,867 SF � 24' BOC 30,221 SF w o
0.64 AC I I 0.69 AC
20' EOP
POCKET PARK `°
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511 05'0
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I ' 20' SIDE S I z
B I � I
33,223 SF
I' I 0.76 AC /
1 I I ml o ku 0 N
+ 0
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2s 222 SF I
I
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I -I� v 0.60 AC
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PROPOSED RIGHT-OF-WAY I i ( /
I TO BE DEDICATED ALONG ` 5' MULCH TRAIL I
21' EOP PROPERTY FRONTAGE I} \ 30' SIDE SB (CORNER TYP) STOP SIGN STREET SIGN J MAIL KIOSK I 9°x. �'`� o~�A /
\ I L 41'
` ° ° STREET TREE SPACED 40' O % R- ®.50_'_' / / cr p 44,766 SF
�pyae, �� ON -CENTER (TYP.). SEE NOTE o a\ 1.03 AC
R'225.50' - - riy i O' '
_ St 1'05'02"E D� N12'50'02"W /fig r .,,�
v 1 o n o 4 /
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N12°50'02"W 1 I /
I SIDEWALK AND UTILITY L=6.11' R3 25' EXTERIOR PERIMETER
° ° S f PRESERVATION STRIP /
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46,031 SF
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VIEWSHED BUFFER 38,688 SF
I ^�� STREET SIGN 285' I 32,111 SF I 31,787 SF r I
0.89 AC ( I 0.74 AC
I a � ' l 0.73 AC �.1
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100.0' EXTERIOR PERIMETER uj
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y PRESERVATION STRIP I I I Cn I / /
I w ,�, I iv' zla o N �1N 30,062 SF
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I NI
/ ZONED 072,E PGIN138R
PIN 06189093A VAHALLA FARMS
^�,Tb HOMEOWNERS
1 L- °=1� , a ti ZONED (MARVIN): R
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75' REAR SB (TYP.) I -' - / CAB B, FILE 114A
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130.0 30.00' N11I 250'02
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PRESERVATION STRIP
CRESS HORNE INVESTMENTS
LLC
ZONED (UNION): R-40
DB 3979, PG 314
PIN 06186016
m' -Rio rA'db gs J
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
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2104 80
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PIN 06 6187 MELISSA A. &
ANTHONY A. PEREZ
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PIN 06186188 ZONED (WAXHAW): R-3 PR
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PIN 06186189
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30,221 SF TREES SHALL BE SPACED 40' ON CENTER AS SHOWN AND SPECIES SHALL BE INTERIOR TREE SAVE AREA
0.69 AC APPROVED BY THE VILLAGE OF MARVIN.
Lo 4z�
- i's PROJECT NO. —16000
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to LEH
9
75- REAR SB (ABUTS INTERIOR LOT TREES:
FILENAME: LEH 16000- Sl
TWO (2) TREES SHALL BE PROVIDED IN THE REAR YARD OF EACH LOT AS SHOWN.
LOT OUTSIDE OF ME
DEVELOPMENT TYP.) SPECIES SHALL BE APPROVED BY THE VILLAGE OF MARVIN. CHECKED BY: m
SHEET C-5 ENTRANCE MEDIAN:
SEE S HEIT THE DESIGN PROVIDED IS PRELIMINARY. THE FINAL DESIGN SHALL BE APPROVED BY DRAWN BY: JBW
THE VILLAGE OF MARVIN.
SCAM: 1 40)
SEE DATE: 40'
ff�T 5 .S. 14. rll�w 05-31-2017
04
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PRELIMINARY DRAWINGS NOT RELEASED FOR CONSTRUCTION

ADJOINERS:
OWNERS
ZONING
FLARED END SECTION
DEED BOOK
DEED PAGE
PIN
A TRACY M. & BRYAM T. FRICK
WAXHAW
R-3
PRID
4171
756
06186174
B TERRY & STACEY THOMSON
WAXHAW
R-3
PRID
4414
363
06186175
C MICHAEL B. & JAMIE L. BENFIELD
WAXHAW
R-3
PRD
6259
485
06186176
D MICHAEL & KILEY GAFFANEY
WAXHAW
R-3
PRID
6714
347
06186177
E DONALD JUDY SANDERS—BULL
WAXHAW
R-3
PRID
4229
287
06186178
F JOHN A. LORI S. TRUBINSKY
WAXHAW
R-3
PRID
4583
127
06186179
G GERARD BARBARA HAGSTEDT
WAXHAW
R-3
PRID
4665
165
06186180
H ROHIT & SHRIDEVI S. SHETTY
WAXHAW
R-3
PRID
4238
755
06186181
1 PAVEL & SVETLANA GURLOV
WAXHAW
R-3
PRID
4209
429
06186182
J TAE SEOK YANG
WAXHAW
R-3
PRID
4945
709
06186183
K MICHAEL J. & AMBER R. MORRIS
WAXHAW
R-3
PRD
6584
755
06186184
L CAREY M. & PATRICIA M, FREE
WAXHAW
R-3
PRID
4692
84
06186185
M IRENE ROBERTSON
WAXHAW
R-3
PRID
4289
27
06186186
N DAVID S. & PAIGE P. HOLLOWAY
WAXHAW
R-3
PRID
4349
402
06186187
0 MELISSA A. & ANTHONY A. PEREZ
WAXHAW
R-3
PRID
4308
527
06186188
P ALBERT S. & LYNN MCKELL GAZJUK
WAXHAW
R-3
PRID
4332
605
06186189
Q SHANNON MCSORLEY
MARVIN
R
6072
138
06189093A
GRADING LEGEND
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FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
DROP INLET
STORM SERVICE INLET
STORM SERVICE ROOF—DRAIN
JUNCTION BOX
DRAINAGE FLOW ARROW
LINE BREAK SYMBOL
\\-2-50'50
TOP & BOTTOM CURB ELEVATIONS
250.00
\TW=223.00—TOP
OF WALL ELEVATION
BW=213.00 —BOTTOM
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(NOTE: BOTTOM OF WALL IS GROUND
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STORM DRAINAGE
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c D E F G K L
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A STREAM 'A' EX. 20" SANITARY 2' CONTOUR
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v/ ELMHURST CIRCLE -------
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VALHALLA FARMS HOMEOWNERS
ZONED (MARVIN): R
SECTION V
CAB B, FILE 114A
THOMAS A. & PAMELA K, HOLT
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DRAWN BY: JBW
SCALE: 1 = 100'
DATE: 05-31-2017
EET NO. dl�%
u-7
'HUMCADAMS

YARn INI FT TARI F
YARD INLET
RIM ELEV.
LOCATION
AREA (AC)
CFS
HEAD H (FT)
MINI . M , I - TOP ., 0 � I
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DI -101A
566.56
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1.58
01230
567.18
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569.44
SAG
0.30
0.68
0.1137
570.01
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1 581.58
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. 0.2401
582.23
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1 571.98
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1.37
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1 599.78
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0.30 1
0.68
1 0.1137
1 6 0.35
-
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1 575.52
1 SAG
I 0.61 1
1.37
1 0.1825
1 576.13 1
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CM FLARED END SECTION
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0 JUNCTION BOX
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250.00
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(NOTE: BOTTOM OF WALL IS GROUND
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z3cailz=� STORM DRAINAGE
-TP -TP - rp - TREE PROTECTION FENCE
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I inch = 40 ft.
Know whars below.
Call before you dig.
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MICHAEL B. & CAREY M. / I
\ TRACY M. & I I JAMIE L. BENFIELD I I I I I I I I I PATRICIA M. AREE /
BRYAM T. FRICK TERRY & ZONED (WI R-3 PIRD JOHN A & GERARD & ROHIT & SHRIDEVI PAVEL & SVETLANA GURLOV MICHAEL J & 4UNtU kWAl R-3 PRD / DAVID S. &
ZONED (WAXHAW): R-3 PRID DB 4692, PG 84 IRENE ROBERTS PAIGE P. HOLLOWAY
1. � DB 6259, PC 485 MICHAEL & KIL SANDERS -BULL LORI S. TR6BINSKY BARBARA HAGSTEDT S. SHETTY ZONED (WAXHAI R- TAE SEOK YANG AMBER R. MbRRIS PIN 06186185 ON
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IV. PIN 06186175 1 PIN 06186177 PIN 06186178 PIN 06186179 PIN 06186180 PIN O�186181 PIN 06186183 [ PIN 06186184 PIN 06186186
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PROJECT NO - LEH-16
FILENAME- LEH-16000-Gl
---.--- -----
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CHECKED BY- TM
DRAWN BY: JBW
SCALE: 1 " = 40$
DATE: 05-31-2017
EET NO. '0% - r%
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n tea• - /
CA FLARED END SECTION
CB -121
CB -101
AREA (AC)
CFS
T/C=604.05
T/C=566.58
DI -101A
566.56
INV IN=598.46 (CB -122)
INV IN=561.62 (CB -102)
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ENDWALL SECTION
INV IN=600.55 (CB -125)
INV OUT=598.11
INV OUT=560.62
569.44
CB -102
0.30
0.68
0.1137
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DI -109
T/C=566.58
SAG
CATCH BASIN
T/C=604.11
INV IN=561.83 (CB -103)
582.23
DI -110
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INV IN=562.26 (CB -129)
0.61
YARD INLET
RIM ELEV.
LOCATION
AREA (AC)
CFS
HEAD H (FT)
MINIMUM TOP OF
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DI -101A
566.56
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0.70
1.58
0.1230
567.18
DI -107
569.44
SAG
0.30
0.68
0.1137
570.01
DI -109
581.58
SAG
0.92
2.07
0.2401
582.23
DI -110
571.98
SAG
0.61
1.37
0.18P5
572.59
DI -111
599.78
SAG
0.30
0.68
0.1137
1 600.35
DI -116
575.52
SAG
0.61
1.37
0.1825
1 576.13
DROP INLET INV OUT=598.59 INV OUT=561.93 0•
CB -123 CB -129 i \ " \ 1 L
® STORM SERVICE INLET T/C=602.76 T/C=567.10 i _ _ 9 L 15 \RC 1 \ / CB -129
INV IN=599.13 (CB -124) INV IN=563.47 (CB -130) I \ % \ 12 1 I \ I f/4
STORM SERVICE ROOF -DRAIN I \�I
INV OUT=599.03 INV IN=563.60 (CB -131) / / / \ \ FIFE 576.59
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CB -124
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INV IN 603.13 (CB 126) T/C 567.89
INV IN=603.26 (CB -127) INV IN=564.39 (DI -132) 581.58 5 I \ \ I I I f / / /
LINE BREAK SYMBOL INV OUT=603.03 INV OUT=564,29CB- 31
CB -126 DI -132 � � � / / � :._ � •.- _ ,
572.59 - - - - ---- -
�- -250.50 TOP & BOTTOM CURB ELEVATIONS T/C=606.76 T/0=570.15 _ - - _ _
250.00 INV OUT=603.26 INV OUT=567.15
TW=223.00-TOP OF WALL ELEVATION CB -127 i / - 45 LF 15" R�;P 5 9
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BW=213.00-BOTTOM OF WALL ELEVATION ®0.55%
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CB -128. 10 / \ ,
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/ GARAGE PAD 598.41 \ \ \ \
BFF 589.08
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CONTRACTOR SHALL NOTIFY "NC811" 811 OR 1-800-632-4949 AT m����
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THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811ow whate$ bdoVI/■
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. FIFE 605.5$\Ca'11 before you
dig.
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DB 6072, PG
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CAB B, FILE 114A
RETAINING WALL DESIGN
BY OTHERS TYP.
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INV IN=599.13 (CB -124) INV IN=563.47 (CB -130) I \ % \ 12 1 I \ I f/4
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INV OUT=599.03 INV IN=563.60 (CB -131) / / / \ \ FIFE 576.59
® INV OUT=562.62 42 CRAWL \ I PAD 575.92
CB -124
T/C=602.76 CB -130 i85 LF 15" RCP I JB -10 V s �
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INV IN 603.13 (CB 126) T/C 567.89
INV IN=603.26 (CB -127) INV IN=564.39 (DI -132) 581.58 5 I \ \ I I I f / / /
LINE BREAK SYMBOL INV OUT=603.03 INV OUT=564,29CB- 31
CB -126 DI -132 � � � / / � :._ � •.- _ ,
572.59 - - - - ---- -
�- -250.50 TOP & BOTTOM CURB ELEVATIONS T/C=606.76 T/0=570.15 _ - - _ _
250.00 INV OUT=603.26 INV OUT=567.15
TW=223.00-TOP OF WALL ELEVATION CB -127 i / - 45 LF 15" R�;P 5 9
Irlvc IN osos os (c6 -12a) / - \ \ \
BW=213.00-BOTTOM OF WALL ELEVATION ®0.55%
(NOTE: BOTTOM OF WALL IS GROUND INV OUT=605.98
i 5 1. 8
ELEVATION NOT WALL FOUNDATION)
CB -128. 10 / \ ,
T/C=609.98 BASEMENT DI -1110
\ 1 , I \ \
+ 250.60 SPOT ELEVATION INV OUT=606.48 /FFE 599.08 \ 1 ; I l \ \ 2.5 % / \
/ GARAGE PAD 598.41 \ \ \ \
BFF 589.08
STORM DRAINAGE BASEMENT PAD 588.41 I 1 \ I`
)
-TP -TP -TP - TREE PROTECTION FENCE / \ II I 1 I I
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183 LF 15" IRCP i l ' I I FE 576.221
LD LD LIMITS OF DISTURBANCE SHEET KEY \ 0 15.19% I I I I I �AD 575.55 r \ \
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PAD 57.55
fig 4 rti
CONTRACTOR SHALL NOTIFY "NC811" 811 OR 1-800-632-4949 AT m����
�-��� r � �*" ` s3 � 5 � *� � � r� � �. � � - 23 LF 15" RCP /
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 0 0.58%
.600.35/
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. -3
2�Wu'
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE DI_111
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811ow whate$ bdoVI/■
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. FIFE 605.5$\Ca'11 before you
dig.
PAD 604.91 6,00.35. \ \ ,
599.78 I / / / i iT`-"-'e..,,.. , ____• `-=-°'�...--•...,r \�/
I I 1 1 V/ -9.. INTERIO TREE / \
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/STORM DRAIf}IAGE (TTP.) 12 \ \ \ I GARAGE PAD 611.50
BFF 6P2.17
BASEMENT TD 601. O --- /
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2.9� 1 I f / ,li / / � 1 27 / /
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DB 6072, PG
0618
89 93A
VAHALLA FARMS
J
600.0o ZONEDSECTION VIN ): R
TW 608.0o HOMEOWNERS
CAB B, FILE 114A
RETAINING WALL DESIGN
BY OTHERS TYP.
wv.."y��' w. °t` °� °".z r`�"'"""- 1't` \ \ I 608.
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OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 1".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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LOCATION
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BIERM ELEVATION
DI -101A
566.56
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0.70
1.58
0.1230
567.18
DI -107
569.44
SAG
0.30
0.68
0.1137
570.01
DI -109
581.58
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0.92
2.07
0.2401
582.23
DI -110
571.98
SAG
0.61
1.37
0.1825
572.59
DI -1 11
599.78
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0.30
0.68
0.1137
600.35
DI -1 16
575.52
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0.61
1.37
0,1825
576.13
EX, 20" SANITARY
SEWER EASEMENT
ROBERT J. &
THERESA M. BOWLES
ZONED (WAXHAW): R-3 PRD
DB 5676, PG 391
PIN 06186290
GRADING LEGEND
CB -101
FLARED END SECTION
ENDWALL SECTION
T/C=567.28
CATCH BASIN
INV IN=561.62 (CB -102)
DROP INLET
STORM SERVICE INLET
INV IN=563.65 (CB -104)
STORM SERVICE ROOF -DRAIN
0
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CB -104
DRAINAGE FLOW ARROW
T/C=566.58
LINE BREAK SYMBOL
INV IN=561.83 (CB -103)
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250.00
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+250.60
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STORM DRAINAGE
_TP -TP
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_LD -LD
LIMITS OF DISTURBANCE
250
10' CONTOUR
252
2' CONTOUR
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PROJECT NO LEH-16000
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CHECKED BY: TM
DRAWN BY: JBW
SCAM: 1$p = 40$
DATE: - 05-31-2017
SHEET NO.
10
McADAms
CB -101
CB -103
T/C=566.58
T/C=567.28
INV IN=561.62 (CB -102)
INV IN=563.03 (CB -105)
INV OUT=560.62
INV IN=563.65 (CB -104)
INV OUT=562.43
CB -102
CB -104
T/C=566.58
INV IN=561.83 (CB -103)
T/C=567.28
INV IN=562.26 (CB -129)
INV OUT=563.78
INV OUI13
CB -105
CB -129
T/C=569.58
T/C=567.1 0
INV IN=565.33 (CB -1 12)
INV IN=563.47 (CB -130)
INV IN=565.95 (CB -106)
INV IN=563.60 (CB -131)
INV IN=565.88 (DI -107)
INV OUT=562.62
INV OUT=565.1 0
CB -130
CB -106
T/C=567.1 0
T/C=569.58
INV OUT=563.60
Ill OUT=566.08
CB -131
DI -107
T/C=567.89
T/G=569.44
INV IN=564.39 (DI -132)
INV IN=566.44 (JB -108)
INV OUT=564.29
INV OUT=566.34
DI -101A
DI -109
T/G=566.56
T/G=581.58
INV IN=560.34 (CB -101)
INV OUT=578.58
Ill OUT=559.84
DI -110
DI -132
T/G=571.98
T/G=570.15
INV IN=568.98 (DI -111)
INV OUT=567.15
INV OUT=568.88
DI -1 11
CONCRETE FLARED END SECTION
T/G=599.78
INV OUT=596.78
JB -108
RIM=572.00
INV IN=569.00 (DI -109)
INV IN=568.63 (DI -110)
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PROJECT NO LEH-16000
FILENAME; LEH - 16000- G1
CHECKED BY: TM
DRAWN BY: JBW
SCAM: 1$p = 40$
DATE: - 05-31-2017
SHEET NO.
10
McADAms

ADJOINERS: GRADING LEGEND 0
Cq 1�
OWNERS ZONING DEED BOOK DEED PAGE PIN 00 0
A TRACY M. & BRYAM T. FRICK WAXHAW R-3 PRID 4171 756 06186174 Cq u
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B TERRY & STACEY THOMSON WAXHAW R-3 PRID 4414 363 06186175 W 0)
C MICHAEL 8, & JAMIE L. BENFIELD WAXHAW R-3 PRD 6259 485 06186176 u �: Cq
D MICHAEL & KILEY GAFFANEY WAXHAW R-3 PRD 6714 347 06186177 ENDWALL SECTION g o o 9 �o
E DONALD & JUDY SANDERS—BULL WAXHAW R-3 PRID 4229 287 06186178 0
F JOHN A. & LORI S. TRUBINSKY WAXHAW R-3 PRID 4583 127 06186179 10
4w 0
G GERARD & BARBARA HAGSTEDT WAXHAW R-3 PRID 4665 165 06186180 CATCH BASIN
H ROHIT & SHRIDEVI S. SHETTY WAXHAW R-3 PRID 4238 755 06186181
I PAVEL & SVETLANA GURLOV WAXHAW R-3 PRID 4209 429 06186182 0 Id,
J TAE SEOK YANG WAXHAW R-3 PRID 4945 709 06186183 DROP INLET ;?, �b
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K MICHAEL J. & AMBER R. MORRIS WAXHAW R-3 PRD 6584 755 06186184 I'D Co
L CAREY M. & PATRICIA M. FREE WAXHAW R-3 PRID 4692 84 06186185 STORM SERVICE INLET 't tj
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M IRENE ROBERTSON WAXHAW R-3 PRD 4289 27 06186186
N DAVID S. & PAIGE P. HOLLOWAY WAXHAW R-3 PRD 4349 402 06186187
STORM SERVICE ROOF—DRAIN
0 MELISSA A. & ANTHONY A. PEREZ WAXHAW R-3 PRID 4308 527 06186188
P ALBERT S. & LYNN MCKELL GAZJUK WAXHAW R-3 PRD 4332 605 06186189 0c)
Q SHANNON MCSORLEY MARVIN R 6072 138 06189093A 0 JUNCTION BOX
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250'50 TOP & BOTTOM CURB ELEVATIONS �-4
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\TW=223.00
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(TYP,) ZONED (UNI01): R-40
DB 3979, PC 314
PIN 06186016
PROJECT No- LEH-16000
FILENAMELEH-16000-OADA1
CHECKED BY: TM
DRAWN BY: JBW
Ov4z' Ov SCALE: 1 100'
GRAPHIC SCALE DATE: 05-31-2017
100 0 50 100 200
I SHEET NO.
I inch 100 ft. C
PRELIMINARY DRAWINGS NOT RELEASED FOR CONSTRUCTION

GRADING LEGEND
________ ��____,____,_
C34 FLARED END SECTION
-A
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m
CATCH BASIN
0
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m
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0
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0
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DRAINAGE FLOW ARROW
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250.00
LEVATIONS
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BW=213-00
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(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+250.60
SPOT ELEVATION
_TP -TP -TP -
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- 250
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252
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I DB 6259, PG 485 MICHAEL & KILEY GAFFA DB 4692, PG 84 /
. STACEY THOMSON DAVID S. &
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PIN 06186174 PIN 06186176 ZONED (WAXHAW): R-3 PRD ZONED (WAXHAW): R-3 PRD ZONED (WAXHAW): R-3 PRD ZONED (WAXHAW): R-3 PR ZONED (WS. S PIN 06186185 / ZONED (WAXHAW):
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A I , PIN 06186175 11 � PIN 06186177 PIN 06186178 _,� PIN 06186179 PIN 06186180 PIN 06186181 PIN 06186183 PIN 06186184 PIN 06186186 DB 4349, PG 402
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SRA i�IleiG LEGEND
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FLARED END. SECTION - / I IJA
ENDWALL SECTION 114 -
_ I \ \ \ I I I { l IX -GROWN
B-130-
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CATCH BASIN - - / I -� v t \ I A \ \ I C \2�� 5'" RCP'`
DROP INLET
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JUNCTION Box GOR,
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SHEET KEY
r1_1 LINE BREAK SYMBOL / - DA 0.92 AC - -DI-109 -
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(NOTE: BOTTOM OF WALL IS GROUND C 12
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MR
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
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SCALE: 1 rr = 40'
DATE: 05-31-2017
SHEET NO.
CAD.AMs

GRADING LEGEND
CA FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
DROP INLET
STORM SERVICE INLET
STORM SERVICE ROOF -DRAIN
0 JUNCTION BOX
DRAINAGE FLOW ARROW
ti LINE BREAK SYMBOL
\-25-0:25-0- TOP & BOTTOM CURB ELEVATIONS
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\TW=223.00-TOP OF WALL ELEVATION
BW=213.00 -BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALLAS
GROUND
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+ 250.60 SPOT ELEVATION 8. Rq
HW -200 IT
It
---------- STORM DRAINAGE
JB -t20
_Tp _Tp TP TREE PROTECTION FENCE 1 0 9A 0.47 AC
7—
LD —LD LIMITS OF DISTURBANCE
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CONTRACTOR SHALL NOTIFY "NC81 1" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 1 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
AV
GRAPHIC SCALE
100 0 50 100 200
I inch = 40 ft.
PRELIMINARY DRAWINGS — NOT RELEASED FOR CONSTRUCTION

AUMNERS•
OWNERS ZONING DEED BOOK DEED PAGE PIN
A TRACY M. & BRYAM T. FRICK WAXHAW R-3 PRD 4171 756 06186174
B TERRY & STACEY THOMSON WAXHAW R-3 PRD 4414 363 06186175
C MICHAEL B. & JAMIE L. BENFIELD WAXHAW R-3 PRD 6259 485 06186176
D MICHAEL & KILEY GAFFANEY WAXHAW R-3 PRD 6714 347 06186177
E DONALD & JUDY SANDERS -BULL WAXHAW R-3 PRD 4229 287 06186178
F JOHN A. & LORI S. TRUBINSKY WAXHAW R-3 PRD 4583 127 06186179
G GERARD & BARBARA HAGSTEDT WAXHAW R-3 PRD 4665 165 06186180
H ROHIT & SHRIDEVI S. SHETTY WAXHAW R-3 PRD 4238 755 06186181
I PAVEL & SVETLANA GURLOV WAXHAW R-3 PRD 4209 429 06186182
J TAE SEOK YANG WAXHAW R-3 PRD 4945 709 06186183
K MICHAEL J. & AMBER R. MORRIS WAXHAW R-3 PRD 6584 755 06186184
L CAREY M. & PATRICIA M. FREE WAXHAW R-3 PRD 4692 84 06186185
M IRENE ROBERTSON WAXHAW R-3 PRD 4289 27 06186186
N DAVID S. & PAIGE P. HOLLOWAY WAXHAW R-3 PRD 4349 402 06186187
0 MELISSA A. & ANTHONY A. PEREZ WAXHAW R-3 PRD 4,308 527 06186188
P ALBERT S. & LYNN MCKELL GAZJUK WAXHAW R-3 PRD 4332 605 06186189
Q SHANNON MCSORLEY MARVIN R 6072 138 06189093A
v
GENERAL NOTESa i
1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL LOCATION AND
DEPTH TO BE CONFIRMED IN FIELD BEFORE CONSTRUCTION. Hj 1
2. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED 1 } I
TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE ks ®
CONTRACTOR RESPONSIBLE FOR DAMAGE. 39 I I
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
i
4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE. ' i ° ' �} \ \ \ •, \
5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE I t r':��""�•�,``
t \.
z ,y
IF ANY - -
LL NOTIFY THE OWNER a -
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHA
sx-
CONSTRUCTION FOR
NECESSARY PLAN OR
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TO PROCEEDING WITH
DISCREPANCIES EXIST PRIOR • ,
• x
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GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
THESE PLANS IF ••,.� •:�:.°•."_
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON ', ;;�;:j-;:. •:,,•:;,.,,,
SF BELLE GROVE LLC "a t :c::•:::aa:::r:i=:i:�:':::'ri .�, .,:�• �,. ,
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SUCH NOTIFICATION HAS NOT BEEN GIVEN.
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6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE VILLAGE OF MARVIN NORTH
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8. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUNDAND ABOVE a t u
G THE ._-• �
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_ .<..J
,
TO BEGINNING RELATED CONSTRUCTION.
CONTRACTOR SHALL VERIFYFIELD CONDITIONS PRIOR
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9. UTILITIES THAT WERE VISIBLE HAVE BEEN LOCATED
TO THE BEST OF OUR
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THOWEVER, NEITHER THE OWNER THE DEVELOPER CDOT THE ENGINEER, NOR UNION a
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COUNTY PUBLIC WORKS WILL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, STORM EXISTING e t -a -; °•=:`, • , :: S WER EfSEfi
' a '
DRAINS, DRIVEWAYS, OR ROADS, FH ,.+ � e• ' -- - : �� :° �� \�� � �\ �,
WETLAND • � .....
AND REPAIRING IF
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IBEFORL � t
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10. THE CONTRACTOR
I
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DAMAGED) ALL UTILITIES, STORM DRAINS, DRIVEWAYS AND ROADS.
AF ow wh s
.*.n at, below.
Call before you dig.
uTILIIY NQS
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH UNION COUNTY UTILITY DEPARTMENT STANDARDS
AND SPECIFICATIONS, AND TO UNION COUNTY WATER AND SEWER EXTENSION POLICY AND UNION COUNTY
WATER/SEWER EXTENSION ORDINANCE.
2. CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE APPROPRIATE
PARTIES PRIOR TO CONSTRUCTION.
3. LATERAL LOCATIONS ARE APPROXIMATE AND SUBJECT TO RELOCATION DURING CONSTRUCTION.
4. IF WATER MAIN CROSSES OVER THE SANITARY SEWER WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION OR
UNDER THE SANITARY SEWER, BOTH LINES ARE TO BE CONSTRUCTED OF DUCTILE IRON PIPE 10 FEET EACH SIDE
OF THE CROSSING.
5. IF THE SANITARY SEWER IS LESS THAN 24" UNDER OR 24" OVER THE STORM DRAIN, USE A MINIMUM OF 20 FEET
OF DUCTILE IRON PIPE.
6. WATER MAIN CROSSING U11UTIES WITH LESS THAN 3 FEET Of VERTICAL CLEARANCE SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE.
7. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG PERSON, ETC. AS NECESSARY TO INSURE
SAFETY TO THE PUBLIC.
8. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OR THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
9. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
10. FIRE HYDRANTS SHALL BE PLACED AS SHOWN ON THE STREET CROSS SECTION DIAGRAMS INCLUDED IN THIS PLAN
SET, AND SHALL HAVE A CLEAR SPACE OF 3' FROM ANY PERMANENT STRUCTURES.
11. METERS WILL NOT BE SET IF METER BOXES, SEWER CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE
DAMAGED OR IMPROPERLY POSITIONED:
12. VERIFICATION HAS BEEN MADE BY JOHN R. McADAMS CO. THAT EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER
SERVICE TO THE CENTER OF THE LOT AT THE FRONT SETBACK.
13. DRIVEWAYS ARE NOT BE LOCATED OVER WATER METERS. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER
CLEAN -OUTS, VALVES OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
14. DO NOT PLACE SIDEWALKS OVER WATER MAINS.
15. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN EASEMENTS.
16. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO
REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE
WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
17. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED
TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED
OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SEDIMENT AND
EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
18. ONE ROLL OF MASTIC & 6 IN. EXTERNAL JONT/SEAM WRAP INSTALLED ON EACH MANHOLE SECTION.
NOTE:
PER UNION COUNTY PUBLIC WORKS STANDARDS, ALL
WATER LINE CROSSINGS UNDER ROADWAY MUST BE
FERROUS METAL OR IN FERROUS METAL SLEEVES'
2" LINE - 2" PVC IN 4" SCH. 40 SLEEVE
6" AND 8" LINES - DUCTILE IRON PIPE
i I I I ► I I ► 1/// 1} } 1 NOTE:
PER UNION COUNTY PUBLIC WORKS STANDARDS, ALL
0 I ® I ® I © I Q I I 0 I I FLII l
® ///moi/ WATER LINE MUST MAINTAIN A MINIMUM COVER OF 3'
/ / /
j j ' / } } ' } UNLESS DUCTILE IRON PIPE IS PROVIDED
® / / 1 // EXISTING
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ION PARKING. SEE SHEET D-3.tz
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CATCH BASI_--- -
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EXISTING ELL (TYP.) I (SEE DEI ALL 3)
(TO BE A ANDONED)
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FIRE, HYdRANT ,�1 6" WA4a �I I
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TRUSTEE C� i' $ + 9 ' r (SEE DETAIL 3) \,�- ,I-� " 2" W/L
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PROPOSED RIGHT-OF-WAY , I I I I /
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' $ ; PRESERVATION STRIP
100' EXTERIOR PERIMETER CRESS HORNE INVESTMENTS '
PRESERVATION STRIP LLC �� O RI
ZONED (UNION): R-40
BENCHMARK: DB 3979, PG 314
I IREBAR PIN 06186016
NORTHING: 449,634.93
EASTI N G: 1, 466,19 7.75
I ELEV.: 588.04
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
8" SS
I /�
14
SANITARY SEWER I
EASEMENT AND
STORMWATER
FACILITY
17 AINTANENCE AND I
CCESS EASEMENT
THOMAS A. & PAMELA K. HOLT
ZONED (MARVIN): R
DB 1736, PG 494
PIN 06189087
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FUTURE 20' UCPW ySANITARY
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SEWER EASEMENT W/
/ TEMPORARY CONSTRUCTION
EASEMENT 10' EITHER SIDE
MATERIALS SUMMARY - TOTAL SITE
ALISON & PAUL PURIFICATO / WATER LINE:
ZONED (UNION): R-40
/ DB 5976, PG 786 / 8" PVC 800 LF
PIN 06186026 / 6" PVC 1,914 LF
2" PVC 473 LF
FIRE HYDRANTS: 3
SANITARY SEWER:
8" SEWER LINE 1,816
LF
MANHOLES 13
SERVICES:
3/4" WATER SERVICE 27
3/4 IRRIGATION SERVICE 27
/ Jf 3/4 IRRIGATION METER 1
/ 4" SANITARY SEWER SINGLE LATERAL 27
/ LOT TABULATION
® /// NO. OF LOTS SERVED TOT. TRACT AREA
/ 27 41.3 AC.
/ SINGLE FAMILY DETACHED (AVERAGE 3 BEDROOMS PER UNIT)
L VALHALLA FARMS HOMEOWNERS
ZONED (MARVIN): R
SECTION IV
CAB B, FILE 114A
DOMESTIC WATER METER TOTALS
SERVICE # OF SERVICES I SIZE
DOMESTIC 27 3/4, -INCH
IRRIGATION 27 3/4 -IN
U'T'ILITY LEGEND IRRIGATION METER (OPEN SPACE)
SERVICE T OPEN SPACETCONSUMPTION TOT
FIRE HYDRANT ASSEMBLY WATERLINE IRRIGATIION 4 ACRES 0.623 GAL. SQ.FT*PER WEEK 15,E
(NOTE: FLOW RATE BASED ON 1 -INCH WATER PER WEEK)
WATER METER WATER SERVICE LINE
WATER VALVE SANITARY SEWER
SEWER SERVICE LINE
0-04 BLOW -OFF ASSEMBLY
- - - RIGHT OF WAY LIMIT -�
SEWER MANHOLE °- PROPERTY LINE
� GRID (A,dp 83 J
• SEWER CLEAN-OUT
GRAPHIC SCALE
SEWER FLOW DIRECTION 100 0 50 100 200
ARROW
1 inch = 100 ft.
PRELIMINARY DRAWINGS NOT RELEASED FOR CONSTRUCTION
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PROPOSED -
STREET SIGN
GROUND ELEV.=587.65
WM T.O.P.=586.29
WM INV.=585.79
SO T.O.P.=585.29
SD OBV.=584.91
SD INV.=581.41
-EX. BELLE GROVE DRIVE
(VARIABI.E WEDTH PUBIJC R/W)
SF BELLE GROVE LLC
ZONED (MARVIN): R
CAB M, FILE 517
-8 LUG SF BELLE GROVE LLC PIN 06186348
2: PTAP T. MOTT ZONED (MARVIN): R
2" G.V. TRUSTEE CAB M, FILE 517
2" B.O.V. ZONED (UNION): R-40 ARTHUR T. MOTT PIN 06186346 EX. 6- W/L�
(EACH IN VALVE BOXES) DI3 6222, PG 180 TRUSTEE
PIN 06186021 ZONED (UNION): R-40 EX* 2" G *V' & BIV.
D13 6255, PG 204 REMOVE (TO BE RELOCA ) j _ -
PROPOSED EX. 8- W/L
40 LF - 8" STUB 80 W/L PIN 06186023 EX. 2" G.V. 7 -
EX. 2" B.O.V. -EX. 6" G.V
TIE PROPOSED 8" WM
5' OFF EOC
8. TO EX. 8" WM -------
G.V. 3' MIN. COVER I
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PROPOSED
STOP SIGN
FIRE HYDRANT
ASSEMBLY
(SEE DETAIL 3)
20'LF OF DIP
CENTERED AT CROSSING
3/4" RPZ BACKF
PREVENTOR
IRRIGATIO1
3/4'
3/4" TAP
GLENWOOD DRIVE
(51' PUBUC R/W)
T-1
5' PUBLIC
UTILITY EASEMENT
If If '�r- , - �" - '�' - 'A115__ - Y'11�ry -y % JUMPER CONNECTION -------
y Nr y y
CONTRACTOR TO FIELD �CRIFT (REFER M_2E_TAU,_#25.)-
LOCATION AND DEPTH OF,
POSSIBLE GAS -LINE CROSSING ASSUM
ED LOCATION OF EXISTING . . . . CONTRACTOR TO FIELD VERIFY
PRIOR TO THE START OF GAS -LINE BASED ON THE
LOCATION AND DEPTH OF
CONSTRUCTION POSSIBLE GAS -LINE CROSSING
PROPOSED CONTINUATION OF AS -BUILT
17 LF 67 1 W/L RECORDS N�' PRIOR TO THE START OF
CONSTRUCTION
13 * 5' OFF BOC
3' MIN. COVER
(TEE TO HYDRANT)
/*
W
AETER
M
PROPOSED
W/L
58 LF 6
OFF 130C xm­
3' MIN. COVER
(HYDRANT TO TEE)
gl­gw
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5' OFF BOC
MIN. COVER
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SEE SHEET P,2
I ILI I I =i* -
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE NTH UNION COUNTY UTILITY DEPARIMNI Z:,i[ANDARDS
AND SPECIFICATIONS, AND TO UNION COUNTY WATER AND SEWER EXTENSION POLICY AND UNIO� COUNTY
WATER/SEWER EXTENSION ORDINANCE.
2. CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE A PROPRIATE
PARTIES PRIOR TO CONSTRUCTION.
3. LATERAL LOCATIONS ARE APPROXIMATE AND SUBJECT TO RELOCATION DURING CONSTRUCTION.
4. IF WATER MAIN CROSSES OVER THE SANITARY SEWER NTH LESS THAN 18 INCHES OF VER11CAL SEPARATION OR
UNDER THE SANITARY SEWER, BOTH LINES ARE TO BE CONSTRUCTED OF DUCTILE IRON PIPE 10 FEET�,EACH SIDE
OF THE CROSSING.
5. IF THE SANITARY SEWER IS LESS THAN 24" UNDER OR 24" OVER THE STORM DRAIN, USE A MINIMUM OF 20 FEET
OF DUCTILE IRON PIPE.
6. WATER MAIN CROSSING UTILITIES NTH LESS THAN 3 FEET Of VERTICAL CLEARANCE SHALL BE CONS1 U
DUCTILE IRON PIPE.
7. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG PERSON, ETC. AS NECESSARY �TO INSURE
SAFETY TO THE PUBLIC.
8. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OR THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
9. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMtNuED.
10. FIRE HYDRANTS SHALL BE PLACED AS SHOWN ON THE STREET CROSS SECTION DIAGRAMS INCLUDED IN THIS PLAN
SET, AND SHALL HAVE A CLEAR SPACE OF 3' FROM ANY PERMANENT STRUCTURES.
11. METERS WILL NOT BE SET IF METER BOXES, SEWER CLEANOUTS, VALVE BOXES OR THEIR APPURTENANCES ARE
DAMAGED OR IMPROPERLY POSITIONED.
12. VERIFICATION HAS BEEN MADE BY JOHN R. McADAMS CO. THAT EACH LOT IS CAPABLE OF HAVING GRAVITY SEWER
SERVICE TO THE CENTER OF THE LOT AT THE FRONT SETBACK.
i
CONTRACTOR SHALL NOTIFY "NC81 1 " (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 1 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
13. DRIVEWAYS ARE NOT BE LOCATED OVER WATER METERS. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER
CLEAN -OUTS, VALVES OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
14. DO NOT PLACE SIDEWALKS OVER WATER MAINS.
15. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN EASEMENTS.
16. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO
REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE
WORK AND KEEP ALL EXCAVATIONS DRY UN11L SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED AND
STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
17. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED
TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED
OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SEDIMENT AND
EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
18. ONE ROLL OF MAS11C & 6 IN. EXTERNAL JONT/SEAM WRAP INSTALLED ON EACH MANHOLE SECTION.
GENEIRAL
1. ALL EXISTING U11LITIES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL LOCATION AND
DEPTH TO BE CONFIRMED IN FIELD BEFORE CONSTRUCTION.
2. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED
TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE
CONTRACTOR RESPONSIBLE FOR DAMAGE.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE U11LITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE.
5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING NTH CONSTRUCTION FOR NECESSARY PLAN OR
GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH THE VILLAGE OF MARVIN NORTH
CAROLINA UNIFIED DEVELOPMENT ORDINANCE.
7. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
8. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND,
ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.
ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY.
9. UTILITIES THAT WERE VISIBLE HAVE BEEN LOCATED TO THE BEST OF OUR KNOWLEDGE.
HOWEVER, NEITHER THE OWNER, THE DEVELOPER, NCDOT, THE ENGINEER, NOR UNION
COUNTY PUBLIC WORKS WILL BE RESPONSIBLE FOR ANY DAMAGE TO UTILI TIES, STORM
DRAINS, DRIVEWAYS, OR ROADS.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND REPAIRING (IF
DAMAGED) ALL UTILITIES, STORM DRAINS, DRIVEWAYS AND ROADS.
ILITY
LEGEND
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION (FDC)
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WATER METER
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POST INDICATOR VALVE
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VALVE IN MANHOLE
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BACKFLOW PREVENTER
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GREASE TRAP
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SEWER FLOW DIRECTION
ARROW
YARD LIGHTS
LIGHT POLE
POWER POLE
LINE BREAK SYMBOL
WATERLINE
WATER SERVICE LINE
UTILITY SLEEVE
SANITARY SEWER
SEWER SERVICE LINE
SEWER FORCE MAIN
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GAS LINE
OVERHEAD UTILITY
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UNDERGROUND ELECTRIC
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TELEPHONE
EASEMENT LINE
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
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DATE: 05-31-2017
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1.) ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST
COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY
THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM
DEMOLITION AC11VIIIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE
DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF
WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 4B.01101
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THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
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THE GRADING WORK. THE PHASE 11 MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT, DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
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EROSION CONTROL INSPECTION SCHEDULE
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- - - - - - - - - - 4-1 . � \ - / (A' p , � � I 0 i f ,"", /, � , � I / /. / ,�, , \ \ PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
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.. - 1. A /� / # t o � \ -A , �, 10. NO OFF-SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
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-.;; 411 . SECTION IV
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.- - I - .: : I At / _._� � 111W - 9�11;N_9 �'ff'r:f'-_ - I ELEVATIONS SHOWN IN THE STORMWATER MANAGEMENT FACILITY PLANS.
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I SPILLWAY �. 12. NO OPEN BURNING ALLOWED.
:,I:' , CRESS HORNE INVESTMENTS PROPERTY LINE 25' WIDE NO CLEAR 17. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL 13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
� �111: j LLC I BUFFER ALONG CT ARE STABILIZED.
I . :., TEMPORARY SEDIMENT TRAP ZONED (UNION): R-40 (TYP.) � SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
I PROPERTY LINE
DRAINAGE AREA = 2.41 ACRE DS 3979, PG 314 � 18. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
I ARTMENT 14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
PIN 06186016 �: AND THE VILLAGE OF MARVIN PLANNING DEP
ENTRANCE (100 LF 156' (L) X 67' (W) 1 (704-843-1680) PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. VIOLATION OF THE C ONTROL ORDINANCE AND IS
I
TYP.) *TRAP TO BE STABILIZED � 19. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN SUBJECT TO A FINE,
,
,
IMMEDIATELY AFTER �! ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
CE-111AJE-h/T 0A CIA/ . A � 15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
______... ....... I I
Temporary Skimmer Sediment Bas�ln Data
a
W
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Basin Volume
Basin Su ce Area
Cleanout
Sedi � ment
Storage
FINAL SITE INSPECTION. IF
Spillway
Spillway Spillway
Quantity
Skimmer
Skimmer
Skimmer
Required
Pro\Aded
Minimum
Pro\,ided
Basin
Drainage Area
Denuded Area
Q10
Depth
I
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Depth (D)
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(C) (Feet)
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of
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(Acres)
(Acres)
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(Cubic FT.)
Recommended
(SQ FT.)
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(F 6 e Q
(Feet)
(F z eet)
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(Feet) (Feet)
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(in.)
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(in.)
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(SQ FT.)
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19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDIN
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(Feet)
!
1
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16.43
1 __�_5.02,_
29574
78123
. 32633
32766
1.75
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1
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5.25
CC-11114CAIT TOAD
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a
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.
Basin Volume
Basin Surface Area
Clean,,t
�
Sediment
Storage
FINAL SITE INSPECTION. IF
Spillway
Spillway
Spillway
Quantity
Skimmer
Skimmer
Skimmer
Required
Pro\Aded
Minimum
Pro\Aded
Basin
Drainage Area
Denuded Area
Q10
Depth
StQ � ,rage
Depth (D)
Full Depth
(C) (Feet)
Length
(Sw)
Depth (T)
Width (W)
of
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Orifice
P"
CIO
a
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(Acres)
(Acres)
(cfs)
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(Cubic FT.)
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(Feet)
11111111
M
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(Feet)
(Feet)
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(in.)
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THAN 10' REQUIRE ADEQUATE TERRACING.
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U)
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ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
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(A
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- ____
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81 1 ".
- REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
---Romm-
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16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
W
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BY THE INSPECTOR, THE
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ZONING
DEE12 BOOK
QEE2_EAQL
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21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
A
TRACY M. & BRYAM T. FRICK
WAXHAW R-3 PRD
4171
756
. 06186174
CONSTRUCTION IS 24.52 ACRES.
B
TERRY & STACEY THOMSON
WAXHAW R-3 PRID
4414
363
06186175
C
MICHAEL B. & JAMIE L. BENFIELD
WAXHAW R-3 PRID
6259
485
06186176
D
MICHAEL & KILEY GAFFANEY
WAXHAW R-3 PRID
6714
347
06186177
E
DONALD & JUDY SANDERS -BULL
WAXHAW R-3 PIRD
4229
287
06186178
F
JOHN A. & LORI S. TRUBINSKY
WAXHAW R-3 PIRD
4583
127
06186179
WAXHAW R-3 PRID
4665
165
06186180
H
ROHIT & SHRIDEVI S. SHETTY
WAXHAW R-3 PRD
4238
755
06186181
&C 01ft
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PAVEL & SVETLANA GURLOV
WAXHAW R-3 PRID
4209
429
06186182
(*,(D 819)
J
TAE SEOK YANG
WAXHAW R-3 PIRD
4945
709
06186183
K
MICHAEL J. & AMBER R. MORRIS
WAXHAW R-3 PRD
6584
755
06186184
GRAPHIC SCALE
L
CAREY M. & PATRICIA M. FREE
WAXHAW R-3 PIRD
4692
84
06186185
100 0 50 100 200
M
IRENE ROBERTSON
WAXHAW R-3 PIRD
4289
27
06186186
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N
DAVID S. & PAIGE P. HOLLOWAY
WAXHAW R-3 PRID
4349
402
06186187
I 11 I i I : 111 11
,ill,!i
0
MELISSA A. & ANTHONY A. PEREZ
WAXHAW R-3 PRD
4308
527
06186188
1 inch = 100 ft.
P
ALBERT S. & LYNN MCKELL GAZJUK
WAXHAW R-3 PIRD
4332
605
06186189
Q
SHANNON MCSORLEY
MARVIN R
6072
138
06189093A
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION .
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luQW11sr.=�:
OWNERS
ZONING
k TRACY M. & BRYAM T. FRICK
WAXHAW R-3 PRD
I TERRY & STACEY THOMSON
WAXHAW R-3 PRD
'
, MICHAEL B. & JAMIE L. BENFIELD
WAXHAW R-3 PRID
) MICHAEL & KILEY GAFFANEY
WAXHAW R-3 PRID
.
DONALD & JUDY SANDERS -BULL
WAXHAW R -3 PRD
:
JOHN A. & LORI S. TRUBINSKY
WAXHAW R-3 PRD
06186177
WAXHAW R-3 PRID
I ROHIT & SHRIDEVI S. SHETTY
WAXHAW R-3 PRD
4583
WAXHAW R-3 PRD
TAE SEOK YANG
WAXHAW R-3 PRID
: MICHAEL J. & AMBER R. MORRIS
WAXHAW R-3 PRD
. CAREY M. & PATRICIA M. FREE
WAXHAW R-3 PRD
I IRENE ROBERTSON
WAXHAW R-3 PRD
I DAVID S. & PAIGE P. HOLLOWAY
WAXHAW R-3 PRD
) MELISSA A. & ANTHONY A. PEREZ
WAXHAW R-3 PRD
) ALBERT S. & LYNN MCKELL GAZJUK
WAXHAW R-3 PRID
755
MARVIN R
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06186177
4229
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06186178
4583
127
06186179
4665
165
06186180
4238
755
06186181
4209
429
06186182
4945
709
06186183
6584
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06186184
4692
84
06186185
4289
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WEMOLITION NOTE --
1.) ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST
COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY
THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM
DEMOL111ON ACTIVITIES OR GENERATED BY ANY AC11VIlIES ON SITE MUST BE
DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
I MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF
WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 48.0110]
I
1�
I I I I 11
11
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F I G I I I I i � K I L / / / ,- ,4'�;-
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
D IN PREPARATION FOR THE INITIAL STAGE OF
THE GRADING WORK. THE PHASE 11 MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE VILLAGE OF MARVIN OR STATE INSPECTORS.
EROSION COUTROL INSPECTION SQHEDULE
SIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
OF THE FOLLOWING PHASES OF A PLAN:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS/BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f, COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
H ; I I - *_:� .."
I I I I ; � I / M / / N / / / , *CONTACT NCDENR AT [phone] FOR ADDITIONAL INFORMATION I
I I I I 11 I I / / PERENNIAL RPW "I 1�� I
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I I �$ I - r, I / - ,__ N11 \/ - - _1/ // I / 11 / , � I, / ­ V, (TYP.) PIN 06186026 PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN. 3. REPRESENTATIVES OF THE NC DENR OR THE VILLAGE OF MARVIN PLANNING
� 1) , I, i ",\;\ �- \ � I / // -- / / / / I I I I I � y g-,",om gi \ \ DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED AND THE
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TRUSTEE 0 ,ill I ,__;�- I I -,r-, t- I,--- / DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL 6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO
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\ � �, I, ,_ , / (51 1. MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING PROGRESSES 10
I / I \ \\ \ \ \ \ __ I I - �U� - I * / MAINTAIN PROPER E&SC CONTROL. 7. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT
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:4 -2 �q 11 I'\ 111 I_ / ". / / \ � \ 100 , _T_ '] i - �__ (D— �� ,,, / 13. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL CONSTRUCTION ENTRANCES.
%..1101 �1�11 \ \\ , ­� I \1 _� I I I �:�' , 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE
I A-1KI", lei --- __ / I \ � EROSION CONTROL DEVICES AND STRUCTURES, INSPECT ONCE PER WEEK
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�m I -, ti�� SI QENCIE FOR - \ \\ \ I f� 7 1 1�� . 14. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
,I I' WATER�INE ,\ i � I �111\ (�!) , �� CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
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9� / / I - . / "' SILT FENCE AND TREE PROTECTION SHOWN OFFSET FOR CLARITY PURPOSES.
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/RIGHT-OFI-WAY ______", I \ \ � U. / o/ / 5. SEDIMENT BASIN #1 IS TO BE INCREASED IN DEPTH TO THE DESIGNED SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
- - - _� - , 01 � I- - - - \ I 1j_____ L___ � - - - FEET OFF THE PROPO E. THIS WILL ALLOW ROOM FOR
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I 11/� � , I 1,/ \ \ 11 . �l !i '. i 111 " 16. SEDIMENT BASIN SHALL NOT BE REMOVED OR CONVERTED TO ON PLANS.
I , __ 1, �",I,e-,r,zr-,,T590r,ry-,-Y-ey-�-,--�v,v,ie�v�4,�*-O, I .... 11 1. \ I \ I 0 : h � " ,
11 1, I � I ., I 0 --- / 1 4, 11 - I I VALHALLA FARMS HOMEOWNERS POST -CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE 11. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT
- - - 1�11.�� --i/ �i j,�?"/ /I - L1*11 - -1 - I I . . 11 111,;; I . I'll 1. - - -- �,
- - - . 7 . . . . . .�___ - - I � --V-�,�_Ile , BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY
" . �, / - - Em -_�'A -ry" - EROSION CONTROL
� r, I , _ow&::a__ k- %_ -&*'-��S_ 's- _____ - - I \� I A, -f -o- , I ZONED (MARVIN): R
� 'I\/,, i , I / " � ,__ __ __ - __ "I ,---I- ____ _ I MATTING SECTION IV FROM THE SOLID WASTE SECTION OF NC DENR.
- .A,,� :jL -1 - J - _� , SECTION INSPECTOR,
,
40,3 1", 1 '600 L __ i � 7- / CAB B. FILE 1 1 4A 12. NO OPEN BURNING ALLOWED.
k , 1j, ' - ii \---- I - 17. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL
- - - -::.--. ----I- _40 � 1\ 5, �� AREAS OF THE PROJECT ARE STABILIZED. 13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
I I -I livil I S OF DOUBLE ROW
7i I \11 I ��
I 1 i 18. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
,� I I
I I- CRESS HORNE INVESTMENTS l� DISTURBANCE ' SILT FENCE
i . 11 AND THE VILLAGE OF MARVIN PLANNING DEPARTMENT 14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
I I i TREE PROTECTION I LLC (TYP,) (TYP.)
I � �1
I � I (TYP.) ZONED (UNION): R-40 (704-843-1680) PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
1 19. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN SUBJECT TO A FINE.
I DB 3979, PG 314
PIN 06186016 ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
. 15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
1 20. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF DENUDED LIMITS.
i: THE SITE IS APPROVED BY THE INSPECTOR, THE PERFORMANCE BOND, IF 16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
l! REQUIRED, WILL BE RELEASED. PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
�i
I
:�
�] SUBJECT TO A FINE.
� 17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
�
:i REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
I
I CTION.
i�
'I
� 18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
� THAN 10' REQUIRE ADEQUATE TERRACING.
,
1�
1 19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
� � 1�1 AV o1wo ' ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
1: (4'4,0 ft)
I � � 20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
f: GRAPHIC SCALE NSTRUCTION MEETING.
1
1
ii 100 0 50 100 200 21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
�
11
I CONSTRUCTION IS 24.52 ACRES.
�
ii I 1 inch = 100 ft.
�
�,
� PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO- LEH - 1 6 0
FILENAmE: LEH-16000-EC2
CHECKED BY: TM
---
DRAWN BY: JBW
SCAIE: i " = i 00,
DATE: 05-31-2017
..
EET NO. EC -2 -
Bill
oMcADAms
I I �' t-,-`._ -, " �, � , Ir-"", �, � � 11 1 "";1.4 4`��'_ 1 � ,, I � !!"�!I?, � ,�!! tj � i� [ "'t, I I I I ", I I , i'� � � ,,, !,�, � , , � _.- , r 'f "
. 1 I I I t, - I"", e 11 � I :,�;�: "I I �q'F,�%Vll

NOTES
1, INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK,
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4, FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
HOOD BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME),- -
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
ROAGS.
Ol
T" REBAR FOR BAG
REMOVAL FROM "i LET
FR Tca Rain---•R"`-P DEFLECTOR
STEEL FENCE POS1
MARE FENCE
HARDWARE CLOTH
FILTER OF 1' DIA. WASHED STONE-
. >
SECTION
FILTER OF I' DIA.
WASHED STONE
ATM BASIN INLET
SEED DITCH & SURROUNDING
BURY FABRIC EDGES AREAS IMMEDIATELY AS
6" AND COVER WITH DITCHLINE CONSTRUCTION SMOOTHLY BLEND
WELL COMPACTED FILL PROGRESSES (SEE SCHEDULE) CONTACT AREAS
ALONG DITCH EDGES
o 4 FT, MIN.
HG
3 1 1 FT. MIN.
I - I
TEMPORARY EROSION CONTROL 111�= -,, • �I'-�T
MATTAMERICAN GREEN ING FULL DITCH H WIDTH, -I L IITT � ILEI I T FIRM, UNDISTURBED
EARTH SUBGRADE
SC 150 OR EQUAL
TYPE 1
EXTEND FILTER FABRIC V - SHAPED GRASS LINED DITCH SMOOTHLY BLEND
UP SIDES OF RIPRAP & CONTACT AREAS
COVER WITH WELL'� 4 FT. MIN. _ I ALONG DITCH EDGES
COMPACTED FILL
-_ 3 f`I
ylll� 1 1 FT. MIN. a Y STI
Z- - KEY RIPRAP FULLY
L
LL a 1 �g� _ INTO UNDISTURBED
18" MIN. RIPRAP -I I I )s�,a rp n« -I EARTH AS INDICATED
THICKNESS I I L r III - FIRM, UNDISTURBED
EARTH SUBGRADE
CAREFULLY PLACED FILTER FABRIC FULL
NCDOT CLASS B STONE DITCH WIDTH, DUPONT
DITCH LINING TYPAR STYLE 3601 OR
TYPE 2 EQUAL
V - SHAPED RIPRAP LINED DITCH
SEED DITCH & SURROUNDING
BURY MATTING EDGES AREAS IMMEDIATELY AS
6" AND COVER WITH DITCHLINE CONSTRUCTION SMOOTHLY BLEND
WELL COMPACTED FILL PROGRESSES (SEE SCHEDULE) CONTACT AREAS
ALONG DITCH EDGES
4 FT. MIN.
II 3 _
I I_
I - 1 1 FT. MIN.
-I I (-
PERMANENT EROSION CONTROL
MATTING FULL DITCH WIDTH, I-II'I _ I �- I FIRM UNDISTURBED
NORTH AMERICAN GREEN I Tr I I
EARTH SUBGRADE
P300 OR EQUAL
TYPE 3
V - SHAPED PERMANENT MAT LINED DITCH
USAGE: Contractor shall install ditchlines and ditch types at locations indicated on the plan. Specific ditch linings shall be utilized at locations
shown on the plans to provide erosion protection during 10 year storm events. Type 3 ditches may be substituted for Type 2 ditches.
MATERIALS AND Seeding for ditch types 1 and 3 shall be in accordance with "Permanent Seeding for Grass Lined Channels" schedule. The erosion
INSTALLATION: resistance of ditch types 1 and 3 is dependent upon a well established stand of grass. The contractor shall repair fabrics and mattings,
re -seed and repair ditches as necessary to establish a permanent well-established grass lining in all grass lined ditches.
Erosion & Filter Fabrics shall be the types specified or equal products with equal or better characteristics. All mattings and fabrics shall be
anchored and installed in accordance with manufacturer's instructions and recommendations, All joints shall be overlapped a minimum of
2 feet.
RipRap for Type 2 ditches shall be "NCDOT Class B Stone for Erosion Control." Ditchlines shall be overexcavated as required to properly
key or recess stone into the ditchline as detailed. Carefully place stone to avoid damaging filter fabric. Place and fit stone carefully to
match the ditch geometry as detailed.
Always install ditchlines from the lowest point in an upstream direction. Lining materials shall be installed and completed as ditchline
contruction progresses. Ditchlines for roadways should be installed concurrently as rough grading progresses.
MAINTENANCE: Inspect all ditchlines after each rainfall event. Repair and/or replace any damaged lining, grading, seeding or other problems until which
time all ditchlines are permanently stablized and not subject to erosion.
TYPICAL DITCHLINE DETAILS
NOT TO SCALE
FILTER FABRIC
ON GROUND
BURY WIRE FENCE AND
HARDWARE CLOTH
SILT FENCE
51EEL Fl7JCPOST
SET MAX. i' -APA RT
CHANNEL TERMINATION
PLAN
Ol ., ..i 11 ,.OVERLAPS
OF ILANIOU
NOT SUPPLIED PATH SKIMMER; SUPPLIED BY USER
WIRE FENCE, FILTER
FRONT VIEW
FABRIC,
CLOTH IN TRENCH HARDWARE
SILT FENCE GRAVEL OUTLET
* IF YOU NEED TO LENGTHEN THE ROPE USE ONE THAT WILL FLOAT. OTHERWISE, IT MAY SINK AND BE COVERED
END. ORIFICE INSIDE SCREEN AND ACCESSIBLE
GH DOOR
SKIMMER MAY VARY
SKIGHTLY FROM
ILLUSTRATION
Temporary earthen diversion dike
FA
�11[,I,II
' ���!liiillllllllllllllli!IIIIIII �� full; p I
����II�� hI!1� 11 IIIIT. IiillnniL�n Tna .:-:. �
-
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IIIIIIIIIIIIilfllllll„III I
llIIrf 11-11= \\\ IluvullDi�TITI.
JLIIaf��al
z4 -
RIP -RAP APR+
SLOPEAT LESS THAN 1%
EXTEND TO .EDGE OF DISTURBANCE• ,• •* .• • ••
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
GENERAL NOTES BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENT SHALL
BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD. NOT BE
CONSTRUCTED THROUGH FILL SECTIONS.
3, SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER..
7. IF SEDIMENT BASIN 1S IN USE 30 DAYS OR LONGER, EMBANKMENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY STABIUZED.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME. PER DENUDED ACRE, RECOMMENDED STORAGE IS 1800 CUBIC
FEET OF STORAGE PER ACRE OF DRAINAGE AREA. - -
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE. -
MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
13. SAFETYFENCING3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
GENERAL NOTES -SEDIMENT INS
SKS ASSRABLY
ASSEMBLE AS FOLLOWS:
* INSERT THE VENT INTO THE HOLE IN THE TEE WITH THE LONG END POINTING TO THE REAR, THE SIDE WITH
THE DOOR, TIGHTEN THE SCREW TO SECURE IT.
• GLUE THE BARREL (NOT INCLUDED, AVAILABLE AT PLUMBING AND HARDWARE STORES) 6'-8' LONG, DEPENDING
ON THE LENGTH NEEDED TO PULL THE SIMMER TO THE SIDE OF SKIMMER.
* PRIME ONLY ONE END OF THE PVC PIPE FOR THE BARREL AND THE FEMALE COUPLING ON THE FLEXIBLE
JOINT. THEN GLUE THE PIPE TO THE COUPLING.
* MnLQUT GLUE (SO IT CAN BE DISASSEMBLED LATER) SLIP THE OTHER END OF THE PIPE (A LITTLE GREASE IS
PATENT: RECOMMENDED) INTO THE BRUSHING AT THE OUTLET END OF THE PIPE ON THE SKIMMER. SECURE THE PIPE BY
#5,820,751 TIGHTENING THE PHILLIPS HEAD SCREW SO THAT THE POINT GOES SLIGHTLY INTO THE PIPE.
IIIIIISTALLAIM
INSTALL AS FOLLOWS:
* LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF
THE PIPE THROUGH THE DAM OR AT THE CONNECTION WITH THE RISER.
* REMOVE ANY DIRT OR MORTAR ON THE PIPE AND SUP THE a COUPLING OVER THE PIPE INLET. TIGHTEN THE
TWO SCREWS SO THE POINTS JUST PIERCE THE SIDE OF THE PIPE TO SECURE THE CONNECTION.
* POSITION THE SKIMMER OVER THE EXCAVATED PIT IN THE BASIN.
• THE SKIMMER SHOULD SETTLE LEVEL ACROSS THE TOP OF THE PIPE THE THE DOOR ON IT, SO THAT DEBRIS
GUARDS WORK. OTHERWISE, DEBRIS THAT ACCUMULATES AROUND THAT FLOAT WILL FLOW UNDER THE FLOAT
AND CLOG THE SCREEN WHEN THE WATER LEVEL DROPS.
* ADJUST THE FLEXIBLE JOINT CONNECTION, IF NECESSARY, ESPECIALLY IF THE SKIMMER IS PULLED TO THE
SIDE AND THE BARREL IS NOT ALIGNED WITH THE OUTLET PIPE. THE FLOAT IS BALANCED SO THAT THE REAR
0 SETTLES DOWN AS THE LAST FEW INCHES OF WATER DRAIN FROM THE BASIN. THIS POSITIONS THE FLOAT AND
THE GUARDS TO CONTAIN FLOATING DEBRIS ON THE OUTSIDE OF THE FLOAT AS THE WATER LEVEL DROPS.
* IF THE SKIMMER ISNOT LEVEL DEBRIS CAN FLOW UNDER THE FLOAT AND CLOG THE SCREEN AND POSSIBLY
THE ORIFICE.
* PLACE A SKATE AT THE CONNECTION OF THE FLEXIBLE JOINT SO THE BACK HOE OPERATOR WILL KNOW THE
FLOAT LOCATION WHEN EXCAVATING ACCUMULATED SEDIMENT FROM UNDER THE SKIMMER AND NOT DAMAGE IT.
* AFTER INSTALLING THE SKIMMER CHECK TO MAKE SURE THE ORIFICE HAS NOT FALLEN OUT WHILE MOVING THE
SKIMMER.
1W ROIGE
• TIE THE ROPE PROVIDED AROUND THE TEE BETWEEN THE VENT AND THE HORIZONTAL TUBE.
• SINCE IT IS POLYPROPYLENE ROPE, WHICH IS SLIPPERY, USE A GOOD KNOT THAT WILL NOT COME LOOSE.
dIi°1 BARREL LONGER THAN SHOWN
CHANNEL TERMINATION
PLAN
Ol ., ..i 11 ,.OVERLAPS
OF ILANIOU
NOT SUPPLIED PATH SKIMMER; SUPPLIED BY USER
* SECURE THE OTHER END TO A STAKE ON THE DAM OR THE SIDE OF THE BASIN.
rainfall and make repairs as needed.
* PUT TENSION ON THE ROPE SO THE SKIMMER WILL SETTLE INTO THE PIT AFTER THE BASIN DRAINS.
\oma
* IF YOU NEED TO LENGTHEN THE ROPE USE ONE THAT WILL FLOAT. OTHERWISE, IT MAY SINK AND BE COVERED
Remove sediment as necessary to provide adeguatee storage volume for
BY SEDIMENT AND ACT AS AN ANCHOR TO KEEP THE SKIMMER FROM FLOATING. (THIS IS KNOWN FROM SAD
FLEXIBLE JOINT
EXPERIENCE).
When the contributing drainage area has been adequately stabilized, remove
J
--------------
all materials and ami unstable soil, wid either salvage Or CIrSpUSe Of it j)IOjJOI'IV.
MAINYENAMM
jWARMW
IF THE SKIMMER IS CLOGGED WITH WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY A FEW
'i
JERKS ON THE ROPE TO MAKE THE SKIMMER BOB UP AND DOWN WILL DISLODGE THE DEBRIS AND RESTORE
-
�' l AW °
°V
FLOW. IF THIS DOES NOT WORK PULL THE SKIMMER OVER TO THE SIDE (IT'S EASIER TO DO WHEN THE BASIN
OUTLET END; CONNECTION TO OUTLET PIPE OR RISER
PARTIALLY FULL) AND REMOVE THE DEBRIS, ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS.
2 OF STAPLES
e APART. STAGGERED,,STEP
SEDIMENT UNDER THE SKIMMER, IF SEDIMENT ACCUMULATES TO THE POINT THE SKIMMER CANNOT SETTLE LOW
iiia
e
ENOUGH TO DRAIN THE ENTIRE BASIN BULL THE SKIMMER OVER TO ONE SIDE AND EXCAVATE THE SEDIMENT
o
WITH A BACKHOE.
Qp
C� ° 0 00 000 U
°
CLOGGED_ BARREL OR PIPE THROUGH THE DAM: IF THE SKIMMER IS CLOGGED DESPITE REMOVING DEBRIS AND IT
APPEARS THAT EITHER THE BARREL BETWEEN THE ORIFICE AND THE FLEXIBLE JOINT OR THE PIPE THROUGH THE
°
P
DAM IS CLOGGED TAKE THE FOLLOWING STEPS TO CLEAR THE BLOCKAGE (SEDIMENT WILL SOMETIMES
-�
ACCUMULATE IN THE PIPE).
NOT TO SCALE
O� °r�1 nn n 0
X ° -
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL _
* PULL THE SKIMMER OVER TO THE SIDE.
(CONTRACTOR TO USE FAIRCLOTH SKIMMER OR
I' APPROVED EQUIVALENT)
* REMOVE THE PIN AND OPEN THE DOOR TO ACCESS THE ORIFICE.
•
I,
REMOVE THE ORIFICE PLUG OR CAP.
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
* RAISE THE INLET AS HIGH AS PRACTICAL.
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
* FILL THE BARREL WITH WATER (USE A BUCKET AND FUNNEL OR A PUMP) TO REMOVE THE CLOG USING THE
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
WATER AND PRESSURE.
I',
* AFTER THE OBSTRUCTION IS REMOVED CONTINUE POURING WATER INTO THE BARREL TO FLUSH OUT
BLOCK OPENINGS.
ACCUMULATED DEBRIS AND SEDIMENT TO PREVENT FUTURE CLOGGING.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
A PLUMBERS SNAKE CAN BE USED BUT FLUSHING OUT THE SEDIMENT AND DEBRIS IS RECOMMENDED FIRST.
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2, USE STAPLES 1' APART HORIZONTLLY
AND VERTICALLY TO ATTACH THE
FILTER FABRIC TO THE WIRE FENCE.
3. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDIATELLY AFTER
THE BASIN IS CONSTRUCTED.
4. MOST OF THE SEDIMENT BASIN WILL
ACCUMULATE IN THE FIRST BAY,
SO THIS SHOULD BE READILY ACCESSIBLE
FOR MAINTENANCE.
5. THE TOP OF THE FABRIC SHOULD BE 6 INCHES
HIGHER THAN THE INVERT OF THE 'SPILLWAY.
6. DO NOT SPLICE THE FABRIC, BUT USE A
CONTINUOUS PIECE ACROSS THE BASIN.
7. COIR MESH, 700 g/m2 COIR EROSION BLANKET
AND TREE PROTECTION FENCE FOLDED OVER
TO REDUCE PORE SIZE HAVE ALL BEEN USED
SUCCESSFULLY.
5' STEEL
- F
6" X 6' TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
BAFFLE INSTALLATION
NOT TO SCALE
FLEXIBLE PIPE SLOPE DRAIN
PLAN
I La
J
bLU I ll A -A
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. Lo is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. In well-defined extend the apron up the
channel banks to an elevation of 6" above the
maximum tailwater depth or to the top of the
bank which ever is less.
4. A filter blanket or filter fabric should be
installed between the riprop and soil foundation.
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
MAINTENANCE:
CHANNEL TERMINATION
PLAN
Ol ., ..i 11 ,.OVERLAPS
OF ILANIOU
Inspect the barrier at least weekly and after eacli significant (V inch Or greater)
rainfall and make repairs as needed.
\oma
CONCRETE BLOCK
Remove sediment as necessary to provide adeguatee storage volume for
DITIND Si ABOVE
subsequent rairis.
DEWATERING
-- -
When the contributing drainage area has been adequately stabilized, remove
J
--------------
all materials and ami unstable soil, wid either salvage Or CIrSpUSe Of it j)IOjJOI'IV.
O 000,00001
_
Bring the disturbed area to proper rade, thei1 smooth and compact it.
� 0 W4 A
00
Appropriately stabilize all bare areas around the liilet.
-
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°V
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AN
2 OF STAPLES
e APART. STAGGERED,,STEP
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°
P
CONSTRUCTION SPECIFICATIONS `
-�
0 °
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
O� °r�1 nn n 0
X ° -
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL _
I 0000 c ooloo0oo
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
TERMINATION
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
2:1 SLOPE, GRAVEL FILTER
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS.
WIRE SCREEN
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
TEMPORARY SEDIMENT
WIRE MESH WITH 1/2 -INCH OPENING OVER ALL
POOL
BLOCK OPENING TO HOLD GRAVEL IN PLACE.
DEWATERING
3. USE CLEAN GRAVEL,3/4-T0 1/2 -INCH IN
-
DIAMETER PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
1'MIN,
16,>
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
2'MAX.
,, tI,_•,•-LII=1i1-1�1=1�I'I�I-ISI-i�
-1 I I-1 I I' l i 1-111=1 11=1 11=1 11=1 11=1 I l i°
II III=til,,-111,
•�'
®.
III Iii
III=1�1=1�1-�
I -III -111_111_
.•a
a
SEDIMENT
BLOCK AND GRAVEL DROP INLET PROTECTION
II
L
i! , APS .♦."®'
DaM MARKET A IBMMUM OF s -a' I-®-- 3'-0" MIN. -•- ,ROW aF STAI'IES,
.` °• �• - ta^ WIDE . B' DEEP ♦ o . ♦'.' ♦' ♦ • i�CRESTpWo NE¢mmAa�E.ASyFIEaL s/2 •• it as
SE DETAILS • • • • • • • • OF 3'-O• IS NOT ANAP a MIN AT THE
NIMUM
,n , ,n r • • • ♦ • • CREDIT OF MOPE OR IF OVET6AND
° MOR. PILE • • • • • • FIAW 5 ANTICIPATED FROM UPLAND
Fau1 tREtNaHOF Ia;T a a • • a • �� • • ®s® SLOPE CREST AND
i URIs, sEE vEraas a/z m e/2
FOR CHANNEL TRENCHING MUNOD r a • a a \ °s°a°�°® METHOD "A" NO TRENCH .
li SE DUAL en k B/7 a ° \ •°: 1 ROW OF STAKES, a a a 1 r e \ �\ ♦ • • tom[
00 ° SE SEAM 08RVP, it O.C. 0 • • • r
I'I . °• : SFE DETM. en. a ROW . • r r r ` •°•°♦•♦♦♦ . IT CAN HE 0171DO NOT NEUS) ENDED A MINIMUM OF S'-0•
CHANNEL ELAWIET ♦ \
STAGGERED. Y O.C. • r e a \ \ • ♦ • • OVER THE CREST OF INE SLOPE
OF ROLL OVEERIAAPP : • \ -/, ^'� 1. EA GN. . a a 0 aAPPROX
° SE OEfaI ]n •' ® / \! ^� °.v ® \ \ s°••♦♦s•••®•••0 t�t� CxDEEP
\ • VIIIA \ 2 ROWS OF STAPLES, • r r a • / / •♦••♦ ♦ •®o
••� �aa}�`sr : % \ \ \ \ \ \ •® �WAID, O'aa, ®a e a i r / / �• ♦®•••®e.•♦• •• SOIL PRE
\ \ r r r r r r r FROM TRENCH
' �° ~ _• it \ \ \ FAIR sQL PR$ • r r • r - a • I Y n r PROTECTT ; �� STAPLES.
'�!� � \ _-- _�' --.-, i-• \ \ \ W6IPACT WIN FDOT a r a r a r / a r s r r a
.ora ar roar gar 2ROW OF STARES.
®re /' raaaaraap°°D6QC
BLANKET OVE
CHANNEL TRENCHING
r ..... ®. I f 2„-4„
\ ` _"� \ \ \• METHOD "A"FOR END B ° • ae® / / earee®
.°0.••w�� \ \ \ ••®•®°®• /• a a a a r r �' AOLL.
2 HOMES OF STAKES,
MSE STASGERED, *ool
1. SEE AEC PRETEEN SIR IM1118 E APPLICATION DUAL 17RHFET: ` •'„ '�--. `\` \ sad m • • ♦ . a • a • . DETAIL 2/2 �K' / EA OTR,
FOR PROPER SLOPE INSTALLATION. °OA•e \ .•' TRENCH APPROX SOL PRE • • • • • , \
2 STAPLE PATRONS ARE DEPENDENT ON SIE CONDITIONS. �+ \ \ • 10' WE z IT DEEP FROM TRENCH • • ♦ ♦ • • ♦ /• a a r r a
s FCR DUALS /7 & 5/7 • • a SIDE Sill OVERLAP.
SE AEC PRETTIER USED I RAC PATTERN WIDE, FT9R STNLS, °, . \ o• SE DUALS 4n A Bn ���,��r� • • ®• ®• ®. ® / • \ 1 a a • a • a SEED SEAM
7/2 .SDR. FR1ID STAPLES ARE IHRCUON
1 E -STAPLES MAY S USED W PLACE Cf NIDE SUPIES • • • . :•• I- . • ♦ • • r • • f r FROM SOIL PRE Bo1H BLAPIXEI$
SUINK
®•♦•�•o /, \ r r ®": r r �•,t SIDE SEAM OVERLAP
'dtl+IFWST URo • • • • ••••• ••••,••••• + BWHIOiT owaoP,-I •.®♦•••• ♦ r r a a a RNAHIErro EODQAa STAPLE DETAILINSTAUED
THE AANINTXIPAAATEDDMMAXro. 'I CHANNEL DETAIL //,,° ° t-4' I I t ROW a srAPvs. SLOPE TRENCHING
WATER [ELEVATION �.1 `1 tr as • •®•♦•® • r r r 9 MOF METHOD B' R
..� Mau �V/ sTRONES OF Aov, a 0.G • • • s o FDR EOTECM OF SLCPE
• ♦ ♦ ♦ ♦ • • • • 9FR1rNATIM SEE
iA DIR. • • • • • • • DUAL 3/2
\ , •• o
Oy $hE..1' ♦• • • • •.
CHANNEL LIRFIH MUST rCc u♦W1 El �• [STAPi SHCRD ME 1I ° • . SOL PRE
,00111 S'-0• ABOVE PARALLEL KITH ,3 FRC( TRQ9W
ME TANMIFR AME�YAIHICON WiCRON OF FLOW� -I I -Y egUT�HN 71IRpfOH 2 ROWS OF STAPLES
10' WOE % e
- SLOPE MAMW TO DE
INSTALLED FIRST AND
CHANNEL TERMINATION
PLAN
Ol ., ..i 11 ,.OVERLAPS
OF ILANIOU
FXPHOED SIY onow
THE TOE OF THE SLOPE
SLOPE UEFAR_ Pill SMIO STAPLE PATTERN GUIDE FOR
ROW OF STAKES, Z E-nAKa* My BE USED IN PLACE OF 1011FIE STAPUll
-It DID.
PLACE SIAPI= ONE ON EACH COMM OF -0" MIN. 2 RONIS OF
r
LAPS - lir._2 ROINS OF STAKES
.. SLOPEiii;
�i �\ f
a PLACED al TO EDGE
is ai /<'•// -
All
\oma
CHANNEL LINER MUST
3'-oll
DITIND Si ABOVE
ME AED MCH
WATER EL
WATER EIEVARON
01
l
CHANNEL TERMINATION
PLAN
Ol ., ..i 11 ,.OVERLAPS
OF ILANIOU
STAKM M BE
SIDE SEAM OVERLAP
STAPLE DETAIL OF SLANIQU...
•
\ \,; 1•f iF�
r
• \\/ .;,,
r : �„
FLOW CHANNEL TRENCHING
SLOPE UEFAR_ Pill SMIO STAPLE PATTERN GUIDE FOR
ROW OF STAKES, Z E-nAKa* My BE USED IN PLACE OF 1011FIE STAPUll
-It DID.
PLACE SIAPI= ONE ON EACH COMM OF -0" MIN. 2 RONIS OF
r
LAPS - lir._2 ROINS OF STAKES
.. SLOPEiii;
�i �\ f
a PLACED al TO EDGE
is ai /<'•// -
All
01
w
-
CHANNEL TERMINAl
2 OF STAPLES
e APART. STAGGERED,,STEP
iiia
e
SLOPE TRENCHING
2
IN
CHANNEL BLANKET END
END ROLL OVERLAP
. . .•
LIMETHOD
-Aft
OF ROLL OVERLAP
2`\
TERMINATION
STRAW) CHANNEL MATTING INSTALLATION DETAIL
L = The distance such that points
A and B are of equal elevation
A
L
[3
NOTES:
Space check dam in a channel so that the crest
of downstream dam is at elevation of the toe of
upstream dam
MAINTENANCE:
Inspect check dams and channels at least .weekly and after each significant (112
inch or greater) rainfall event and repair immediately. Cleats out sediment,
straw, linibs, or other debris that could clog the channel when needed.
Anticipate subinergence and deposition above the check dani and erosion from
high floes around the edges of the crani, Corrieet all daniage immediately. If
SigriifiCant erosion OCCLIrs between dams, additional measures can be takers
such as, installing a protective riprap liner in that portion of the channel
(Practice 631, Ripr(r7i-fine and Paved Channels').
Remove sediment accumulated behind the darns as needed to prevent daanialge
to chatuiel vegetation, allow the channel to drain through the stone check data,
and prevent large flows from carrying sediment over the dam, Add stones to
darns as needed to maintain design height and Gross section.
Check dam spacing
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION

1
ANTI -SEEP COLLAR
SEE DETAIL BELOW
NOTE:
1. THE RISER/BARREL SHALL BE DESIGNED TO CARRY THE 10 -YEAR STORM
RISER TYPE SEDIMENT BASIN
WITH SKIMMER
1.
NOTES:
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
SEE STD. # 838.45 FOR GENERAL NOTES.'
KEY/ANCHOR MATERIAL AT
TO BE DESIGNED BY THE ENGINEER
FRONT VIEW
O
m
2-C
W
REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
10"
2„'ISI"
STEEL POST
H -H
H,
fn ®
rH�'�O
O -i
CIO
RIPRAP APRON DESIGN STANDARDS.
@ 6" TOP &BOTTOM 7811
5 SPA. @ it" 2-"0' ,
\\\2"
OP HAIRS FOOTING �,
FILL FACE
V7 @ 9'
ZI @ WINPIPE
DESIGN HIGH-WATER
WOVEN WARE FABRIC
:EST L FOR LENGTH SPILLWAY
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
WELDED TO CMP RISER
SILT FENCE GE TILE FABRIC
2'-iN" -"I
1199e- i I
I 5 SPA. @ 11"
x121, BARS IN
TOP OF FOOTING
i
- 1---Zt
"
OFTHE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
REMOVABLE TRASH RACK IS OPTIONAL
LAY BLANKETS LOOSELY AND
FOR EASE IN MAINTENANCE.
ry m
S -W1 Z
21 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
ANTI -VORTEX PLATE
FILL SLOPE
SKIMMER DEVICE
(SEE CHART)
RACK
2
REST
�------TRASH
1 r
TENT CLEAN OUT ELEV.
-
V1 @' Y_411 81, 1 8°
NOTE -3, STD. NO. 30.03)
* DIMENSIONS SHOWN ARE
N. 57 WASHED STONE.
FON ANCHOR WHEN SILT
FOR
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
CMP RISER
MINIMUM, MANUFACTURED
SHALL BE UNDERCUT SO THAT THE INVERT OF. THE APRON SHALL BE AT THE
FENCE IS PROTECTINGCATCH
rr2n T4
VL r
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
CLEAN OUT
STAKE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
I
5.
TOM OF BASIN
FQ-• i W
RA F- ty O J
,•,L
VA0114 OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
=-
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95X OR GREATER.
m
7.
THE PLACING OF FILL. EITHER LOOSE OR COMPACTED IN THE RECEIVING
^
B
,,�s
'v K' ;� I PIPES
3-N1
RCP
I.. CONC.
ANCHOR
B.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
S
M
1
ANTI -SEEP COLLAR
SEE DETAIL BELOW
NOTE:
1. THE RISER/BARREL SHALL BE DESIGNED TO CARRY THE 10 -YEAR STORM
RISER TYPE SEDIMENT BASIN
WITH SKIMMER
1.
NOTES:
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
SEE STD. # 838.45 FOR GENERAL NOTES.'
KEY/ANCHOR MATERIAL AT
TO BE DESIGNED BY THE ENGINEER
FRONT VIEW
O
m
2-C
2.
REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
10"
2„'ISI"
STEEL POST
H -H
H,
fn ®
rH�'�O
O -i
CIO
RIPRAP APRON DESIGN STANDARDS.
@ 6" TOP &BOTTOM 7811
5 SPA. @ it" 2-"0' ,
\\\2"
OP HAIRS FOOTING �,
FILL FACE
V7 @ 9'
ZI @ WINPIPE
WOVEN WARE FABRIC
3.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
y.
F -Q
aQ+y
ZI-=
li U.
HOLO
U. D.. i"R Z
0009=
LLO
SILT FENCE GE TILE FABRIC
2'-iN" -"I
1199e- i I
I 5 SPA. @ 11"
x121, BARS IN
TOP OF FOOTING
i
- 1---Zt
"
OFTHE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
€
"�
LAY BLANKETS LOOSELY AND
eC'43
Z~2
H a CS U
00 2
00 S
W or LL ^
r-- U Or O
ry m
S -W1 Z
21 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
Z2
FILL SLOPE
CULVERT HEIGHT.
ELAR
I- U •4 Z
F H
4.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
V1 @' Y_411 81, 1 8°
* DIMENSIONS SHOWN ARE
N. 57 WASHED STONE.
FON ANCHOR WHEN SILT
FOR
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
l__.v
I I
MINIMUM, MANUFACTURED
SHALL BE UNDERCUT SO THAT THE INVERT OF. THE APRON SHALL BE AT THE
FENCE IS PROTECTINGCATCH
rr2n T4
VL r
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
rn T- O W
� 0
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
I
5.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
FQ-• i W
RA F- ty O J
,•,L
VA0114 OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
=-
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95X OR GREATER.
m
7.
THE PLACING OF FILL. EITHER LOOSE OR COMPACTED IN THE RECEIVING
^
B
,,�s
'v K' ;� I PIPES
3-N1
CHANNEL SHALL NOT BE ALLOWED.
s
B
B.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
m
M
WILL 8E PERMITTED.
SIDE VIEW
9.
DEPENDING ON SOIL CONDITIONS. WASHED STONE OR FILTER FABRIC
hH
®
1W
STANDARD
WILL BE NECESSARY UNDER RIP RAP.
r.
10.
ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
'
Z
1 PEES T4-�
70. 71id°
3- N2.
ZED.
MUST BE STABILIZED.
GRAD W
-
_
`O 8,1
�
TO NCESCPDM STANDARD #6.17
AND MANUFACTURER'S
RIP -RAP APRON
Do
'�
H®30' MIN.
EXTEND RIP RAP MIN.
SECTION BB
x.+ RIP RAP �+
�
-33'
dSO-1.0
3O' UP CHANNEL SIDES.
H
71
DEPTH -1.5'
SECTIdIN
- AA
FABRIC 4' ABOVE SOURCE WATER.
APRON WIDTH -113! MIN.
21.7.
NO. DATE DESCRIPTION
NOTE: LAYER OF FILTER FABRIC
1
5/99 1 NOTES 9 • 10 REMOVED WASHER
z'-712°2,
PLAN
MINIMUM H-2/3 PIPE DIAMETER
SECTION ^ BB
STORE FROM SECT. B -B
EMBANKMENT MATTING DETAIL
SEC�ON B -B
APPROVED DATE
1'
SEE STD. # 838.45 FOR GENERAL NOTES.
�
O
]I
Q
O W
C m
ED Z
1T•8' TWO PIPES
'-
28'-0" THREE PIPES
_
`" 2-V7 @ V-6" 1"
STR: FACE }.
`a / 2 B,
RIPRAP APRON
AT PIPE OUTLETS
MIN. 10 CA
LINE WIRES
0' MAX.
VARIABIE AS DIRECTED BY.1HE ENGINEER
2-1/2 GA
LEDIATE
GRADE
RIP -RAP APRON
ti TPPLES
(� PER €wtt:) ,
(�R tATTAL
STAPES (r FLA Wt) "
0AIX
&M)IN{ ` IRE
aria 6'*Ukt 1
EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
ConcreteTEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
_ a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
=drtt ase -
1G SOON AS PRACTICAL BUT IN ANY. EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH CAROLINA EROSION AND SEDIMENT CONTROL DESIGN
� MANUAL.
t1i aril PIA81N' JNih.
r m Wowrl�ard sECLiH 3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE
9Ef�A FA3TEi E6 AROUND -. THE METHODS USED AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. THE APPROVED EROSION
k,hTRR� P�fs"ir��TEi(
IkTH TWO 5'rAKE5 AND SEDIMENT CONTROL PLAN MAY BE AMENDED BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED
t THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING EROSION AND SEDIMENTATION OR IF
LATH kND }4rrr 711 3cA1:&1fBECAUSE OF CHANGED CIRCUMSTANCES THE APPROVED PLAN CANNOT BE CARRIED OUT.
FLAG IhJ ONV SEMN 9-13
Nrjr 19 SVILE HY'Mx1r� S .;IDs N %Nut ILI Sci4E 4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
eel MI
-` 1110 sr e i�60 rr [s NIMUM ._ a
�, 1a11rr is m. SrAi l P r•4aE �-Hir 5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811) OR 1-800-632-4949 BEFORE BEGINNING
.ONCRE � ' BIACK TING -STACKED ANY EXCAVATION OR UTILITY WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND SEWER LINES.
CONCRETE i . YCK NEF.s
I R � Axa 2 R0U0E! -.. -�-y-. `.�„, irri '�IkI t.1U.�.....,._..__.w.
I T WASHOUT--it1 aim HE"00
(I1 �` A a„;R, � 'Aman Frt,�I1iE �� � 6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO THAT SEDIMENT CARRYING RUNOFF FROM THE
LAG Sf-.
r, -SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.
WC�ID ";-r
-� 't'S aITRiT ifF, T y f ! �- -r 7. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE
1N
X15 £,� is =,i 1 0 null = 2.4 in) T B B+ BY VEHICULAR TRAFFIC OR RUNOFF.
L44 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
CONCRETESO 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL
177A�L A"
S MD) TO ERODE INTO THE TRENCH, CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
V,ARBS VAR IE"T
STAKE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
10. ON -.SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
r 11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN VIOLATION OF THE CITY/COUNTY EROSION
LiF i CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
�IIta+AA1.E.�,I z1 TIM1 - 12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE DENR EROSION
Iii mit. 'r`a 5`514 Llk lfaia•:...,ad 1. '.,,' T;.L L'r^..) 2C117NaTi STEEL bWE - Wm.�.. - .... '
-- CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
NO if, 'm� C 0 � 13. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE TOWN OF
"RBA - r iu `r"I r t `St`a uNsit -/ STALLINGS OR NC DENR ENGINEERING DEPARTMENT.
Tynat DE7 MAINTENANCE: STAPLE Al fr I am
- s e , de tat holdiu4 capacity pltts a utininnlm IIJ mil PtA5HQ I_4'tING c1LTr T 'I r- BERT Nor 1� �v"L 14. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING.
1#�T�{ Tl -LS �IatutatLr the Lcmcte[e washout stluLt[[Le(�) to Provide �[ , It � p f 1
.#mak
freeboard of !2 inches. Remove and dispose of hardened concrete and retunt the structure to a TYPE 'BELOW IORADEW' TYPE "ABOVE GFMDe 15. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY
1_ At:Tt 7_..I.7OtA DET�M& 0 IN `RHE PaDX fu11=5;
after reaching 7i%capacity. 11=5;19'ITFi PIQ PLANKS APPROVED.
S • . 'I ,,- t for - • . 1, ACTUAL LAYOUT DETERMINED IN THE FIELD. 16. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
,? rt[�. '`�1i4G�cfor�, ttAaRRr,Jd a1[�ri 1��E F[0, 1 k,�,1 Inspect vunctete tva�hout snultule� Tot clalnage and ntaETnauE,fol etizetrveuzss.
SHAM BE ileSFALLEDI WThS to LTi OF r"EaE PRE -CONSTRUCTION MEETING.
TEM1 GANR`T C0CMTE Vkfj;GU€ Fx9ullf, 2, THE CONCRETE WX' HOUT ;:IG4 (.SEE PA(,E 6)
Remove the concrete Tvashout structur'as alit sit`;11 t1pon project completion. Grade the earth BE INwTALLEE! 4411214 10 IT ;F THE 7EMPOWAY
/�Fd LDAW , 14 ora u14rkETE 'A'A Iaati't FAlUILtTY 17. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTRUCTION IS 17.45 ACRES.
material to match the existing contours and permanently seed and mulch area.
k ..
SEEDING SCHEDULE
NOTES:
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
L 6" MIN
COARSE AGGREGATE -
2-3"
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE: j MAINTENANCE MUST BE PROVIDED.
A,'laint{tin the gravel pad in a condition to prevent nrud oi` :sediment from
leav,inc, the construction site. This may require periodic tcpdressing with 2 -
inch stone. After each rainfall, naspect any structure used to trap seditrrent
and clean it out as necessar-y- Immediately remove all Objectionableinaterials
spilled,; washed, or tracked onto public road,V rYS.
it
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
III
it
A
Filter fa'
Class 1 or B
Erosion Control
Stone \
SECTION A -A
Stone should be placed over the channel banks to keep water
from cutting around the dam.
Stone Check dam
a�
T2 OR T3 TOP & BOTTOM
TWO PIPES 8'-9" -
SEE STD. # 838.45 FOR GENERAL NOTES.'
KEY/ANCHOR MATERIAL AT
FRONT VIEW
O
m
2-C
TWO PIPES 8'-9" - T2 OR T3 TOP & BOTTOM
---{
THREE PIPES 13' 0"I T5 @ 6" TOP & BOTTOM
10"
2-r.G" 21, 1-
10"
2„'ISI"
STEEL POST
H -H
H,
fn ®
rH�'�O
O -i
CIO
2'-1%"-T5
THREE PIPES 13'•0'5
i 1§'ts'=
I I {
I I I
@ 6" TOP &BOTTOM 7811
5 SPA. @ it" 2-"0' ,
\\\2"
OP HAIRS FOOTING �,
FILL FACE
V7 @ 9'
ZI @ WINPIPE
WOVEN WARE FABRIC
2"
,1Vr,@ 7r_e'
y.
F -Q
aQ+y
ZI-=
li U.
HOLO
U. D.. i"R Z
0009=
LLO
SILT FENCE GE TILE FABRIC
2'-iN" -"I
1199e- i I
I 5 SPA. @ 11"
x121, BARS IN
TOP OF FOOTING
i
- 1---Zt
"
NOM
€
"�
LAY BLANKETS LOOSELY AND
eC'43
Z~2
H a CS U
00 2
00 S
W or LL ^
r-- U Or O
ry m
S -W1 Z
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
Z2
FILL SLOPE
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
iI
I- U •4 Z
F H
a FOR REPAIR OF SILT
FENCE FAILURES, USE
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL
V1 @' Y_411 81, 1 8°
* DIMENSIONS SHOWN ARE
N. 57 WASHED STONE.
FON ANCHOR WHEN SILT
FOR
7pU'
T
l__.v
I I
MINIMUM, MANUFACTURED
t, e" SHOWN
@WINO WAIL
FENCE IS PROTECTINGCATCH
rr2n T4
VL r
y
rn T- O W
� 0
BASIN.IN.
I
W WALL a w
COVER
FQ-• i W
RA F- ty O J
,•,L
41.3x1 T17A!
"_'1 PIPES
1
5
SIORT
SLOPE SURFACE SHALL BE FREE
m
OF ROCKS, SOIL CLODS, STICKS,
-CC
Z HDTM
,,�s
'v K' ;� I PIPES
3-N1
ETS STALL
GRASS.HAVE MAT/BLANKETS
A /BLAN
CHOR WIDTH
<
.�
aH
='D1�
NH V
q'S i i 3-N
l;e� y 8 6"
TP
M
SIDE VIEW
4,
THE DETAIL SHOWN IS FOR
hH
®
�H
V70
STANDARD
TEMPORARY SILT FENCE
ti TPPLES
(� PER €wtt:) ,
(�R tATTAL
STAPES (r FLA Wt) "
0AIX
&M)IN{ ` IRE
aria 6'*Ukt 1
EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
ConcreteTEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
_ a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
=drtt ase -
1G SOON AS PRACTICAL BUT IN ANY. EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH CAROLINA EROSION AND SEDIMENT CONTROL DESIGN
� MANUAL.
t1i aril PIA81N' JNih.
r m Wowrl�ard sECLiH 3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE
9Ef�A FA3TEi E6 AROUND -. THE METHODS USED AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. THE APPROVED EROSION
k,hTRR� P�fs"ir��TEi(
IkTH TWO 5'rAKE5 AND SEDIMENT CONTROL PLAN MAY BE AMENDED BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED
t THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING EROSION AND SEDIMENTATION OR IF
LATH kND }4rrr 711 3cA1:&1fBECAUSE OF CHANGED CIRCUMSTANCES THE APPROVED PLAN CANNOT BE CARRIED OUT.
FLAG IhJ ONV SEMN 9-13
Nrjr 19 SVILE HY'Mx1r� S .;IDs N %Nut ILI Sci4E 4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
eel MI
-` 1110 sr e i�60 rr [s NIMUM ._ a
�, 1a11rr is m. SrAi l P r•4aE �-Hir 5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811) OR 1-800-632-4949 BEFORE BEGINNING
.ONCRE � ' BIACK TING -STACKED ANY EXCAVATION OR UTILITY WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND SEWER LINES.
CONCRETE i . YCK NEF.s
I R � Axa 2 R0U0E! -.. -�-y-. `.�„, irri '�IkI t.1U.�.....,._..__.w.
I T WASHOUT--it1 aim HE"00
(I1 �` A a„;R, � 'Aman Frt,�I1iE �� � 6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO THAT SEDIMENT CARRYING RUNOFF FROM THE
LAG Sf-.
r, -SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.
WC�ID ";-r
-� 't'S aITRiT ifF, T y f ! �- -r 7. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE
1N
X15 £,� is =,i 1 0 null = 2.4 in) T B B+ BY VEHICULAR TRAFFIC OR RUNOFF.
L44 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
CONCRETESO 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL
177A�L A"
S MD) TO ERODE INTO THE TRENCH, CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
V,ARBS VAR IE"T
STAKE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
10. ON -.SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
r 11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN VIOLATION OF THE CITY/COUNTY EROSION
LiF i CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
�IIta+AA1.E.�,I z1 TIM1 - 12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE DENR EROSION
Iii mit. 'r`a 5`514 Llk lfaia•:...,ad 1. '.,,' T;.L L'r^..) 2C117NaTi STEEL bWE - Wm.�.. - .... '
-- CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
NO if, 'm� C 0 � 13. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE TOWN OF
"RBA - r iu `r"I r t `St`a uNsit -/ STALLINGS OR NC DENR ENGINEERING DEPARTMENT.
Tynat DE7 MAINTENANCE: STAPLE Al fr I am
- s e , de tat holdiu4 capacity pltts a utininnlm IIJ mil PtA5HQ I_4'tING c1LTr T 'I r- BERT Nor 1� �v"L 14. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING.
1#�T�{ Tl -LS �IatutatLr the Lcmcte[e washout stluLt[[Le(�) to Provide �[ , It � p f 1
.#mak
freeboard of !2 inches. Remove and dispose of hardened concrete and retunt the structure to a TYPE 'BELOW IORADEW' TYPE "ABOVE GFMDe 15. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY
1_ At:Tt 7_..I.7OtA DET�M& 0 IN `RHE PaDX fu11=5;
after reaching 7i%capacity. 11=5;19'ITFi PIQ PLANKS APPROVED.
S • . 'I ,,- t for - • . 1, ACTUAL LAYOUT DETERMINED IN THE FIELD. 16. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
,? rt[�. '`�1i4G�cfor�, ttAaRRr,Jd a1[�ri 1��E F[0, 1 k,�,1 Inspect vunctete tva�hout snultule� Tot clalnage and ntaETnauE,fol etizetrveuzss.
SHAM BE ileSFALLEDI WThS to LTi OF r"EaE PRE -CONSTRUCTION MEETING.
TEM1 GANR`T C0CMTE Vkfj;GU€ Fx9ullf, 2, THE CONCRETE WX' HOUT ;:IG4 (.SEE PA(,E 6)
Remove the concrete Tvashout structur'as alit sit`;11 t1pon project completion. Grade the earth BE INwTALLEE! 4411214 10 IT ;F THE 7EMPOWAY
/�Fd LDAW , 14 ora u14rkETE 'A'A Iaati't FAlUILtTY 17. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTRUCTION IS 17.45 ACRES.
material to match the existing contours and permanently seed and mulch area.
k ..
SEEDING SCHEDULE
NOTES:
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
L 6" MIN
COARSE AGGREGATE -
2-3"
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE: j MAINTENANCE MUST BE PROVIDED.
A,'laint{tin the gravel pad in a condition to prevent nrud oi` :sediment from
leav,inc, the construction site. This may require periodic tcpdressing with 2 -
inch stone. After each rainfall, naspect any structure used to trap seditrrent
and clean it out as necessar-y- Immediately remove all Objectionableinaterials
spilled,; washed, or tracked onto public road,V rYS.
it
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
III
it
A
Filter fa'
Class 1 or B
Erosion Control
Stone \
SECTION A -A
Stone should be placed over the channel banks to keep water
from cutting around the dam.
Stone Check dam
a�
T2 OR T3 TOP & BOTTOM
TWO PIPES 8'-9" -
SEE STD. # 838.45 FOR GENERAL NOTES.'
KEY/ANCHOR MATERIAL AT
Z
p
I"I
O
m
2-C
TWO PIPES 8'-9" - T2 OR T3 TOP & BOTTOM
---{
THREE PIPES 13' 0"I T5 @ 6" TOP & BOTTOM
10"
2-r.G" 21, 1-
10"
2„'ISI"
OCU
F -a
H -H
H,
fn ®
rH�'�O
O -i
CIO
2'-1%"-T5
THREE PIPES 13'•0'5
i 1§'ts'=
I I {
I I I
@ 6" TOP &BOTTOM 7811
5 SPA. @ it" 2-"0' ,
\\\2"
OP HAIRS FOOTING �,
FILL FACE
V7 @ 9'
ZI @ WINPIPE
701,
211 t-
�L-
FILL FACE I.
.1
2"
,1Vr,@ 7r_e'
y.
F -Q
aQ+y
ZI-=
li U.
HOLO
U. D.. i"R Z
0009=
LLO
<-i
H Z
70N O
D H O ED
,- ^TL fp.
m Z y
H '"1 D
OrT 9 m
2'-iN" -"I
1199e- i I
I 5 SPA. @ 11"
x121, BARS IN
TOP OF FOOTING
i
- 1---Zt
"
w - 2 FILL
- III^
FILL FACE
= @1WING ,WALL
w SEE
PIPE NOT mom
FACE j-2„
II
"V„@ 7,_8,1.
y 1
@ 7 1rH"
LAY BLANKETS LOOSELY AND
eC'43
Z~2
H a CS U
00 2
00 S
W or LL ^
r-- U Or O
ry m
S -W1 Z
r�
i
Z2
NOT
DIRECT CONTACT WITH THE SOIL.
I- U •4 Z
F H
S
'+ Z .70
I. I Z2
tl - - - - _ - _
V1 @' Y_411 81, 1 8°
n2n
Ta
* DIMENSIONS SHOWN ARE
6(D
F`
7pU'
T
l__.v
I I
MINIMUM, MANUFACTURED
t, e" SHOWN
@WINO WAIL
rr2n T4
VL r
PRODUCTS MAY HAVE ADDITIONAL
rn T- O W
� 0
CU O
Z H -O 0.7j
I
W WALL a w
FQ-• i W
RA F- ty O J
,•,L
41.3x1 T17A!
"_'1 PIPES
1
5
.
-
m
SLOPE SURFACE SHALL BE FREE
m
OF ROCKS, SOIL CLODS, STICKS,
-CC
Z HDTM
,,�s
'v K' ;� I PIPES
3-N1
ETS STALL
GRASS.HAVE MAT/BLANKETS
A /BLAN
T4
m
<
.�
aH
='D1�
NH V
q'S i i 3-N
l;e� y 8 6"
TP
Z3
4,
THE DETAIL SHOWN IS FOR
hH
®
�H
V70
Y•#y
/ PIPES T4 23
8 •1rT„
8„ I�,.
nI,I
, W IZ1.
'
Z
1 PEES T4-�
70. 71id°
3- N2.
8 SPA. @ it„ "N" BARS
IN BOTTOM OF FOOTING
- pI
6 .r.Tn 811. 1.- TS @ 811
-
_
`O 8,1
/ AWATER TABLE
� I
TO NCESCPDM STANDARD #6.17
AND MANUFACTURER'S
W
' 0
'�
1pn 1!3" I ti„ "N" BARS
3-N2 TN BOTTOM OF FOOTING
2'.7'
s, PLAN
SECTION BB
SECTION . AA
71
3;_°11
SECTIdIN
- AA
FABRIC 4' ABOVE SOURCE WATER.
21.7.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
z'-712°2,
PLAN
SECTION ^ BB
EMBANKMENT MATTING DETAIL
1'
SEE STD. # 838.45 FOR GENERAL NOTES.
�
O
]I
Q
O W
C m
ED Z
1T•8' TWO PIPES
'-
28'-0" THREE PIPES
_
`" 2-V7 @ V-6" 1"
STR: FACE }.
`a / 2 B,
2-G2 OR G3
2 -VI @ 8° FILL FACE
-
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL 2 PIPES 3 PIPES
BAR SIZE LENGTH NO. 1EIBR NO. R181r
B7 #4 5' 8" 8 29 4 44
B2. #4 4'_6" 4 12 4 12
yj
X
,� in
Q O
Ip ® O
°TI
O
A
® M
C W m
(p -n 0
I
6'-0" TWO PIPES
28.-0' THREE PIPES
a iv
.- 2-V1 @ i' -e" 2-G2 OR G3
- - I STR. FACE
m � B --T 2.81 2 -Vi @ e" FILL FACE
141 STP. FACE
BILL REINF,OF
4" BAfl SIZE
r 07 #4
- B2 #4
- a' - 63 #4
m
TEELERIA2. PIPES 133 PL FOR IPES
LENGTH NO. wE1BR N0.
5'•8' 8 29 12
d' 8 4 12 4.
6'-6". 4 17 8
AElINf
44
12
35
� Y
_ W
® O
W
U.
it S7
FIT
/ B
1-V7 SIR. FACE
83
#4 8'-6"
4 17
8
35
_
m O
H
.,
-
,. I" I
2-B2
m q
w PIPE NOT
SHOWN
r
+:0
H
or° CU
i I
I IQ.
2-82
02
G3
#7 97'-2"
#7 251-8"
2 70
- -
2
-
105
C7
z W
H
3 H
°�
i7° M
n S
I r�/`I
S•_ .�
o "
p �I' a : 3" b
17.2:t >a 02. #7
SLOPE G3 #7
171-2" 2 70
25'-B" 2
10 90
105
H W
n
UA H
Q
I.y "1
m _ 6� " 60
.-
3" 0 DRAINS
H2
#a a,_D11
10 40
a tt
10
a
40
7i
Q 0"• D_
� W
o
73 fn
C)
i"I D
- C it - 13 " I I 6 " DRAINS
- o 6" ABOVE
°�P w � � I 1/ i I. _ FLOW LINE
- H1 #4
H2 #4
6'-D" 40
4'-0" 4 11 4
40
11
�., Ly
fY
O
C1 z
a N a
I /
6" ABOVE
FLOW LINE
Y
-
O
r' g7 Z
- t�
W 18
74
c O
® V
T-
RI D
1
N1
M4 3'-1 t'
14 67
18
74
® V (p
p
m0 Z D
_ _ - _ -
. ®1. . 8•,
Nl #4
-it" 14 57
3'-5" 8 74 B
14
fD
z '
t]) ®
6" '6" ,
FACE 2-V2,12 FILL
Va
N2
#4 3'-5'
8 14
B
14
A
L7 W
O n o
"
_
m 2-ei 4 -Ni.
TAPER DETAIL N2 #4
[Hi ® W
Z fj
,('�
O
R7
,
-
m .CONST. JT: 2-83 .2-81
2 SPA. @
4-N1. FACE 2-H1,
V-1012" STB.
Y•H2 - -
N2
#4 21
85
-
-
Z ,� ...!
d
'Q H
I-
O�
-C
OUNr
ST. JT. , 2.83
4-N1 - -
2 SPA. @ Y-101•¢11
5 SPA Oil" FILL
STR. FACE 2-V2, 2•V3, 2-V4 T1. #4
21,_2" 8 86 - -
-
Q R--0
F
47
•O
,y ADD'
4-N7
13
-
3 BPA. O 1'-3" FILL 2 SPA. @ 1'•10'
T1
T2
-2" -
#4 29 -8"
6
6
119
CU
r•'
.�
m
i B ---I FACE 2-N1; 1-H2
T2 #4
29'-B" 6
119
� I --
M
-Q H
ITT
ELEVATE®N
FACE 3•H1, 1•H2
7 V2 STR. FACE
1-V2, 1-V3, t -V4
T4
#4 6 -6"
6 22
6
22
cQi
H
rn
ELEVATION 3 SPA. @ V-3" FILL
FACE 3-H1, 7-H2
H2
2 SPA. @ t'•10" Tq #4
V2 STR. FACE
5' 6" 8 22 6
22
O ,u
H
+fi
I
TS
#4 2'-8"
70 117
904
174
_J ® W
'�
' Z
I
7
1-V2, 1-Y3, i -V4 TS #4
2'-6" 70 777 104
974
J � W_!
c7 Z
® -n
O
O 70
u
'- �'
a Z1
.312" I-
Z2
3 -8" 7"
3 S' 7"
V4
V4 -
H7
V1
V2
V3
#4 6'-31'
#4 5'-1'
#4 3 71"
#4 2 9
12 50
6 20
6 18
8 11
18
6
8
6
75
20
18
1 1
C9 � LU
Z i10
W 1„ F O
LU
RD v -n
O
O
o A
I-
+, ? z Z1 3 -9"
31.31' --t 1..- ill
Z2 3 3" 7"V3
4 6
� m
V1 #4
V4 V2 #4
V4 V4 #4
H7
8'-9" E2 50 18 75
5,_t`r 8 20 8 20
is 6 6
2'-S" 6 11 B 1I
DO
Lu O.
Uj O
Cl)r
rn
m
---��� N. N Z3
2 -9" e
_ _
w a Z'
�4
V4
Z1
#5 4 4"
4 18
4
18
cc
a
r
m
-I%/,I
23 2 -81,
Ht _JI 5'-5" I 4 a N
"� HK.
� Z7 #5
Z2 #4
4'•4,r 4 10 4
3'-10" 4 10 4
18
18
O
LL
H1 5'-5"
HK.
3 -Ni 3-N 2
Z2
Z3
#4 3 -10"
#4 3 -2"
4 10
4 6
4
4
10
8
LL
N2-1 3'-5"
I`TI- J
_ _
Z3 #4
NT4
3,-2 4 8 4
8
�Tl-
5 SPA. @ 11"
"H" BARS "N" BARS "Z" BARS
H BARS N BARS Z BARS
3-17 3•N2
SHEET 1 OF 2
"H", "N", & "Z" BAR DIMENSIONS ARE OUT TO
OU
WING ELEVATION
REINF. STEEL LB4.
CON.M.C. a1. YDS
607
7.9
808
9.9
5 SPA'
�
"H", "N",,& "Z" BAR DIMENSIONS ME OUT TO OUT.
11
@ 11 REINF. STEEL
WING ELEVATION CON./C.S.
LBS. 3
W. YDS 8.9 10.7
8Q8
SHEET 2 OF 2
83.28
;SHEET -1 7 OF2HEET
2 OF 2
838.28
838.28
838.28
J(.
ter
MAINTENANCE:
inspect sediment fences at least 'once a week and after each rainfall. Make Fatly
required repairs immediately.
Should the fabric of a Sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage voturne
for the next raid and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove. all fencing materials and unstable sediment deposits and bring the
area to grad; and stabilize it after the contributing drainage area has been
properly .stabilized.
8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE ,•,_
STEEL POST
WIRE FENCE
24"
WIRE FENCE
8" DOWN AND 4" FORWARD
ALONG THE TRENCH
PLASTIC OR
WIRE TIES
NATURAL
GROUND
FILTER FABRIC
IFILTER FABRIC
1081 i BACKFILL TRENCH AND
COMPACT THOROUGHLY NATURAL
STEEL POST t_�E_
ROUND
�7c` • •• •.••• •i
o : • • 4„ o • • •
••• • • • • •• 8"
o®••••• • ®• MIN.
®• ®,• •••o••
• • • • 0 • • •
24„®•®®•®®•• ••
T rs 00 a•••••••
INSTALLATION DETAIL OF SEDIMENT FENCE
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
-- 12" MIN.
SPACING TYP.*
.;7/////,
GENERAL NOTES:
36" MIN. SPACING TYP.*
t
1.
LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2.
* DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
r
REQUIREMENTS THAT MUST BE
MET.
OVERLAP
3.
SLOPE SURFACE SHALL BE FREE
IN SLICE
OF ROCKS, SOIL CLODS, STICKS,
ETS STALL
GRASS.HAVE MAT/BLANKETS
A /BLAN
% i"t'
<
SOIL
4,
THE DETAIL SHOWN IS FOR
`.I
SLOPE MATTING. FOR CHANNEL
OR PIPE
SPECIFICATTIIONS,LPLEASENREFER
<''<�'•. "' �
/ AWATER TABLE
� I
TO NCESCPDM STANDARD #6.17
AND MANUFACTURER'S
II /
GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
NOT TO SCALE
EMBANKMENT MATTING DETAIL
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION

C
O
V
v
0
0
U
0
i
0
10
REVISIONS:
i
z
w Q 2017-04-27 ADDRESSED VILLAGE & NCDEQ COMMENTS
J Q 2017-05-17 ADDRESSED UCPW COMMENTS
N
U
U
0-
0
it
590
■
570
C6
r,
INN
_;
■
560 Ln
� /
...M M■■
■■■■■■
■■MMME
�sm-m■■
0
mc
IN
w®
15"
540
I
r
9+75 10+00 11+00 12+00 13+00 14+00 15+00
i
EXISTING
SSMH-3
S�1Tf�1 ry9ER DRIVEWAY /TYP.
A71® AGER \ )
AGEMENT
G, FAC 'A'
.� SEE 'SIP' S E
LIP
ATERAL
•��20' STORMWATER 12
4*
!• , \ ' I ACCESS EASEMENT FFE 576.59
/ • �. \e' PAD 575.92
° 17
FFE 570.01 3/4" IRRIGATION &--n
DOMESTIC DUAL
- -#--
-- - - - - - f PAD 569.34 102 METER TAP (TYP.)
i, 101, oo 00\
20' \
2
^
12, F j •' -.. }-•- -- \-- �- = = .� - -- -- -�.. xO
e SSMH
20' PUBLIC SANITARY \ 1 "�
SEWER EASEMENT \ \ \ \ �-¢---
3 • . I" 0 4" 5CH. 40 PVC \ \ i� \ `� GROUND ELEV.=566.84Goj
SANITARY SEWER WM T.O.P.=564.44 S 2 2_
.� SERVICE WITH V A� WM INV. -564.27 '
21 'G CLEANOUT (TYP)
\ \ \ \' SO T.O.P.=563.77 1
�.
I�� \
5 PUBLIC SD OBV.=563.48 6,
\ SO INV.=560.48
DI -101A `�
.e UTILITY EASEMENT x �J 30" RCP
a� I' 1, 20' UC SANITARY TYP. O\
• SEWER SEMENT
(TYP.) i`., 69.20 LF _
D.B. 67 PG. 0254 / �' 8" SS
q -
� � STORM DRAIN WATERMAIN I .i
) 0 CB -104
CROSSING; SEE SHEET P-2 30" RCP J °a.:; pCq -101A I SSMH-104
20 LF 2" PVC INSIDE 4" / �?
r/ CB -101
.SCHEDULE 40 SLEEVE ! � �' FIR'
1$ )102 . 1$ AS!
.a.i ... ,t • 1' CENTERED t
• .`•°
FFE 571.23 / (SE
PAD 570.56 it ` � FFE 571.23 I PROPOSED 512 LF 2- W L
EXISTING"SS MAIN CB -102 !� % PAD 570.56 13.5' OFF BOC
620 590
16+00
8"
SEWER LIPM MAMMALS
SDR 35 >3' - <10'
SDR 26 >10' - <18'
DIP <3 - >18
�701 1 5401
17+00 18+00 19+
3' MIN. COVER FFE 571.67
MATCH LI lid
12 (HYDRANT TO B.O.V.) PAD 571.00
- -- --,� _ DRIVEWAY (TYP.)
ESSEX HOMES J.rUrd J\R U14 1%. 1f1% U.#A" TJLUQV >• ®`��S �O., �j Lr -r-]- Ivvvv- r- I-JLval��
COMPANY,INC. ® : Q� ` CHECKED BY: TM M
Essex 13310 SOUTII
3436 T® don way_ ® � DRAWN BY: TM M
Homes RIDGE DRIVE suite 110
QUITE 1�i
Charlotte, North Caro 28277 : A • U HORIZ. SCALE: 1 40'
The keyto better living.
NEF'° ;
g` License No.: C-0293 ••,.� ..• 4 a
CHARLOTTE, NC 282"73McA ® � �`y CGpil VERT. SCALE: 1 = 4'
[phone] M sCoxom +,,�
�°°� "� DATE: 05-31-2017
4" SCH. 40 PVC
SANITARY SEWER
SERVICE WITH
CLEANOUT (TYP)
44
IV
SSMH-108
d�7
®,,
5' PUBLIC l ��
UTILITY EASEMENT
(TYP.) FFE 593.89'
WL 1 / PAD 593.22
1.61 o 84.Os LF
SSMH-107 o �• /� 8" SS
0.94
ZALCo 20 LF DIP AT
CB 112 /14� / SD CROSSING
(CENTERED)
GROUND ELEV.=583.23
T.O.P.=580.23
K. i CB -115 WM I =579.73
SD T.O.P.=573.55
7koo /� 23 SD OBV.=573.34
74.79 LF
SO INV.=571.84
8" SS BASEMENT
FFE 588.46
® SSMH 106 r , GARAGE PAD 587.79
BFF 578.46
6
2.81 LF e ,�SEMENT PAD 577.79
s" SS e
DI -116 -- °
I
21 e 22 � e
PROPOSED e BASEMENT \
828 LF 6" W/L \ FFE 578.97 GRAPHIC SCALE
13.5' OFF BOC GARAGE 578.30 40 0 20 40 80
3' MIN. COVER BFF 568.97
(TEE TO HYDRANT) BASEMENT PAD 568.30
1 inch = 40 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
SHEET NO.
CC)"NSTRUCTION PLANS MWADAms
VWAGE OF MARVIN, SANDY RIDGE TOWNSHIP, UNION COUNIY, NORTH CAROLINAPRINT DATE:
Al
CI
13
..
0114
®
ai
In
II
80
16+00
8"
SEWER LIPM MAMMALS
SDR 35 >3' - <10'
SDR 26 >10' - <18'
DIP <3 - >18
�701 1 5401
17+00 18+00 19+
3' MIN. COVER FFE 571.67
MATCH LI lid
12 (HYDRANT TO B.O.V.) PAD 571.00
- -- --,� _ DRIVEWAY (TYP.)
ESSEX HOMES J.rUrd J\R U14 1%. 1f1% U.#A" TJLUQV >• ®`��S �O., �j Lr -r-]- Ivvvv- r- I-JLval��
COMPANY,INC. ® : Q� ` CHECKED BY: TM M
Essex 13310 SOUTII
3436 T® don way_ ® � DRAWN BY: TM M
Homes RIDGE DRIVE suite 110
QUITE 1�i
Charlotte, North Caro 28277 : A • U HORIZ. SCALE: 1 40'
The keyto better living.
NEF'° ;
g` License No.: C-0293 ••,.� ..• 4 a
CHARLOTTE, NC 282"73McA ® � �`y CGpil VERT. SCALE: 1 = 4'
[phone] M sCoxom +,,�
�°°� "� DATE: 05-31-2017
4" SCH. 40 PVC
SANITARY SEWER
SERVICE WITH
CLEANOUT (TYP)
44
IV
SSMH-108
d�7
®,,
5' PUBLIC l ��
UTILITY EASEMENT
(TYP.) FFE 593.89'
WL 1 / PAD 593.22
1.61 o 84.Os LF
SSMH-107 o �• /� 8" SS
0.94
ZALCo 20 LF DIP AT
CB 112 /14� / SD CROSSING
(CENTERED)
GROUND ELEV.=583.23
T.O.P.=580.23
K. i CB -115 WM I =579.73
SD T.O.P.=573.55
7koo /� 23 SD OBV.=573.34
74.79 LF
SO INV.=571.84
8" SS BASEMENT
FFE 588.46
® SSMH 106 r , GARAGE PAD 587.79
BFF 578.46
6
2.81 LF e ,�SEMENT PAD 577.79
s" SS e
DI -116 -- °
I
21 e 22 � e
PROPOSED e BASEMENT \
828 LF 6" W/L \ FFE 578.97 GRAPHIC SCALE
13.5' OFF BOC GARAGE 578.30 40 0 20 40 80
3' MIN. COVER BFF 568.97
(TEE TO HYDRANT) BASEMENT PAD 568.30
1 inch = 40 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
SHEET NO.
CC)"NSTRUCTION PLANS MWADAms
VWAGE OF MARVIN, SANDY RIDGE TOWNSHIP, UNION COUNIY, NORTH CAROLINAPRINT DATE:

;.1
E
U
U
U i
(51' PUBLIC
)
a
o
r° 11
o 42" CRAWL
FIFE 581.61
PAD 580.94
0)LO r/y
SSMH-108
-30
w
N �-
EASEMENT
C) J...
w n
FOM11
C
0
i
0
0
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Uji
2
Q 2017-04-27 ADDRESSED VILLAGE & NCDEQ COMMENTS
s
U a 2017-05-17 ADDRESSED UCPW COMMENTS
U
N
r
R Ole -
TEE TO.G.V.�• •,D 607.91
�.
7 • TO SSMH-111
620 620
0
DRIVE
(51' PUBLIC
)
17 �
FIFE 570.01
PAD 569.34
5' PUBLIC UTILITY
EASEMENT
F
(TYP.)
I
CB -130
93 611
8» SS
i
®
CB -118
51' PUBLIC
PROPOSED
RAW
j
I 828 LF 6" W/L
w
a
24
13.5' OFF BOC
3' MIN. COVER
I
25
(TEE TO HYDRANT)
00
0
n
FIFE 593.89
I
FIFE 599.37
PAD 593.22
EX STIN
PAD 598.70
,°-
3/4" IRRIGATION &
+
GRADE
DOMESTIC DUAL
N
u
METER TAP (TYP.)
610
O
®
610
+
Q
o
H
r
Vy
®_Cq
,.
o0
I
Z
to
1 �
z
600
600
5" CP
CNI [-5C.72
LF "
3VC SS
I I 0)
U) rn
ry
N `-1t0 10
I
110Z
I
590
0
590
0
+
N
r
EX
GRADE
STIN
N
cnIx
II
�
570
1
v
w
610
/C,
GR
DE
®0
0
Uj
w
11
Ln
CN N
Qi 11
"
CP
to
v
15"
RC
h
d'DN
D C
5
.o
i
v
ss
.-
u
/
11 99 ,
15"
RC:)--,,
36"
MIN
8
600
LAS
1
FILL
TO
E PLACED
WERE
o
18
RCiES
2
"
IN.
4"
TE
AL
15
RC
r
24
MI
LF
Q
I
N
N
v
u
to
LO
ou
00z
000,
590
LOT
9
INV
59
.54
�S
_OT 10
61
"
NV. 589.6
II
II
24" MIN.
0
II
L&
I
_
580
N
OD
h
N
II
�
n
>1>
,70
570
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+25
MATCH LINETHIS
SHEETi
IGROUND
ELEV.=606.00
SD INV.=602.02
10 1 CE)I SD B.O.P.=601.85 DRIVEWAY
WM 5' UCPW U'
WM NV.P 600. 835
11 FIFE 610.58
FIFE 599.0$ EASEMENT
GARAGE PAD 598.41 I FIFE 603.42 0(SEE SHEET D-1) PAD 609.91
PAD 602.75
BFF 589.08 1 , FIRE HYDRANT USPS APPROVED CLUSTER
BASEMENT MAILBOX W/ ON -STREET
PAD 588.74 I FIFE 610.58 ASSEMBLY
1 H `-' j�j�] RST DRIVE • (SEE DETAIL 3) PARKING. (5' OFF W/L)
L, PAD 609.91
DRIVEWAY
(TYP.) ' PROPOSED" 6"X2" PLUG PROPOSED SHEET D-3.
(51 PUBLIC /W) 61 LF 2" W/L W/2" T P
I ��vv 401 LF 2" W/L
DIP LATERAL MATCH
5' PUBLIC 51'ROW I 13.5' OFF BOC & 2" V. 13.5' OFF BOC
UTILITY EASEMENT I 24' BOC I ,
DIP LA ERAL 3 MIN. COVER 3 MIN. COVER
CB -119 20' EOP TEE TO H RANTL I SHEET 288.53 LF
(TYP.) RANT 0 B.O.V.
-- -'- o (H T 8" SS
-- --- -- --- C8 1 -
+axMvw
`- _ "§. .0 t «. a ` ..y .++w+. ..�.... , :t ... v....... .ww'+' -. ..'.
ntl .. m ^w,
„v.,W..0 i-• .'m „.«ww+ ju•^ iNi x .I�",. ,k
.,�. .. Ij.«..m.,..' N-w+r `� _
� � � ��
_ .-- - � � as-�i :�_ _:. I- '�.,'' .,•, �,,,, ,,, - _._®.
m a
w.m. t ..:.,..... .. _.:._ ..- .,, .....:c r ...0 ..,. _....,x .....__...:r..aY...n...a ., ... n,.,u..,
t3 I � "
18 RCP __®: I � � .. I 9 5 azar _ �,.. w�,. .�._,.... (.. _ RCP
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0
J
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Uji
2
Q 2017-04-27 ADDRESSED VILLAGE & NCDEQ COMMENTS
s
U a 2017-05-17 ADDRESSED UCPW COMMENTS
U
N
r
R Ole -
TEE TO.G.V.�• •,D 607.91
�.
7 • TO SSMH-111
620 620
0
DRIVE
(51' PUBLIC
)
17 �
FIFE 570.01
PAD 569.34
5' PUBLIC UTILITY
EASEMENT
F
(TYP.)
I
CB -130
93 611
8» SS
i
®
CB -118
51' PUBLIC
PROPOSED
RAW
j
I 828 LF 6" W/L
w
a
24
13.5' OFF BOC
3' MIN. COVER
I
25
(TEE TO HYDRANT)
00
0
n
FIFE 593.89
I
FIFE 599.37
PAD 593.22
EX STIN
PAD 598.70
,°-
3/4" IRRIGATION &
+
GRADE
DOMESTIC DUAL
N
u
METER TAP (TYP.)
610
C
0
i
0
0
J
O
O
REVISIONS:
Uji
2
Q 2017-04-27 ADDRESSED VILLAGE & NCDEQ COMMENTS
s
U a 2017-05-17 ADDRESSED UCPW COMMENTS
U
N
r
R Ole -
TEE TO.G.V.�• •,D 607.91
�.
7 • TO SSMH-111
620 620
0
9+75 10+00
:/-
10+75
580
SEVVYER LINE MATEPJALS
SDR 35 >3' - <10' 1
SDR 26 >10' - <18'
DIP <3 - >18'01,..,,1 N1,
GENERAL OTE
1. UTILITIES INSTALLED IN FILL AREAS MUST HAVE CLASS ONE FILL.
go
MATCHLIN
SHEET�7 SEE
BASEMENT
_
FIFE 612.17
GARAGE PAD 611.50
BFF 602.17
BASEMENT PAD 601.50
3/4" IRRIGATION &
DOMESTIC DUAL
METER TAP (TYP.)
�AL`e
w `Xt 6
9+75 10+00 11+00 11+75
100
0 B-10�
ELMHURST
DRIVE
(51' PUBLIC
)
17 �
FIFE 570.01
PAD 569.34
5' PUBLIC UTILITY
EASEMENT
(TYP.)
I
CB -130
CL
_ - y 11+00�
00
0
EX STIN
+
GRADE
N
u
610
O
®
610
+
Q
o
H
r
Vy
®_Cq
,.
o0
I
Z
to
1 �
z
600
600
5" CP
CNI [-5C.72
LF "
3VC SS
I I 0)
U) rn
M
N `-1t0 10
I
110Z
I
590
0
590
9+75 10+00
:/-
10+75
580
SEVVYER LINE MATEPJALS
SDR 35 >3' - <10' 1
SDR 26 >10' - <18'
DIP <3 - >18'01,..,,1 N1,
GENERAL OTE
1. UTILITIES INSTALLED IN FILL AREAS MUST HAVE CLASS ONE FILL.
go
MATCHLIN
SHEET�7 SEE
BASEMENT
_
FIFE 612.17
GARAGE PAD 611.50
BFF 602.17
BASEMENT PAD 601.50
3/4" IRRIGATION &
DOMESTIC DUAL
METER TAP (TYP.)
�AL`e
w `Xt 6
9+75 10+00 11+00 11+75
100
0 B-10�
ELMHURST
DRIVE
(51' PUBLIC
)
17 �
FIFE 570.01
PAD 569.34
5' PUBLIC UTILITY
EASEMENT
(TYP.)
I
CB -130
CL
_ - y 11+00�
16 �r
ROPOSED FIFE 570.75 /
2 LF 2" W/L PAD 570.08
1 .5' OFF BOC
3' MIN. COVER
(H RANT TO B.O.V.) /
15
e FE 574.67
{ \AD 574.00
h
74
�S H-10
CB- 131-\
14.10 ,.
y``� D 613.43
10 1 ! ✓ 24" RCP _ . _ ®'�.,/ .+
U3-1 Z7* 2' GI V. SS110 6"X6" TEE I
2" CAP CB -128
_wu g
2» TAP °....
� � 1 $0� 72 LF --� Og-_7Z6_._ � -®� � q �-"•-�"m ��� ,
�- CB -120 247.16 LF GROUND ELEV.=604.55
1 7
SSMH-109 WM T.O.P.=601.2 20 LF DIP AT.
8" SS 1 " RC ! 4
WM INV.=600.70 SD CROSSINGGLENWOOD DRIVE'
51'ROW "
I I 1 24' BOC
SD T.O.P.-1600.20- (CENTERED) , a 24" VALLEY CURB AND
5' UCPW UTILITY I
I SD OBV 600.03 - PUBLIC R/ ) GUTTER (TYP.) 20' EOP � 51 U LIC
1 4" SCH. 40 PVC EASEMENT - - �- I
L SD INV.=598.78 "
SANITARY SEWER <�/ FFE 13.92 R/I
SERVICE WITH I GROUND ELEV.=604.00 I ' : i �__._ // PAD 613.25
CLEANOUT (TYP) I WM T.O.P.=601.30 CB -123 �. 15 RCP i/ FE 605.90 FIFE 608.58 I SSMH-112
I 2711 WM INV.=600.80 �µ CB -124 PAD 605.23 PAD 607.91 I O
D DR
26 SD T.O.P.=600.30 ' I 4
I
FIFE 603.42 I FFE 603.11 SSD D BV,= 8088 S H X11L11M551WPUBLIC I (51 R/lf FFE 617.14
PAD 602.44 ®GRAPHIC SCALE PAD 616.47 /
24" VALLEY CURB AND PAD 602.75 GRAPHIC SCALE PROPOSED
GUTTER (TYP.) 40 0 20 40 80 431 LF 6" W/L ATC LI 40 0 20 40 80 2" G.V. & 2" B.O.
13.5' OFF BOC BOTH IN VALVE
(TEEI TOCOVER BOXES
TEE)SEE SHEET C - 1t�
1 inch = 40 ft.
1 inch = 40 ft.
OWNER:
ESSEX
�j j� ��ff
1 x SEX HO ES
1Essex 13310 SOUTH
Homes RIDGE DRIVE l
The key to better living.
SUITE A
CHARLOTTE, NC 28273
MICA DAM,,.j
0a+�je'►e]errl,I" PROJECT NO. LEH-16000
�N CAROB �°
JOHN S ° �` ° / ' FILENAME:
C C.®®°'FESS®° LEH-®16000-P1--SEWER
• CHECKED BY:
'°Q SEA TMM
3436 To Clon Way - DRAWN BY:
Suite 110 04 TMM_
Charlotte, North Carolina, 28277��� : ;F` � : ' eHORIZ. SCALE: 1 J)- 40'
License No.: C-0293 9 °
' ° • ° � o` VERT. SCALE: 1,� r 4)
[phone] ® McAdamsCo.com
Art, %w eIt,°,e 11 3 1a DATE: 05-31-2017
�0 w SO0
SEWER N
8THRU STA. 26+10
SEWER i
SEVIE..

620
610
.o@
0 0
00
+�6Ci
o
IIII o
Qftt<�
590
5
580
NEESE
mB ANO
■fom■■■
n
(D
/ I
/ EX1. TIN
GRAD
620
610
600
590
580
GENERAL NOTE
1. UTILITIES INSTALLED IN FILL AREAS MUST HAVE CLASS ONE FILL.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
GLENWOODIDRIVE
\,STATION 10+00i-
7
,
I '
I I I I 27 CB -122 CB -121 L./ I
FIRE HYDRANTI
ASSEMBLY ADA RAMP
I I \ I SIDEWALK AND UTILITY n rr » (TYP.) / r
v I , I 5 MULCH TRAIL 6 PVC W L
o \ 6x6 TEE ,° 24 VALLEY'''®,.
I I I I EASEMENT �, CURB AND MAIL KIOSK AND �.0 CE)
(2) 6' GV&B
' \ ON STREET PARKING
Y I �♦ ,°; ,� GUTTER (TYP.) - 12
5 CON RETE SIDEWALK _
FOR IRRIGATION SERVICE \ \ ®,,-� 7' PLANTING STRIP CB -123 � I
NQ I� I Iqq1
1 WATER METER AND
I I ��• �'
R2Op.0g0q � 8 SS �e I �CB 125 .
�— uC
B —127
BACKFLOW PREVETOR S11'05'02"�, R -200.00 S12 E
850.5'
272.14' 24.25' CB -128B -12426 C
*.
o 1 SIDEWALK AND UTILITY
9 ° EASEMENT - - -
�.
r I I I 1 --�""`t #i, _.. �� i- w•g g pit "'"3IJiaeg! w- E
I
/ „ ,sq^'"%"µ �.. '�
•� -4-1-a-• — H 11 g'
I v FES -200 i ao �z. , x' i ®�
UNDERGROUND UTILITIES I =
ttw. I \ SCHPVC
1, r 11 TO BE COORDINATED
CB201 6TYPE "K" COPPER SANITARY SEWER (51 C R!) WITH UTILITY COMPANIES
1.3 0DOMESTIC WATER e
:, SERVICE WITH _
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I 100.0' EXTERIOR PERIMETER 40 0 20 40 80
I /
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/ /
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e I I I
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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IGH
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N
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u
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1
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1
50.
2 L
8"
VC
SS
/ I
/ EX1. TIN
GRAD
620
610
600
590
580
GENERAL NOTE
1. UTILITIES INSTALLED IN FILL AREAS MUST HAVE CLASS ONE FILL.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
GLENWOODIDRIVE
\,STATION 10+00i-
7
,
I '
I I I I 27 CB -122 CB -121 L./ I
FIRE HYDRANTI
ASSEMBLY ADA RAMP
I I \ I SIDEWALK AND UTILITY n rr » (TYP.) / r
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o \ 6x6 TEE ,° 24 VALLEY'''®,.
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' \ ON STREET PARKING
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5 CON RETE SIDEWALK _
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GENERAL BITE
1. UTILITIES INSTALLED IN FILL AREAS MUST HAVE CLASS ONE FILL.
620
600 620
EXI TIN
W
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57E.02
LOW
P0TRT­­S1W--�71B3+
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69
1
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10+00
11+00 12+00
13+00
14+00 15+00 16+00
17+00 18+00
19+00 20+00 21+00 22+00
20
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��
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27
26
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24
1 "
4 SCH. 40 PVC
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1 SSMH-104
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WITH UTILITY COMPANIES\s
;c C- w
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SERVICE WITH
FIRE HYDRANT I WATER METER
15 ASSEMBLY I I
t t
8
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t CB -114
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I WITH UTILITY COMPANIES
\
10
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SERVICE WITH
WATER METER
i� . , C6-114
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F'I�ELIIO'IINAF�Y Dit��1'INC - NOZ �,EL�ASEIi I
REVISIONS:
Q 2017-04-27 ADDRESSED VILLAGE & NCDEO COMMENTS
OWNER
e 5
Ae� d PROJECT NO. LEH-16000
R
THE JCS ®. . ......... FILEPIAME: LEH-16000—'P2_"ROA®
ESSEX 11 1V1 tJ C ' C. a =®°4®� /o y®° ' CHECKED BY:
1331® SOUTH TMM PLAN & PROFILE
5436 T® Cl()Tl :�� v ® 1 a DRAWN BY: TM M
RIDGE DRIVE Suite 110 ELMIURST DRIVE
28277 "° 4a °vim: HORIz. SCALE: 1f
0�y
�'�'®4J
,. The ke to better livin
y
SUITE 1�
Charlotte,
North Caro : -� ;F _
®'A �G`�°'.� 0' 1 4d
License No.: C-0288 9
r�� °° °C®�e VERT. SCALE:
'f'
e a
®F'
r�,r�
Y C� ®ry A
CHARLOTTE, NC 28273 MCADAMS(800)
19� _ 4y
753-5646 11� a1Ta3C®.CCim!
°°°l��un�i°�e0okL r0 I , DATE: nr% —'41 _ 7111
%
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610
600
mom
580
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REVISIONS:
i
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r
w
� 2, 2017-05-09 ADDRESSED NCDOT COMMENTS
s
N
U
O
0
1+00
0 1+00
500' LINE OF
SIGHT
Entrance Line Sight
2+00 3+00 4+00 5+00
'B"' OIN""00" GROVE C'twI'wUR
EXI TIN(, GR DE
TO REM IN
IC) Of W ID N In P° t0 1(i 10 O IA If1 N
O M� t0 0e�)• N N Ir O M O 10 t0 O v O
to Ln ui
CD 0D Do OD Go
6+00 7+00 8+00 9+00
Ir I ROAD
610
11 600
w
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'590
ARTHUR T. MOTT
TRUSTEE
ZONED (UNION): R-40
DB 6255, PG 204
PIN 06166023
IEXISTING -- --�"
BONDS GROVE CHURCH ROAD
®�3
(VARIABLE PUBLIC R/W)
LjW
OF
—JB -204— �. rn
INE
a_
_ w - 7+0o -4'+0
500 SIGHT
L
_ a -- _ ---- 6+00 /
2+00
0 4+00 O-
_,_e,. -®• � PROPOSED RIGHT-OF-WAY � � " • • •+ • jor r•-..
STOP BAR (TYP.) TO BE DEDICATED ALONG
56.76' of 18" Reinforced Concrete ® 1.32% PROPERTY FRONTAGE 35'
PROPOSED RIGHT-OF-WAYFROM CL /
TO BE DEDICATED ALONG 60 DRIVER'S EYE
PROPERTY FRONTAGE 35' r
FROM CL
FES -203 _'-,�- ��/z
FES -200
36.85 of 42 Reinforced Concrete @ 0.68% k
22.61' of 42" Reinforced Concrete ®7.08%
CB -201 • �, : /rr �x�"'�a�"s,�� * �2� �T� „s y�ra��'„� j ate
/ • / ���?. t „x.21 F�; :., ''S � ''� i {'� i f�,r rs ?�° r ,: # -
44.52' of 42" Reinforced Concrete ® 0.65%
CB -202 1 • ,nt ?: ,xriu"�r3n rs' yP 'azk r"i's7 st r^s"'k kyyA �i 'f?JYr a;1
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PASSIVE /' •• /"� ;^ �� ihrymati�t� ,,?x� aTz:���a,��zt x ,�,+#ra & � , �ar�� a�c�+",, ���c �i
ARK AREA
:. &'`2.� .{'', ru 1� t s .s ,• � nu:.. �'7 � a b � fat a y
' \ � ✓u 3 �,;,� y�»� � �,�r,+. �.�r ,v x�r�C fs .: �„ ��},s .ry5{ ,�". iw ? C % s�y a
vt � � �C3'.a ;- w -yr'; iF�'4"�a �.�, a� ra T� � � +rx��� „. y� OSx v'�*re•"�;''r n ���s,��" �,z` �""* `r' a
,x;. z r.�, .�,`�' ��,� � 3 a�� £" � `'� Stix. '•Tg �" >: � � r z s: �
�, � I " I • ' a` •• '� ice' � T.a ,; s� a � �� . i
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POCKET PARK I I s, of :s 1xp ? fit ;c bx a1
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(3ENERAL NOTES: I . °ryp, • �� -® \ .
1. OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES LOCATED WITHIN THE SIGHT LINE.
PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR TO TREE REMOVAL "`���•••
FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT FULLY REMOVED, AN
EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. 51 _,a
2. ALL CURB AND GUTTER WITHIN NCDOT ROW MUST BE SET ON 6" ABC OR 5" OF 1325.013
OR C. QY q
0 p
GRAPHIC SCALE
40 0 20 40 80
6m 1111111111 111,111111
1 inch = 40 ft.
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
®�0►a11i1U,o PROJECT N0.I cu__I�nnn SHEET NO. p .�
Loym, -1 RYMA01 30,
W
Essex
f ,
"
Hom�e�
s
'
The key to better living.
0 p
GRAPHIC SCALE
40 0 20 40 80
6m 1111111111 111,111111
1 inch = 40 ft.
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
®�0►a11i1U,o PROJECT N0.I cu__I�nnn SHEET NO. p .�
Loym, -1 RYMA01 30,

ARTHUR T. MOTT '
DB 6222, PG. 180
ARTHUR T. MOTT Jo—
DB 6255, PG 204
PIN 06186021 PIN 06136023 1
a S
BONDS GROVE
y
ROAD s— X
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y �m T NA�CE' ASS' PER NC I��i� [ LEPNO" 335 q "•;I/;,, 341
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0 4211•G2 431 447;44 `
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45
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: I
I
348 , ^",'
4 WOODEN FENCE W/ — 5oa
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METAL LATE v
354 503
353 �/,I5,356514 C3 }231 I
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'575 %,,, 507 j 320 I
p „ ; Q 574
357 t„ I X51 I
z Cr512) g '
x,359 NON—JURISDICTIONAL DRAINED POND AREA :511 z
x
l
x C \
WETLAND E
z I E NOTE
m a 6 ;575 " I SEN I
360R'/;F /lt
g
560 r„�; _ WAND AREA
317
=559 SEENOTE 6 ' j .3 1 36 r;4- I
`�
! 572
/;, G' 366;
561. ja 5/0 569 = 568 %1, . 316 l
�J 62 364; 9� '1'} 367
563; xx x---x-x--x—� -365` 3 All, �".A°- 521,:
/ (( SEASONAL RPW
x �I 1„ ,O'�L 7r c_52
2 E NOT
36$ '
.` /r369 91 37 519 SES AE 619
318 SEASONAL RPW
566 _>x x 1, STREAM'
576 l ,5$7 ” \ ;_ 9 374ti+;,,375 X517 G/� j/r SEE NOTE 6 f
I
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580.,1'
995
579 ; 591 37
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A
EENOTE6
x381 /,382 58139W280l 279,_11582 �� �11 jLx-x-x-xx—x-xCONCRETE SECTION 532583DRIVEWAY 278 48258 4' BARBED WIRE FENCE OF 312x 386-
” 288
;ov 3
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x c 5441 ° ov 1: 2i 7 = 247 o
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PLIitiIIN�RY DRAWINGS - N0'I' RELEASED Falx CONS'ITUCTION
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—1---

LEGEND
O EXISTING REBAR
A CALCULATED POINT
UTILITY POLE TREE INDEX
LIGHT POLE NUMBER SIZE TREE TYPE I
QE ELECTRIC BOX/METER
© TELEPHONE PEDESTAL
El DROP INLET
Q SANITARY SEWER MANHOLE
(9 SANITARY SEWER CLEANOUT
Q GAS METER
(� WELL
FA Cl HVAC.
* >k
SURVEYED LINE 13 24" 9AK
INE NOT
SUR EY D
--- - --- V E
L
40
ou OVERHEAD UTILITY LINE
- SD STORM DRAIN
ss SANITARY SEWER LINE
x- -- FENCE LINE
22
DECIDUOUS TREE
CONIFEROUS TREE 12" OAK
DECIDUOUS TREE LARGER THAN 24" >k 29 25 OAK
31
P
\\,1�I
CONIFEROUS TREE LARGER THAN 24"
APLE38 14 OAK it
>k * 39 30OAK
40 34 Or NK I
41 24 OAK -1
174 PINE
54 15 CEDAR I
Ge
I
56 13 OAK it
57 12 MAPLE *:
�k #
G/I- I
273
1V
12
1111
ELM
274
16
MAPLE
275
18
MAPLE
276
16
MAPLE
277
16
MAPLE
278
15
MAPLE
279
1) -
24
1 C.
MAPLE
LA A01 t:-
_
*
TREE INDEX
NUMBER
I SIZE TREE TYPE
5'11
12" & GREATER
402
TREES 12" --- 17"
368.
TREES 18" - 23"
95
TREES 24" +
48
303
13 CEDAR
304
21
PINE
305
12
ELM
306
15
PINE
307
.18
PINE
308
12 CEDAR
-,
03
414
15 PINE
415
12 PINE
416
311
20
OAK
12
13
OAK
313
13 MAPLE
314
14
OAK
315
16
OAK
316
16
OAK
317.
34
OAK
318
18
OAK
319
13 MAPLE
320
14
OAK
321
17
QAK
322
17
PINE
323
15
OAK
324
13
OAK
325
12`
OAK
326
12
PINE
327
24
PINE
328
15
PINE
329
18
PINE
330
18
PINE
331
21
PINE
332
15
PINE.
333
13'
PINE
334
16
PINE
335
12
PINE
336
16
PINE
337
13'
PIN`— E
338
T7—
INE
15 PINE
12
PINE
340
21
PINE
341
13
PINE
342
13
PINE_
343
24
PINE
344
20
PIN"- E
345
2_
PINE '
346
14'
PINE
347
14""PINE
8 MAPLE
348
14
PINE� -
349
12
PINE
350
8
PINE
351
12
PINE
352
10
PINE
353
10
PINE
354
12'
PINE
355
13
PINE
356
13
PINE
357
8 CEDAR TRI
358
10
CEDAR
359
8
ELM
360
18
PINE
361
18
PINE
362
15
PINE
363
12
PINE
364
15
PINE
365
2O
PINE
366
18
PINE
367
15
PINE
368
18
PINE
369
20
PINE
370
22
rTlTIE
371
20
PINE
372
20
PINE
373
12
PINE
374
20'
PINE
375
18
PINE
376
18PINE
377
22
PINE
378
18
PINE
1-€3--P
n
PINE
3Fr
382
0
r�I�JE-
;§-
-
RIP
385
15
PINE
386
12
PINE
387
22
PINE
388
15
PINE
389
18
PINE.
390
15
PINE
391
10
PINE
392
10
PINE
393
18
PINE
394
15
PINE
395
18
PINE
PI
398
18
PINE
399
18
PINE
400
20
PIN"—N E
CANOPY TREES
TOTAL CANOPY TREES
NUMBER
TO BE REMOVED
5'11
12" & GREATER
402
TREES 12" --- 17"
368.
TREES 18" - 23"
95
TREES 24" +
48
TREES MITIGATED
368 x 1 = 368
12" - 17"
3" CALIPER CANOPY
TREES MITIGATED
95 x 2 = `190
-
18" 23"
4" CALIPER CANOPY
TREES MITIGATED
48 x 2 r 96
24" & GREATER
6" CALIPER
TOTAL CANOPY
65,E
TREES MITIGATED
413
Im
TREE INDEX
NUMBER
- SIZE TREE TYPE
401
15 PINE'
402
18 PINE
403
18". PINE
404
15 PINE
405
12 PINE
406
20 PINE
407
15 .PINE
408
12 PINE
409
15 PINE
410
10 PINE
411
1 15 PINE
412
1$ PINE
413
18 PINE
414
15 PINE
415
12 PINE
416
122" PINE
417
u 12`PIN
418
15 PINE
419
18 PINE
420
12 PINE
421
20 PINE
422
15 PINE
423
1$ PINE
424
10 PINE
425
18 PINE
426
12 PINE
42720
PINE
428
18 PINE
429
18 PINE
430
18 PINE
431
18 PINE
432
18 PINE
433
24 PINE
434
18 PINE
435
12 PINE
436
15 PINE
437
18 PINE
438
18 PINE
439
15 PINE
440
18 PINE
441
15 CEDAR
442
10 CEDAR
443
7 MAPLE
444
8 ELM X2
445
8 MAPLE
446
8 MAPLE
447
10 MAPLE
448
8 MAPLE
449
8 MAPLE
450
8 MAPLE
451
18 PINE
452
8 CEDAR
453
10 MAPLE
454
15 CEDAR
455
10 CEDAR
456
12 CEDAR
457
15 PINE
458
12 MAPLE DBL
459
10 PINE
460
10 MAPLE
461
10 OAK
462
15 MAPLE.
463
12 MAPLE
464
8 MAPLE
465
8 CEDAR
466
12 MAPLE .
467
$ MAPLE
468
8 OAK
469
8 MAPLE DBL
470
8 MAPLE
471
8 MAPLE.
472
10 CEDAR DBL
473
36 OAK
474
15 PINE
475
15 PINE
476
20 PINE
477
18 OAK
478
18 OAK
479
18 OAK
480
12 CEDAR
481
10 CEDAR
48L
8 CEDAR
483
10 CEDAR
484
10 OAK
485
10 CEDAR
486
12 CEDAR
487
15 OAK
488
10 CEDAR
489
1U CEDAR
490
10 CEDAR
1 491
44 OAK
492
8 CEDAR
1< 493
24 OAK
1 494
24 MAPLE
495
15 MAPLE
496
15 OAK
497
48 OAK
498
12 CEDAR
499
10 CEDAR
500
10 ELM
Im
*CANOPY TREE LARGER ' THAN 24"
UNDERSTORY TREE LARGER THAN 10"
I
TREE INDEX
TREE INDEX
NUMBER
SIN TREE TYPE
501
12'r ELM
50212
ELM
503
8 OAK DBL
504
8 OAK DBL
505
10 PINE
506
8 PINE DBL
507
8' PINE
508
8 PINE DBL
509
8 PINE
510
10 MAPLE
511
12 CEDAR TRI
512
12 MAPLE
513
12 MAPLE
514
$ OAK
515
12 PINE
516
12 MAPLE
517
10 MAPLE DBL
518
10CEDAR
519
15 MAPLE
520
12 HICKORY
521.
12 CEDAR
522
42 OAK
523
'15 .MAPLE
524
24 OAK
525
8 DOGWOOD TRI
526
6 CREPE MYRTLE
527
6 CREPE MYRTLE
528
6 CREPE MYRTLE
529
18 OAK
530
15 PINE
531
127PINE
732
:w PRE
733
12 MAPLE
16
6 PINE
735
6 OAK
736
15 HICKORY
537
15 PINE
538
8 PINE
539
12 PINEM
540
18 PINE
741
642
742
RNE
743
40" PIKN,E
744
18". OAK
745
15 OAK
746
RNE
747
8 OAK
748
15 OAK
749
10 OAK
66e
24, nlM
12 MAPLE
652
10 MAPLE
653
663I
654
12 MAPLE
I
10 .MAPLE
I I
10 MAPLE
657
557
10 W.CEDAR DBL
8 MAPLE
659
559
8 CEDAR
560
12 CEDAR
561
15 CEDAR
562
B.CEDAR DBL
563
12 CEDAR
564
12 CEDAR
565
8 CEDAR
566
8 CEDAR
567.
8 CEDAR
568
15 MAPLE
569
10 PINE TRI
570
12",PINE
571
8 PINE
572
10 PINE DBL
573
15 PINE
574
12 HICKORY TRI
575
8 HICKORY DBL
576
8 CEDAR
k 577
15 CEDAR
k 578
18 CEDAR
k 579
12 CEDAR
k 580
12 CEDAR
581
10 CEDAR
582
10 CEDAR
583
12 OAK
I< '584
15 CEDAR
I< 585
18 CEDAR DBL
586
12 HICKORY
K 587
15 CEDAR DBL
588
10 HICKORY
589
20 OAK
590
12 OAK
591
15 OAK
1C 592
18 CEDAR
593
T2 -w -CEDAR
594
8 -HICKORY
595
10 CEDAR DBL
596
12 OAK
597
12 OAK
598
8 CEDAR
599
8 CEDAR
600
8 CEDAR
*CANOPY TREE LARGER ' THAN 24"
UNDERSTORY TREE LARGER THAN 10"
I
TREE INDEX
NUMBER
SIZE TREE TYPE
601
10' CEDAR
602
12 OAK
603
12 OAK
604
18 OAK
605
8: MAPLE
606
8 OAK
607
10 MAPLE
608
B OAK
609
10 DOGWOOD
610
10 PINE
611
12 DOGWOOD TRI
612
.10 MAPLE
613
12 MAPLE
614
18 PINE
616
715
6 MAPLE
7.16
6 MAPLE
717
15 MAPLE
718
15 OAK
719
10 OAK
720
6 MAPLE
12" MIAPLE
8 OAK
1711 WA
6 OAK
723
12 OAK
724
8 OAK
16 oAk
6 MAPLE
i 95, OAK
8 MAPLE
727
,no
pwr
15 OAK
729
63G-
19" MAPLE
15 OAK
731
6 MAPLE
732
8 HICKORY:
733
12 MAPLE
16
6 PINE
735
6 OAK
736
15 HICKORY
i 8" (91611Ki
. 12 OAK
738
12 'HICKORY
G" PINEL
15 OAK
740
18 HICKORY
741
642
742
18 HICKORY
743
10 HICKORY
744
18". OAK
745
15 OAK
746
15 HICKORY
747
8 OAK
748
15 OAK
749
10 OAK
750
651
12 MAPLE
652
10 MAPLE
653
15 PINE
654
12 MAPLE
655
10 .MAPLE
656
10 MAPLE
657
10 MAPLE
658
8 MAPLE
659
15 OAK
660
8 OAK T
661
12 OA'r K T'
662
10 OAK
663
8 OAK
664
12 PINE
665
8 OAK
666
15 PINE
667
8 OAK
668
14 PINE
669
8' --PINE
670
10 OAK
671'.
8 CEDAR
672
18 CEDAR
673.
6 CEDAR
674
8 OAK
675
12 PINE
676
10 OA`� K -
677
7 PINE
678
12 PINE
679
6 OAK
680.CEDAR
10----------w-
681
8 OAK
682
10 MAPLE
683
12.CEDAR
684
12 OAK
685
12 PINE
686
12 PINE
687
10 OAK .
688
10 OAK
689
'10 OAK
690
9 POPLAR
691
10 OAK
692
6 OAK
693
8 MAPLE
694
6 OAK
695
10 OAK
696
6 OAK
697
6 OAK
698
8 OAK
699
15 MAPLE
700
15 MAPLE
UNDERSTORY TREES
TOTAL UNDESTORY
NUMBER
TREES TO BE REMOVED
1
4" & GREATER
702
TREES 4" - 17"
703
TREES 18" 23"
1
TREES 24" +
705
TREES MITIGATED
1 x 1 - 1
2" CALIPER UNDERSTORY
4" - 17"
707
TOTAL CANOPY
1
TREES MITIGATED
709
�C
I
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TREE INDEX
NUMBER
SIZE TREE TYPE
701
8` M P E
702
10 MAPLE
703
15 OAK
704
10 OAK
705
10 OAK
706
1 8 OAK
707
8 OAK
708
$ MAPLE
709
10 OAK
710
10 OAK
711
12 OAK
712
12 OAK
713.
$ OAK
714
6 OAK
715
6 MAPLE
7.16
6 MAPLE
717
15 MAPLE
718
15 OAK
719
10 OAK
720
6 MAPLE
721
8 OAK
722
6 OAK
723
12 OAK
724
8 OAK
725
6 MAPLE
726
8 MAPLE
727
12 MAPLE
728.
15 OAK
729
12 HICKORY
730
15 OAK
731
6 MAPLE
732
8 HICKORY:
733
12 MAPLE
734
6 PINE
735
6 OAK
736
15 HICKORY
737'
. 12 OAK
738
12 'HICKORY
739
15 OAK
740
18 HICKORY
741
10 OAK
742
18 HICKORY
743
10 HICKORY
744
18". OAK
745
15 OAK
746
15 HICKORY
747
8 OAK
748
15 OAK
749
10 OAK
750
8 OAK
751
18 OAK
752
15 OAK
753
18. HICKORY
754
8 CEDAR
755
6 PINE
756
6 CEDAR
757
8 PINE
758
6 CEDAR
759
6 PINE
760
12 HICKORY
761
12 PINE
762
. 12 PINE
763
13 PINE
764
6w—CE—DAR
765
8 PINE
766
13 CEDAR
770
77�
12
776
k778
786
12" OAK
784
19 oAl"
14 OAR
0 AK
1
q96
18" OAK
A 11
Ag
18" OAK
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L_. �_�._�_.
y,

j
I
� I
. . .
I
.
I
�� __ - —_ - --.---
1.01, . I
I . � I
�
. I . .
I I .
.
� . �
S OR TABLE OF TREES, TYPES, AND SIZES AS WELL AS THE MITIGATION
I .
.
TABLE. . . .
2. TREES SHOWN TO BE SAVED, PLANTED, OR MITIGATED ARE SUBJECT TO CHANCE BASED .
�
. I . I
. I UPON FINAL ENGINEERING
3� STREET -FREES AND LOT TREES TO COUNT TOWARDS MITIGATION REPLACEMENT TREES
I AFTER INFERIOR AND EXTERIOR CONSERVATION AREA PLANNING REQUIREMENTS ARE MET.
4. NO.SOIL DISTURBANCE, FILLING, COMPACTING OR MATERIAL STORAGE SHALL OCCUR
.WITHIN TREE PROTECTION AREAS. 1
5, NEW AND REPLACED CANOPY TREES SHALL BE A MINIMUM OF OF THREE-INCH CALIPER
AND HAVE A MINIMUM HEIGHT OF TEN FEET FROM THE GROUND SURFACE AT THE TIME.
OF PLANTING.
. 6. NEW AND REPLACEMENT UNDERSTORY 'FREES SHALL BE A MINIMUM TWO-INCH CALIPER
. AND HAVE MINIMUM HEIGHT OF EIGHT FEET FROM THE GROUND SURFACE AT THE, TIME OF
PLANTING.
. 7. NO TREES EXCEPT UNDERSTORY TREES SHALL BE PLANTED WHERE OVERHEAD POWER
DISTRIBUTION LINES INTERFERE WITH NORMAL GROWTH. 1
8, FOR STREET TREES, CANOPY SPECIES ARE TO BE PLANTED AT A RATE OF ONE TREE
� PER FORTY (40) LINEAR FEET OR ROAD FRONTAGE AND UNDERSTORY SPECIES AT THIRTY
(30), LINEAR FEET OF ROAD FRONTAGE, . 1
9. STREET TREES SHALL BE A MINIMUM OF FOUR .FEET AND A MAXIMUM OF 12 FEET FROM
THE EDGE OF RIGHT-OF-WAY ON PRIVATE PROPERTY, � I
10. PLANTING PLANS SHOWING SPECIES, VARIETIES, SIZE AND ,QUANTITIES TO BE PROVIDED
. DURING THE CONSTRUCTION . DOCUMENT,PHASE. .
11. STREET TREES SHALL BE SPACED 40' ON CENTER AS SHOWN AND SPECIES SHALL BE
I
. APPROVED 13Y THE VILLAGE OF MARVIN . �
� 12. TWO CANOPY TREES SHALL BE PROVIDED IN THE REAR YARD OF EACH LOT AS SHOWN.
,SPECIES SHALL BE APPROVED BY THE VILLAGE OF MARVIN. . I I
�
I
.
I
.
�
. I I �
I
I
.
�
. -
____
I . -
. .. ____
—,--
TOTAL CANO Y -FREES
- -_
. .
TO BE REMOVED
.511 .
. GE
I
.
_____
TREES 12" - 17". �
---.---
368 1 .
TREES 18" - 23" .
95
1
48 . I �
___
__________ ....... _,________
TREES MITIGATED
— ___
—_ ---
370 x 1 = 368 1
12" - 17�'
. � 3" CALIPER CANOPY �
____
,,FREES MITIGATED
______ I
.
18" - 23", .
4" CALIPER CANOPY �
. . _____
— .
.
.
T
.
;
6" CALIPER .-
__
REQUIRED CANOPY
- —
654 .
rREES MITIGATED
I
.1
. — —
----------
. I � I
. I .
- —
_­_
TOTAL UNDESTORY
..
—_
.
TREES TO BE REMOVED
. 1 . .
4" & GREATER ,
I
. . I I
. � —
. .
___
TREE�S 18" -'23"
1 1 1
.
1
.
—
__ I —
TREES MITIGATED .
.
1 x 1 = 1 .
2" CALIPER UNDERSTORY
4" - 17 11 .
. .
__
.
­ -
'i . �EQUIRED
I
____ .
UNDERS .
I . .
� �
1
TREES MITIGATED
I . � �
__
-,----, .
I � .
. I .
PROVIDED TREES '
-.---- --------
. I
PROVIDED CANOPY
. I -,--
. 656 CANOPY TREES
TREES
I
__ ____
I . .
__.-
ORY
______ ___ ...... -
, .
TREES
. I
. . __
1 UNDERSTORY TREES.
I -
I . . .
.
I
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.
. I "I 1,
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GENERAL NOTES
CONSTRUCTION SEQUENCE
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN
1.
PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN "APPROVAL
ENGINEER'S ATTENTION IMMEDIATELY.
TO CONSTRUCT" FROM THE NCDEMLR AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES (E.G. 404
/ 401 PERMITS)
2. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON-SITE GEOTECHNICAL
ENGINEER THAT THE PROJECT WAS CONSTRUCTED PER THE APPROVED PLANS. IT IS THE RESPONSIBILITY OF THE
2.
INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL
CONTRACTOR TO COORDINATE WITH THE ON-SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH
PLAN. THE CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES
THAT THE ON-SITE GEOTECHNICAL ENGINEER CAN CERTIFY THE CONSTRUCTION.
THROUGHOUT THE ENTIRE PROJECT, AS REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION
CONTROL INSPECTOR, AS REQUIRED BY GOVERNING AGENCIES, PRIOR TO ANY CLEARING.
3. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER
THE DETAILS AND SPECIFICATIONS SHOWN IN THESE DRAWINGS. SOILS COMPACTION AND OTHER MISCELLANEOUS
3.
CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION.A LL TREES AND THEIR ENTIRE
DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE RECOMMENDATIONS OF THE ON --SITE GEOTECHNICAL
ROOT SYSTEMS MUST BE REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL
ENGINEER. HOWEVER, PRIOR TQ IMPLEMENTATION, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION
MATERIAL. THE BACKFILLED AREAS SHALL BE COMPACTED TO THE SAME STANDARDS AS THE DAM EMBANKMENT.
FROM THESE DESIGN DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION.
THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO A SUITABLE DEPTH AS DIRECTED BY THE
ON-SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL SCARIFIED TO
4. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING PLAN/SCHEDULE.
PROMOTE BONDING OF THE NEW EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE DAM
PLEASE NOTE THAT NO TREES/SHRUBS OF ANY TYPE MAY BE PLANTED ON THE PROPOSED DAM EMBANKMENT
OR KEY TRENCH UNTIL APPROVAL OF THE DAM SUBGRADE / TRENCH IS OBTAINED FROM THE ON-SITE
(FILL AREAS).
GEOTECHNICAL ENGINEER.
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER MANAGEMENT FACILITY MAY BE USED AS A
4•
EXCAVATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT. THE TRENCH
SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. IF SO, THE CONTRACTOR SHALL FOLLOW THE GENERAL
SHALL EXTEND A MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE 30"0 RCP OUTLET BARREL AND
CONSTRUCTION SEQUENCE BELOW:
SHALL HAVE A MINIMUM BOTTOM WIDTH OF 10 FEET. THE KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1
(H: V). THE KEY TRENCH SHALL BE COMPACTED TO THE SAME SPECIFICATION LISTED IN ITEM 4 OF THE SECTION
5.1. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, DAM, ETC.)
TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." DEPENDING UPON ON-SITE SOIL CONDITIONS ENCOUNTERED
WITH THE EXCEPTION OF THE INTERIOR FINE GRADING FOR THE FACILITY. THE INTERIOR FINE GRADING WILL
DURING EXCAVATION, THE ON-SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS OF THE KEY
BE CONSTRUCTED ONCE THE EROSION CONTROL PHASE IS COMPLETE.
TRENCH AS DEEMED NECESSARY. THE ON-SITE GEOTECHNICAL ENGINEER SHALL RETAIN DOCUMENTATION OF ANY
5.2. THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) SHALL BE CONNECTED TO THE PERMANENT 8.0 DIP
VARIATION FOR FUTURE AS -BUILT SUBMITTALS TO THE CITY OF DURHAM.
DRAIN PIPE.
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR APPROVES THE
5.
BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH. THE KEY TRENCH SHALL BE COMPACTED TO THE
REMOVAL OF THE SEDIMENT BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER
SPECIFICATIONS LISTED ITEM 4 OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." THE KEY
(OR SKIMMER) AND CLEAN-OUT THE BASIN. ALL SEDIMENT, TRASH, ETC. SHALL BE DISPOSED OF PROPERLY
TRENCH SHALL BE TESTED PER THE SPECIFICATIONS LISTED IN THAT SECTION.
(I.E.- PLACED IN A LANDFILL) AND NOT STOCKPILED !N AN AREA WHERE WATER QUALITY COULD BE
AD
A AFFECTED.
6.
PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPES SHOULD BE EVALUATED BY THE
5.4. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL
ON-SITE GEOTECHNICAL ENGINEER TO ASSESS WHETHER SUITABLE BEARING CONDITIONS EXIST AT THE SUBGRADE
CONSTRUCT THE INTERIOR GRADING SHOWN ON THIS SHEET.
LEVEL. SHOULD SOFT OR OTHERWISE UNSUITABLE CONDITIONS BE ENCOUNTERED ALONG THE PIPE ALIGNMENTS,
5.5. ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN ON-SITE INSPECTION AND AN
THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE UNDERCUT
AS -BUILT SURVEY PRIOR TO INSTALLATION OF THE STORMWATER MANAGEMENT FACILITY PLANTS. IF THE
MATERIALS SHALL BE REPLACED WITH ADEQUATELY COMPACTED STRUCTURAL FILL, LEAN CONCRETE OR FLOWABLE
CONTRACTOR PLANTS THE PROPOSED VEGETATION PRIOR TO AN AS -BUILT SURVEY (AND SUBSEQUENT
FILL AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER.
APPROVAL), ANY CHANGES TO THE GRADING / RE -PLANTING OF PLANTS WILL BE AT THE CONTRACTOR'S
7.
IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION DUE TO EXPOSURE, RAINFALL, SEEPAGE,
5.6. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE
AND RUNOFF) BEFORE THE CRADLE CAN BE POURED, IT IS STRONGLY RECOMMENDED THAT A 3" TO 4" THICK
PROPOSED STORMWATER MANAGEMENT FACILITY PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THE
CONCRETE MUD MAT BE POURED OVER THE SUBGRADE ONCE IT IS APPROVED BY THE ON-SITE GEOTECHNICAL
FACILITY. AFTER COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LETTER TO
ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE BLOCKS THAT TEMPORARILY SUPPORT THE
THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER THE APPROVED STORMWATER
SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE PIPE PROPOSED
MANAGEMENT FACILITY PLANTING PLAN.
BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN R. MCADAMS COMPANY FOR REVIEW.
6. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING. (SEEDING) ON THE DAM EMBANKMENT ONCE
8.
BEGIN CONSTRUCTION OF THE NEW EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8" THICK LIFTS
FINAL GRADES (AS SHOWN ON .THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO
PRIOR TO COMPACTION, UNLESS DIRECTED OTHERWISE BY THE ON-SITE GEOTECHNICAL ENGINEER, FILL LIFTS SHALL
�
TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE THE TOP 2 -3 OF THE BERM SECTION TO
BE CONTINUOUS OVER THE ENTIRE LENGTH OF FILL. IF IT IS NECESSARY, .THE EMBANKMENT FILL MATERIAL WILL BE
PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3"-4"
OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION.
ON THE DAM EMBANKMENT. PLEASE NOTE THE STOCKPILED TOPSOIL SHALL BE AMENDED, AS DIRECTED BY A
9,
AS CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL THE CONCRETE
LANDSCAPE PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT.
CRADLE. THIS MAY BE CONSTRUCTED USING ONE OF THE FOLLOWING METHODS:
7. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. - EMBANKMENT SUB
9,1. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE,
GRADE, INTERIOR PORTIONS OF THE STORMWATER FACILITY, KEY TRENCH, ETC.). THEREFORE, THE CONTRACTOR
THEN THE STRUCTURAL FILL SHOULD BE INSTALLED AND COMPACTED UP TO THE TOP OF CONCRETE CRADLE
SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC.. NEEDED FOR REMOVAL OF
ELEVATION. ONCE THE STRUCTURAL FILL REACHES THE NEXT DOWNSTREAM JUNCTION BOX OR HEADWALL AND
WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY SITE. DURING PLACEMENT OF FILL WITHIN THESE
IS COMPACTED TO THE ELEVATION OF THE TOP OF THE CONCRETE CRADLE, EXCAVATE THE CONCRETE CRADLE
AREAS, THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION /
TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT THE CONCRETE CRADLE AS PER THE PROVIDED
CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION
CONCRETE CRADLE DETAIL.
BOTTOM AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER
9.2. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN
MAY NEED TO BE DIRECTED TO AN APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG (ACF
PRIOR TO CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE FORMWORK FOR THE CONCRETE CRADLE
ENVIRONMENTAL), OR APPROVED EQUIVALENT, PRIOR TO DISCHARGE).
SHOULD ,BE INSTALLED ON EXISTING GROUND AND / OR THE MUD MAT. THE CONCRETE CRADLE SHALL BE
CONSTRUCTED PER THE PROVIDED DETAILS.
10
INSTALL RISER B RRE
BE AND SOIL COMPACTION SPECIFICATIONS
1. PRIOR TO CONSTRUCTION, THE ON-SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW / FILL AREAS AND
VERIFY THEIR SUITABILITY FOR USE WITHIN THE DAM EMBANKMENT. ALSO, THE ON-SITE GEOTECHNICAL
ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE PROPOSED BORROW MATERIAL TO ENSURE THAT
OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED / CONTROLLED DURING CONSTRUCTION.
2. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED
BY THE ON-SITE GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, WOOD,
STONES GREATER THAN 6", AND FROZEN OR OTHER OBJECTIONABLE MATERIAL, THE FOLLOWING SOIL TYPES ARE
SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND KEY TRENCH: ML AND CL.
3. BORROW MATERIAL MAY BE COMING FROM OFF-SITE IF APPROPRIATE.
4. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UNCOMPACTED). EACH LIFT
SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM
SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLY` PREPARED FOR FILL
PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE STRUCTURES SHALL BE PLACED IN
4 -INCH (UNCOMPACTED) LIFTS AND HAND -COMPACTED TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS
AS THE ENTIRE EMBANKMENT.
5. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM -698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE
CONTENT WITHIN -1 TO +3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE
PERFORMED BY THE ON-SITE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT THE PROPER
COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE
COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE
UN11L MINIMUM COVER IS ESTABLISHED ALONG THE PIPE.
6. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON-SITE GEOTECHNICAL
ENGINEER, THAT THE GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THESE
REPORTS AND CERTIFICATION WILL BE NEEDED DURING THE AS -BUILT CERTIFICATION PROCESS FOR THIS.
STORMWATER FACILITY. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE TESTING
AND OBSERVATION WITH THE ON-SITE GEOTECHNICAL ENGINEER.
7. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF
COMPACTION IS ACHIEVED DURING CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR
EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT OF FILL OR AS RECOMMENDED BY THE ON-SITE
GEOTECHNICAL ENGINEER.
8. TESTING WILL BE REQUIRED ALONG THE 30"0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF
OF PIPE PER VERTICAL FOOT OF FILL OR AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER.
STATEMENT OF RESPONSIBILITY
1. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THE STORMWATER MANAGEMENT FACILITY SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER'S ASSOCIATION, PER THE EXECUTED OPERATION AND MAINTENANCE
AGREEMENT FOR THIS FACILITY.
/ A L ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM, THE DRAIN VALVE LOCATED
WITHIN THE RISER BOX SHALL BE KEPT OPEN UNTIL AN AS -BUILT CERTIFICATION HAS BEEN COMPLETED BY THE
ENGINEER AND AN APPROVAL TO IMPOUND HAS BEEN ISSUED BY ALL APPLICABLE AGENCIES.
11. INSTALL 30" RCP OUTLET BARREL SPILLWAY FILTER FROM THE DETAILS SHOWN ON SHEET SHEET SW -3.
12. CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED "BERM AND SOIL COMPACTION
SPECIFICATIONS" AND REQUIREMENTS OF THE ON-SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE
EMBANKMENT FILL MATERIAL SHALL MEET THE STANDARDS SET FORTH IN "BERM AND SOIL COMPACTION
SPECIFICATIONS", INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF NECESSARY TO ACHIEVE PROPER
COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO
PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE
CONDUCTED IN 4 -INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE
ENTIRE EMBANKMENT. ALL COMPACTION AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE
ON-SITE GEOTECHNICAL ENGINEER AND AS LISTED IN THE SECTION TITLED "BERM AND SOIL COMPACTION
SPECIFICATIONS
13. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING
SCHEDULE.
14. SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION
SHOULD BE SCHEDULED A MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND IS REQUIRED. ANY COMMENTS OR
DEFICIENCIES IN THE DAM CONSTRUCTION MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND
OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL FROM THE NCDEMLR, CLOSE THE 8"0
BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING WATER. NO WATER SHALL BE IMPOUNDED BEFORE
AN APPROVAL TO IMPOUND IS ISSUED FROM THE NCDEMLR.
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. THE 30"0 RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS
OF ASTM C76 -LATEST. THE PIPES SHALL HAVE CONFINED O-RING RUBBER GASKET JOINTS MEETING ASTM
C -443 -LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.
2. THE STRUCTURAL DESIGN FOR THE 4' X 4' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE
BY OTHERS. PRIOR TO ORDERING THE STRUCTURES, THE CONTRACTOR SHALL PROVIDE, TO THE DESIGN ENGINEER
FOR REVIEW, SHOP DRAWINGS AND SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E. REGISTERED IN
NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL LOADS ARE SUPPORTED BY THE CONCRETE RISER
STRUCTURE.
3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS SHALL BE PROVIDED
ON THE INNER WALL OF THE RISER BOX. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. PLEASE
REFER TO SHEET SW -2 FOR LOCATION OF THE RISER STEPS.
4. THE CONCRETE ANTI -FLOTATION BLOCKS SHALL BE PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING
FABRICATION. THE PRECAST BASE SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE
SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM 2 ABOVE). IN LIEU OF A PRE -CAST BASE, THE CONTRACTOR
MAY OPT TO CAST -IN-PLACE THE ANTI -FLOTATION BLOCK IN THE FIELD. HOWEVER, PRIOR TO CONSTRUCTING THE
CAST -IN-PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW
DENOTING THE FOLLOWING:
A. STEEL REINFORCEMENT
B. THE CONNECTION MECHANISM TO JOIN THE ANTI -FLOTATION BLOCK WITH THE RISER SECTION .
5. IF THE ANTI -FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, THE EN11RE PRECAST RISER
BOX STRUCTURE SHALL HAVE A SHIPPING WEIGHT OF 19,240 LBS. THE STRUCTURE WEIGHT SHALL BE THE
SHIPPING WEIGHT AND SHALL BE DETERMINED BY SUBTRACTING THE WEIGHT OF THE FACTORY BLOCK OUTS FROM
THE GROSS STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED TO THE
ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST -IN-PLACE THE ANTI -FLOTATION BLOCK, THE
CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED
ABOVE.
6. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM -C990 -LATEST.
IF NECESSARY, THE CONTRACTOR SHALL INCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO ENSURE A
WATERTIGHT CONNECTION. THE CONTRACTOR SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH
NON -SHRINK GROUT.
7. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR
REVIEW. CONTRACTOR SHALL ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL
FOR LOCATION) THAT WILL ALLOW FOR FUTURE MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A
CHAIN AND LOCK FOR SECURING THE ACCESS HATCH. NOTE THE ACCESS HATCH SHALL LINE UP WITH THE
ACCESS STEPS AFTER INSTALLATION.
8. ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED:
-MINIMUM 3000 PSI (28 DAY)
-SLUMP =3"-5"
-ENTRAINED AIR = 5% - 7%
PLEASE NOTE NO CONCRETE SHALL BE POURED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE
ABOVE 857 OR BELOW 407. CAST -IN-PLACE CONCRETE SHALL BE "WET CURED" AFTER FINISHING FOR A MINIMUM
OF 48 HOURS.
9. GEOTEXTILE FABRIC FOR THE 30"0 RCP OUTLET BARREL JOINTS SHALL BE MIRAFI 18ON OR ENGINEER APPROVED
EQUAL (NON -WOVEN FABRIC)
10, STORMWATER FACILITY EMERGENCY DRAW DOWN IS VIA AN 8"0 PLUG VALVE. THE VALVE SHALL BE A M&H STYLE
820 X -CENTRIC VALVE OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWA C-504 SEC. 5.5, AND
SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE VIA A HAND WHEEL (SEE DETAIL SHEET SW -2). THE
CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE WRENCH WITH A HAND WHEEL ON TOP FOR OPERATION OF THE
8"0 PLUG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE TRASH
RACK.
J
20'- EXISTING SANITARY
I•
_V i , \ SEWER EASEMENT
\\ 40' EXISTING \ /
l�' • •, . . �' TEMPORARY �
CONSTRUCTION
\Ad'. , / \� EASEMENT ' n\
Al
� 1
° ,
RISER OUTLET STRUCTURE
\ SHAPE = SQUARE
INTERNAL DIMENSIONS = 4 FT. x 4 FT.
\ TOP OF RISER = 564.10
\ 2.75" SIPHON 560.00
(2) 6"x18" ORIFICE = 562.60
6"x12 ORIFICE = 563.20
INVERT OUT (30"0 0 -RING RCP) = 557.50
(SEE DETAIL SHEET SW -2)
59 LF 30"0 0 -RING
i RCP 0 0.85%
�I I (JOINTS WRAPPED IN 1
[p� " GEOTEXTILE FABRIC)
VELOCITY DISSIPATOR
/ NCDOT CLASS 'B' RIPRAP
15'L X 7.5'W X 22" THICK
D50 = 6" \
(SEE DETAIL SHEET SW -3) ,
ENDWALL PER NCDOT STD. 838.80
INV. OUT (30" RCP) = EL. 557.00 `
/ s '
E
I
1
i
1 ►
l �
3
� 1
! PROPERTY LINE
IS
moi!'...... , ..� 565.00 j
. .... .....� y.....� l OP OF DAM FL.
T
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'.. .. .,. -- - - Y
.-,
4 . z .'. .. .
a`'..'..`..�..'.`.--
.'.- _ _ . . .... �FOREBAY WEIR SPILLWAY TVP.
` - TOP OF RIP RAP (CREST) = 559.50
�. - - '\ .. . .... /, CREST LENGTH = 10 FT. -
/ . • . • BOTTOM OF RIP RAP = 557.50
LINER = SCDOT CLASS IPR
i
"B"7R P
... .. .. , . . . \ /. . .. , NOTE: A FILTER BLANKETIS TO BE
INSTALLED BETWEEN THE RIP RAP AND SOIL ° °
(. ✓I�(- 1 \� \ \ �•°'.'.'.'.'.` .`.'.'. . , ; _ 6o- -•`�'• .. . .. . FOUNDATION. THE FILTER BLANKET WILL , °
.. . . . . ... .. • . . .. . CONSIST OF A MINIMUM 4" THICK LAYER OF �)
°. »' __.' •STONE (07) UNDERLAIN WITH MIRAFI FILTER ".`.`.`.
-
. WEAVE 700 OR APPROVED EQUIVALENT
�\
-__ ._._.-__=-. - - - - - -
/ EXISTING
STREAM, - _--- _-- t
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IDW13-y.-me) 'ob I T
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100' STREAM BUFFER
UPLAND ZONE (TYP.)
1 inch = 30 ft.
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO LEH-16000
FILENAME: LEH16000-SW
CHECKED BY: JAA
DRAWN BY: JSM
SCALE: 1 " = 30'
DATE: 05-31-2017
SHEET N0.
11 CADS S

ITOP OF HANDWHEEL TO EXTEND
1 -FOOT ABOVE TRASH RACK
1 00 -YEAR STORM EL.
564.45
50 -YEAR STORM EL.
564.11
TOP OF RISER EL. =
564.10
� 6"x12~ ORIFICE
/
25 -YEAR STORM EL.
= 563.62 (SE U
10 -YEAR STORM EL.
= 563.02 (2) 8~x1B"ORIFICE ----
INV. = 562.60
(SEE DETAIL)
2.75"0 SIPHON--_�
INV. = 560I0
(SEE DETAIL
| SHEET 5YY-3\
/ '
30"0 RCP INV. OUT EL.
557.50
|
APPROXIMATE LOCATION
OF EXISTING GROUND
�8"O EMERGENCY
DIP DRAIN
=="
CONCRETE COLLAR
TRASH RACK (T0 BE CONSTRUCTED IN
(SEE DETAIL) THE FIELD BY THE CONTRACTOR,
/ |SEE DETAIL SHEET 0M-3)
12 FT. WIDE MINIMUM
| |
COMPACTED BERM SECTION / |
(SEE BERM AND SOIL COMPACTION
|SPECIFICATIONS ON SHEET )
iPR0POSED GRADE 1=1 I 1=1 I M I MI I 1=1 I =1 I Ed I I I I lEd I 1=1 I 1=1 I IEEI I M I 1=1 I 1=1 I M I MI I I=Lflll D'IHEI I p
i \
NOTES
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN
PLANTING (SEEDING) THE DAM EMBANKMENT ONCE FINAL GRADES
(AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED
NTH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE
CONTRACTOR SHALL SCARIFY THE TOP 2- TO 3 -INCHES OF THE
BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH
THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE FROM
3- TO 4 -INCHES ON THE DAM EMBANKMENT.
VELOCITY DISSIPATOR
NCDOT CLASS 'B' RIPRAP
MINIMUM DIMENSIONS
TO BE LINED WITH GEOTEXTILE
FABRIC OR EQUIVALENT
`--- DETAIL'SHEET_SW-3)
\ �
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1/ �- PER NCDOT \ �
| L| | | | L��| | ��� | ���| | L�±| | ��� | ��� | ��� | ��� | |��� | �±�| ���� � ���| � �-�1 ! ��� � �+` � �'�| ! ���� � ��� � i��|||+�1// STD 838.80 \ �
59 LF CLASS 111 30"0 O-RING RCP
RWAWMWM� (ASTM C76 -LATEST) @ 0.857. FLOW
ONTRACTOR SHALL FORM INVERT OF
RISER STRUCTURE TO DRAIN POSITIVELY
TO INVERT OF OUTLET BARREL USING
NON -SHRINK GROUT
` ' KEY_ TRENCH\
COMPACTION SPECIFICATIONS,'DETAIL.'__
\ SHEET BE ------ LAYER- NON -WOVEN
�� / 'nuv�n /v QE0TEXTILE FABRIC SHALL BE PLACED
\--'CONCRETE PROVIDED PER THE DIRECTION OF ' AROUND EACH JOINT OF EACH 3010 O-RING RCP
ANTI -FLOTATION BLOCK' ' THE SITE GEOTECHNICAL ENGINEER|
' BARREL IN 2' WIDE STRIPS CENTERED ON JOINT.
REMADMIG D" CROW SEMON
8" DIP DRAIN W1 TRASH RACK
(SEE DETAIL SHEET SW -3) 8.0,
8"0 PLUG VALVE. THE VALVE SHALL BE A M&H STYLE .4 16
820 X -CENTRIC VALVE OR APPROVED EQUAL. THIS <
VALVE SHALL BE IN ACCORDANCE NTH AWWA C-504 4
SEC. 5.5, AND SHALL BE OPERABLE FROM TOP OF
OUTLET STRUCTURE VIA A HANDWHEEL.
RISER JOIRr CONNEMON DETAIL
UOIES�
1.CONCRETE ANTI -FLOTATION BLOCK 0BE PROVIDED NTH MINIMUM TEMPERATURE AND
SHRINKAGE STEEL REINFORCEMENT.
'
'
2 TRASH RACKS NOT SHOWN FOR CLARITY.
J` THE NUMBER OF GUIDES FOR THE VALVE STEW SHALL BE DETERMINED IN THE FIELD BY
THE CONTRACTOR. THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER VIA
THE HANOWHEEL WITH AN INSIGNIFICANT AMOUNT DF PLAY IN THE VALVE STEW'
4` CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5 -FT
FROM THE RISER.
0"x 2" ORIFICE
(2)8%1O"ORIFICE
,, ~.2
_
|
2
|2.75"0 SIPHON
8.8O" INV. = 5GO1K]
| `
DETAIL
u
| -� | | ' (SEE ] `--- | | | | | | [ [.{--- ----------- ---------\
2.75"0 SIPHON
(SEE DETAIL
L SHEET SW -3)
INV EL. 557.50
DIP DRAIN W/ TRASH RACK
(SEE DETAIL SHEET SW -3) 0.50'
.~
CONCRETE ANTI -FLOTATION--~ CONTRACTOR SHALL FORM --
�
BLOCK | INV.= 55750 INVERT OF RISER STRUCTURE | (SE[ DETAIL SHEET 3W-3)
TO DRAIN POSITIVELY TO -----
INVERT OF OUTLET BARREL
JU3|NG NON -SHRINK GROUT
' NN.T.S.N.T.S. '
.PERMATOW OLTMEr STRUCTURE DETAILS
v"nw`c/c nn%lnun
(TYP., SEE NOTE #
9.8 UF
2"x2"x1/4^
ANGLE
V., ,
1. ALL REBAR TO BE #4 REBAR.
2, ALL REBAR AND ANGLES TO BE HOT -DIPPED GALVANIZED AND
BE PROVIDED WITH AN EPDXY COATING.
3. 2"&'A/4"
`
WELDED NTHE REBAR TRASH RACK, ONCE WELDED, THE ENTIRE
ASSEMBLY SHALL BE PLACED ONTO THE RISER NTH ANGLES
SITTING DIRECTLY ON TOP OF RISER.
4. CONTRACTOR SHALL ANCHOR THE TRASH RACK TO MANHOLE
WALL WITH FOUR 4%1/4" CONCRETE ANCHOR BOLTS THROUGH
ANGLES.
5. CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO
ALLOW FOR CONCRETE COLLAR.
O' ACCESS HATCH SHALL ALIGN NTH STEPS IN RISER.
7.0'
7.0' 5.0' 3.0'
9.9 LF
2"x2"x /4"
ANGLE
9.9 LF _,
ANGLE THE BOLD / DASHED LINETYPE kFABRICATED HINGES FOR THE
AC SS HATCH
TO BE PROVIDED BY THE TRASH 2'x3' ACCESS HATCH. ACCESS
RACK FABRICATOR PER OUTLET HATCH SHALL BE POS111ONED
STRUCTURE MATERIAL OVER STEPS.
SPECIFICATIONS (SHEET SW -1)
IMSER TRASH RACK DETAIL
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
|
/ .
8.0, 5.0'
30"0 0 -RING RCP
FLOW
ORIFICE
4
i.'6N12"
, = -_--
^ 75^0 SIPHON__~~~
4.
CONCRETE COLLAR
!(TO BE CONSTRUCTED IN THE
,,, ,,,,_
'FIELD BY THE CONTRACTOR
| ("EE DETAIL
::(SEE DETAIL SHEET SW -3)
.
SHEETSW-3)
1.5'
.,d
PRECASTER SHALL PROVIDE A
4
BLOCK OUTFOR THE
^^
� CONTRACTOR SHALL PROVIDE
| STEPS IN ACCORDANCE WI
(2) 6"x18" ORIFICE
| NCDOT STD. 840.66. STEPS
||Nv = 582.60
/°."L^ BE ,L"°E° A/ " O.C.
/
` /vr OF HANDWHEEL TO EXTEND---
CONTRACTOR SHALL PROVIDE
/-ruu/ ^ou,c /nnSn nAvn
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
'SHALL BE PLACED AT 18" O.C.
TOP OF RISER EL. 564.10
/
6"xl2" ORIFICE
CONCRETE COLLAR
= 563.20
�:(TO BE CONSTRUCTED IN THE
/VALVE
|''E`" BY "'` CONTRACTOR~
STEW GUIDEINV.
|
|(SEE DETAIL SHEET SW -3)
/SEE NOTE #5
u
| (2) 6"x1O° �RORIFICECE
_
|
2
|2.75"0 SIPHON
8.8O" INV. = 5GO1K]
| `
DETAIL
u
| -� | | ' (SEE ] `--- | | | | | | [ [.{--- ----------- ---------\
2.75"0 SIPHON
(SEE DETAIL
L SHEET SW -3)
INV EL. 557.50
DIP DRAIN W/ TRASH RACK
(SEE DETAIL SHEET SW -3) 0.50'
.~
CONCRETE ANTI -FLOTATION--~ CONTRACTOR SHALL FORM --
�
BLOCK | INV.= 55750 INVERT OF RISER STRUCTURE | (SE[ DETAIL SHEET 3W-3)
TO DRAIN POSITIVELY TO -----
INVERT OF OUTLET BARREL
JU3|NG NON -SHRINK GROUT
' NN.T.S.N.T.S. '
.PERMATOW OLTMEr STRUCTURE DETAILS
v"nw`c/c nn%lnun
(TYP., SEE NOTE #
9.8 UF
2"x2"x1/4^
ANGLE
V., ,
1. ALL REBAR TO BE #4 REBAR.
2, ALL REBAR AND ANGLES TO BE HOT -DIPPED GALVANIZED AND
BE PROVIDED WITH AN EPDXY COATING.
3. 2"&'A/4"
`
WELDED NTHE REBAR TRASH RACK, ONCE WELDED, THE ENTIRE
ASSEMBLY SHALL BE PLACED ONTO THE RISER NTH ANGLES
SITTING DIRECTLY ON TOP OF RISER.
4. CONTRACTOR SHALL ANCHOR THE TRASH RACK TO MANHOLE
WALL WITH FOUR 4%1/4" CONCRETE ANCHOR BOLTS THROUGH
ANGLES.
5. CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO
ALLOW FOR CONCRETE COLLAR.
O' ACCESS HATCH SHALL ALIGN NTH STEPS IN RISER.
7.0'
7.0' 5.0' 3.0'
9.9 LF
2"x2"x /4"
ANGLE
9.9 LF _,
ANGLE THE BOLD / DASHED LINETYPE kFABRICATED HINGES FOR THE
AC SS HATCH
TO BE PROVIDED BY THE TRASH 2'x3' ACCESS HATCH. ACCESS
RACK FABRICATOR PER OUTLET HATCH SHALL BE POS111ONED
STRUCTURE MATERIAL OVER STEPS.
SPECIFICATIONS (SHEET SW -1)
IMSER TRASH RACK DETAIL
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION

NOTES:
HAVILAND DRAINAGE PRODUCTS
1. HAVILAND DRAINAGE PRODUCTS 4 ALUMINUM ANIMAL GUARD
4" ALUMINUM ANIMAL GUARD ITEM NUMBER 40160420 (OR ENGINEER APPROVED EQUIVALENT)
ITEM NUMBER 40160420 TO BE INSTALLED AT OUTLET OF 4" HDPE PIPES
5.0' (OR ENGINEER APPROVED EQUIVALENT)
3" ANCHOR DEPTH 3'-1" O.D.
CLEARANCE --°` -°" 3" CLEARANCE
TO OUTSIDE TO OUTSIDE OF
OF #4 #4 REBAR)
REBAR)
(2) 4" PERFORATED,
CORRUGATED HDPE PIPE
3" CLEARANCE
1' DEPTH (DOUBLE-WALL SMOOTH
TO OUTSIDE OF PRECASTBORE HDPE 30"0 RCP
#4 REBAR) STRUCTURE WALL- 3000 PSI CONCRETE COLLAR TYPE "S"
(MIN. 28 DAY STRENGTH) OR ENGINEER APPROVED
EQUIVALENT) _
°
3" CLEARANCE
4 4
d.
. v TO OUTSIDE OF ��o�J� o o v
O0000�O o a o�( 000
\ a 4 #4 REBAR ANCHORS.-/- - - #4 REBAR), - ��
/ CONTRACTOR SHALL
� � DRILL INTO PRECAST � ;�` 4'-0"
—
3.625' STRUCTURE WALL AND
SET ANCHORS USING 30 0 RING o aov QL c000�o�co v -a o o _ >o�
30 0 -RING 4.375 EPDXY GROUT RCP�ao�
On
a o 00 0 0 oo a ooc o o ,00
5.5" CENTER TO
tw
r
a \ / ° CENTER Alum u Finger �
EL. 557.50 - -' ENDWALL APER NCDOT STD. 838.80
1,0' a ° ° NOTE: 4 WEEPHOLES TO BE - NO. 67 WASHED STONE
ANCHOR ° 12" ANCHOR DEPTH PROVIDED WITH VARMIT GUARD ON ENCASED IN NON -WOVEN
DEPTH DOWNSTREAM SIDE AND GALVANIZED FILTER FABRIC (MIRAFI 180N
4 a. 4 a .. N.T.S. HARDWARE CLOTH ON UPSTREAM SIDE OR EQUIVALENT)
(y4" MAXIMUM OPENINGS)
\\-CONCRETE ANTI-FLOTA110N
#4 REBAR ANCHORS. 30 RCP
4"ys 3.8' 4' BLOCK PROPOSED GRADE
"
3 CLEARANCE----s►--..1�,.- CONTRACTOR SHALL DRILL
(CENTER TO (CENTER TO (CENTER TO TO OUTSIDE OF INTO PRECAST BASE AND SET
CENTER) CENTER) CENTER) #4 REBAR) ANCHORS USING EPDXY GROUT ..t---- 3' 3�
6" MIN.
®NT SWEVMW CONCRETE ANTI -FLOTATION
MIS BLOCK -I ENDWALL PER
1. ALL REBAR TO BE #4 REBAR. I o 0 o a NCDOT STD, 838.80 o�oco
� )
ENDWA
LE CONCRETE L NCDOT STD. 838.80
o
N.T.S. n000�o oo a)
C7�0 O o �Ob � 0 0 0 n 0 0 0 0 0 0 o a oho
30"0 RCP
0�0
FLOW-- �- ��`joJ o>JL/l� _ 54" (�oZ )0 0 0l oc� c��">o o `J) )c D( c/ l
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND
SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST OF A MINIMUM
4" THICK LAYER OF STONE (NCDOT #57) UNDERLAIN WITH MIRAFI
FILTER WEAVE 700 OR APPROVED EQUIVALENT
ENDWI
NCDOT STD.
30"0 RCP
AL
NCDOT CLASS "B" RIPRAP
15'L x 7.5'W x 22" THICK
\O
>P
P
O�
�P
IA
7.5'
c� tDo
15'
PLM
'T BARREL VELOMY DISSIPATOR
N.T.S.
PER
TD. 838.80
12" ,J
4" PVC CAP WITH
SCREW TYPE PLUG
TOP EL. = 561.17
• Q
°
12" 4
a.
4
INVERT THROUGH RISER EL. = 560.00 (NWSE) -
v 4.
12" a
BOTTOM EL. = 559.17 /-RISER OUTLET STRUCTURE
4" PVC CAP WITH
2.75"0 DRILLED ORIFICE
0
)�JJ LAYER OF
CLASS "B" RIPRAP
T22"
FILTER BLANKET
1' MIN. -F-7
c
NO. 67 WASHED STONE
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI
18ON OR EQUIVALENT)
(2) 4" PERFORATED,
CORRUGATED HDPE PIPE
(DOUBLE-WALL SMOOTH
BORE HDPE TYPE "S" OR
ENGINEER APPROVED
EQUIVALENT)
I-. VI lfvnJ11LV .tlwlll L_
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 18ON
OR EQUIVALENT)
CORRUGATED HDPE PIPE
(DOUBLE-WALL SMOOTH
BORE HDPE TYPE "S" OR
ENGINEER APPROVED
EQUIVALENT)
#6 REBAR
a °
8"0 DIP DRAIN PIPE
PERIMETER FRAME'
CONTRACTOR SHALL CORE -DRILL
(CENTERTOCENTER
THE HOLE FOR THE 8"0 DIP IN
THE FIELD. PRECASTER SHALL
6" MIN. WALL
OMIT REINFORCEMENT IN THIS
4" x 4" 6/6 WELDED WIRE
THICKNESS
4
a
AREA
FABRIC (EACH SIDE & TOP OF
4" x 4" 6/6 WELDED WIRE
CAGE)
a
..a
FABRIC (EACH SIDE & TOP OF
6" MIN. WALL 8" PLUG VALVE. THE VALVE
---
CAGE) a
THICKNESS SHALL BE A M&H STYLE 820
X -CENTRIC VALVE OR
CONTRACTOR SHALL SEAL THE PIPE
°
°
APPROVED EQUAL. THIS VALVESHALL
PENETRATION USING A RUBBER BOOT
a .
BE IN ACCORDANCE
18" (•TYP)
a
AND STAINLESS STEEL HARDWARE
WITH AWWA C-504 SEC. 5.5,
AND SHALL BE OPERABLE
°
FROM TOP OF OUTLET
2.03'
3" (TYP.)
STRUCTURE VIA A HANDWHEEL.
a
o Q
4
' 2.00
❑
o a
4
0
a41
°
8" PLUG VALVE. THE VALVE
18" (TYP.) a
° �.
SHALL BE A M&H STYLE 820
°
2 LF 8"0 DIP
4 a4
X -CENTRIC VALVE OR
°
4
ENGINEER APPROVED EQUAL.
°
4 ANCHOR DEPTH
4
THIS VALVE SHALL BE IN
° 4
ACCORDANCE WITH AWWA
°
CONTRACTOR SHALL SEAL THE PIPE
CONTRACTOR SHALL d
4 .
a . 4
C-504 SEC. 5.5, AND SHALL
4. -4
PENETRATION USING A RUBBER BOOT
DRILL INTO PRECAST
° v 4 4
BE OPERABLE FROM TOP OF
4 °
AND STAINLESS STEEL HARDWARE
EXTENDED BASE AND
OUTLET STRUCTURE VIA A
SET ANCHORS USING
HANDWHEEL.
EPDXY GROUT
0,86'
#6 REBAR PERIMETER FRAME
(CENTER TO CENTER)

'. SYM. SCIENTIFIC NAME COMMON NAME HATCH TYPE SPACING
SHALLOW LAND
33 Al ASCLEPIAS INCARNATE SWAMP MILKWEED 4 -INCH CONTAINER
56 EF EUPATORIADELPHUS JOE PYE WEED 4 -INCH CONTAINER
FISTULOSUS 0 0
27 LCLOBELIA CARDINALIS CARDINAL FLOWER 4 -INCH CONTAINER
SHALLOW WATER
253 IV IRIS VIRGINIANA BLUE FLAG IRIS 4 -INCH CONTAINER
291 PC PONTEDERIA CORDATA PICKEREL WEED + + + + + 4 -INCH CONTAINER
273 ST SCHOENOPLECTUS SOFT -STEM BULRUSH 4 -INCH CONTAINER
TABERNAEMONTANI
TEMPORARY SEEDING SCHEDULE
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
JAN 1 - MAY 1 RYE (GRAIN) 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 - DEC 31 RYE (GRAIN) 120, LBS/AC
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY PER ONE TIME APPLICATION OF 2,000 LB/AC
GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER (FROM AUG 15 - DEC 31,
INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC),
MULCH
APPLY 4000 LB/AC STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE
JAN 1 - AUG 15: IF GROWTH IS NOT FULLY ADEQUATE, RESEED AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
AUG 15 - DEC 31: REPAIR DAMAGED AREAS IMMEDIATELY. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEER WITH 50 LB/AC KOBE LESPEDEZA,
IN LATE FEBRUARY OR EARLY MARCH.
NOTE—:
USE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT
SEEDING SCHEDULE.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS,
IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
(SEE PERMANENT SEEDING SCHEDULE).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED
4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 609 DAMAGED, REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
24" O.C.
24" O.C.
24" O.C.
24" O.C.
24" 0. C.
24" O.C.
PERMANENT SEEDING SCHEDULE (DAM E ANK ENT)
SEEDING DATES SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
FEB - APR 15 (POSSIBLE)
SOIL AMENDMENTS,
APPLY LIME AND FERTILIZER PER ONE TIME APPLICATION ACCORDING TO SOIL TESTS, OR APPLY 400
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
[MAINTENANCE,
INSPECT AND REPAIR MULCH FREQUENTLY. MOW REGULARLY TO A HEIGH OF 2-4 INCHES.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE. GERMAN MILLET.
BEFORE MAY 1, OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
PLANTING INSTRUCTIONS
PLANTING TECHNIQUES
A. INSURE THAT ROOTS, ONCE REMOVED FROM THE POT, ARE STRAIGHTENED AND FACE DOWNWARD.
B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
C. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD,
D. HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
E. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE ESTABLISHMENT OF
NEW ROOTS.
F. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE
CUT OFF CLEANLY.
G. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST THREE TIMES THE
DIAMETER OF THE ROOT MASS. PLANT PIT WALL SHALL BE SCARIFIED PRIOR TO PLANT
INSTALLATION.
H. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASS SHOULD
BE RESTING ON UNDISTURBED SOIL.
I. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE ROOT MASS, AND WORK EACH LAYER
TO SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY
2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL. WATER AGAIN
AFTER PLACING FINAL LAYER OF BACKFILL
J. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING AS MUCH
GREEN BASAL TISSUE AS POSSIBLE ABOVE ROOTS. IF MORE THAN FIFTY PERCENT (507.) OF THE
PLANT IS DAMAGED THEN CONTRACTOR SHALL REPLACE THE PLANT.
CONTAINER STOCK BARE ROOT
A. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE
DEVELOPED SUFFICIENTLY TO HOLDS ITS SOIL TOGETHER ONCE REMOVED FROM THE CONTAINER.
B. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY CONDITIONS
UNTIL PLANTING OCCURS.
C. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING, OTHERWISE SEE "D" BELOW.
D. IF BARE ROOT SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS, TEMPORARY HOLDING
OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY A SUITABLE MEDIUM (I.E. SOIL,
SAWDUST, MULCH OR THE LIKE) AND WATERED REGULARLY SO AS TO NOT DRY OUT.
PLANT LOCATIONS
A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN
MADE IN PROPOSED CONSTRUCTION.
B. NECESSARY ADJUSTMENTS SHALL L BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE
OWNER'S REPRESENTATIVE.
WATER
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE,
yI
20' EXISTING SANITARY
SEWER EASEMENT
• ` ( 40' EXISTING \ /
TEMPORARY I
NSTRUCTION L
CO, _EASEMENT_ \ a
\\
\ v
Irn
m
US
a
I I �
m i e
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QI
EARTHEN FOREBAY BERMS (TYP.) , + \I \ 19PROPERTY LINE
(TO BE COMPACTED TO THE SAME r I�
SPECIFICATIONS AS THE DAM \ + I \ \ I
EMBANKMENT) PLEASE REFER TO \ + I
/ ITEM 4 UNDER "BERM AND SOIL
COMPAC11ON SPECIFICATIONS" FOR , I
ADDITIONAL INFORMATION. I I \ \
\ I
i
I
1<7
J .....
• \ / 100' STREAM BUFFER
.. �. / , 565.0
. .. . °� . y, DAM EL. / UPLAND ZONE (TYP.)
TOP OFFT \1410 ►�iMUM
)
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PROJECT N0, I FH -16000
FILENAME: LEH16000—SW
CHECKED BY: JAA
DRAWN BY: JSM
SCALE: 131 — 30'
DATE: 05_31-2017
SHEET N0. E""i- w L S
0MCADAMS

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- - - _ _ x22;• ("A" SEE NOTE 6) V
51' R/W (MINIMUM) 4'-0" TYPICAL VARIES
r£ - ; ,•.• ALK
+14% BACK OF SIDEWALK U
,•. :;; ,. A" JOINT SEALERy4=
i/8" RADIUS (TYPICAL) �
31'-6" (MIN) 19'-6" (MIN) [ "2'-6' STANDARD CURB AND GUTTER +6y,1/4" PER FT, /4"PER FT (MIN)13'-0" (MIN.)(MIN) a°i° SECTION A -A CE TTGREEN ZONE A 0 (MIN) (MIN)(MIN) --`B• Eri( SURF F GU ER5-0" T010-0" 10'-0"_aREEN PARAL,LEI TRAVEL LANE TRAVEL LANE _ - g�-- ZONE PARKING NOTES: �JDINr£xPANs1oN
4.OR SLOPE J/8' PER t7. �.--- - -
f;. + 1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN
aa.w'
•: ' ' '' ' '' JOINT FILLER
Yi SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
2:1 CUT MAX. S R R 2:1 CUT MAX. . „
I ',�,: � + � ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE ., ..
3:1 FILL MAX. 3:t FILL MAX. CONSISTENT WITHIN EACH BLOCK.
RESIDENTIAL LOCAL STREET RIGHT-OF-WAY LINE 0g TRANSVERSE EXPANSION JOINT
:/.
2. ALL CONCRETE TO BE 3600 PSI STRENGTH.
8" THICK CONCRETE �' '. 'g�?
• ,r.: AT DRIVEWAY ENTRANCE a g
i e 3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, NOTES:
CURING, FINISHING, ETC. SHALL BE IN ACCORDANCEo�
WITH THE TOWN OF HUNTERSVILLE ENGINEERING STANDARDS AND PROCEDURES MANUAL.
NOTES: 35' R 1. - ,
�r W
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE CT ON NTS HA BE SPACED A 0 FOOT INTERVALS. FOR VALLEY GUTTER
1. SIDEWALK SHALL BE PROVIDED ON }' i', BETWEEN 1/2 IN. PER FOOT AND 1 1/4 IN. PER FOOT .
JOINT ACING MAY BE ALTERED
CONTRA I J01 S LL T 1 I
A 10 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED J TSP
SURFACE COURSE THE BUILDING SIDE of STREET. "; EXCEPT WHERE EXCESSIVE NATURAL GRADES MAKE THIS BY THE :T..pNN ENGINEER "f0 PREVENT UNCONTROLLED CRACKING.
t i/z" S9.58 -FINAL UFT RADIUS RETURN 5' SIDEWALK REQUIREMENT IMPRACTICAL. IN SUCH CASES, THE TOWN 1/,2 TEXPANSION A BINSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. a®®�9�'�"rrrrrri
d0 :.
i 1/2" 59.58 -INITIAL LIFT 2. SEE SECTION II. B. FOR ADDITIONAL I ENGINEER MAY AUTHORIZE A SUITABLE GRADE. 2,eee® `1� CA
CONTRACTION JOINTS MAY E
DESIGN CRITERIA, II . .1 T' WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. e R®�
BASE COURSE - 15" T' T I" NOTES:
1 1 - 5. ALL DRIVEWAYS MUST MEET THE CURRENT VILLAGE DRIVEWAY 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO
ALL RIGID OBJECTS.
3. 2'-0" VALLEY GUTTER MAY BE OG URSE 1: VALLEY GUTTER MAY BE USED INSTEAD OF REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT PLAN JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. ` O
suecRAOE SUBSTITUTED FOR 2 6" CURB AND 1 5" S9.5B (FINAL UFT) STANDARD CURB AND GUTTER. A 4 p '
g a" ABC OR 4" ACBC TYPE 825.08 SURFACE B (INITIAL UFT) RESIDENTIAL LOCAL STREET LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM �J
- GUTTER ON THE SIDE OF THE STREET 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
WITHOUT PARALLEL PARKING. THIS 2. CENTRAL ISLANDS ARE PERMITTED AS LONG AS PROPERTY LINES AND INTERSECTIONS. o _
REDUCES THE MINIMUM RIGHT-OF-WAY A B-40 (DESIGN VEHICLE) STAYS ON THE s. "A" BREAKOVER SHALL BE 8% OR LESS A =ALGEBRAIC DIFFERENCE). 4"THICK 1 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 0 83
TYPICAL PAVEMENT SECTION BY SIX INCHES. 2'-0" VALLEY GUTTER INTERMEOIATE COURSE PAVEMENT WHILE TRAVERSING THE CUL-DE-SAC. ( CONCRETE WALK �C
MAY NOT BE SUBSTITUTED FOR 2'-6" 4 119.0 7. PRIOR APPROVAL IS REQUIRED ON GRADES EXCEEDING 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100 STANDARD PROCTOR DENSITY.
CURB AND GUTTER ON THE SIDE OF THE BASE COURSE 3. THE CROWN FOR THE PAVEMENT SHALL BE 1/4" WHAT ARE SHOWN, C� G j.IE,, s•
•.....•
STREET WITH PARALLEL PARKING. a" ABC 'oR 4" Acsc TYPE BzS.Oe PER FOOT FROM THE CENTER OF THE � ®®
KEY SUBGRAOE CUL-DE-SAC. pis MCG® ee`®
4. REFER TO STANDARD DRAWING 285.1 GROOVE JOINT �rrrrr�119T��,° "
® 2'-6 STD. CURB AND GUTTER FOR PARALLEL PARKING LAYOUT. 4. PAVEMENT TYPICAL SECTION APPLIES TO
TYPICAL PAVEMENT SECTION CUL-DE-SAC AND THROAT AREA TO 25 FEET PAST
0 4" CONCRETE SIDEWALK - - RADIUS RETURN. Z
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
REV. DATE REV. DATE O
REV, -DATE REV. DATE
RESIDENTIAL LOCAL STREET RESIDENTIAL LOCAL STREET RESIDENTIAL DRIVEWAY (TYPE I) STANDARD r "
STANDARD VILLAGE OF MARVIN STANDARD VILLAGE OF MARVIN STANDARD VILLAGE OF MARVIN DRAWING CONCRETE CONTRACTION `POINT STD. No. o z
VILLAGE OF MARVIN PARKING ON ONE SIDE/OPEN SPACE ON OTHER sTD. xo. ____ DRAWING sn. Na. DRAWING STD. No. _ _ _._
-- -- DRAWING CUL-DE-SAC DETAIL FOR VALLEY GUTTER
TYPICAL SECTION 200.5 260.1 116.1 102.1 z �
Ad 0
- W
0
� o
> z
0 0
U) V)
BACK OF WALK
- - - 25" RADIUS Lu a
GENERAL NOTES: - M 61/2„ 0 C3
a a
„ FRONT OF WALK
1. A GROOVE JOINT 1 DEEP WITH 1/8 RADII SHALL BE REQUIRED
a , ....... EXP. JOINT m m m EXP. JOINT - - BACK OF WALK . •:. h rn
.. •>; .^:. '.! �..: ' IN THE CONCRETE SIDEWALK. AT 5' INTERVALS. ONE 1/2" ° • ,;<; .•.1: ,: •• 'a : •.•.:• ;• _�' c� o
SIDEWALK BACK qF GUTTER o a ®_ 0 0
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO 2'-0" VALLEY GUTTER ia" Rnolus
T:. ". °• gi
A.EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN BACK OF GUTTER (VARIABLE SLOPE NOT TO EXCEED 12:1)
•
ADJACENT CURB. A SEALED 1 2 EXPANSION JON WILL BE PLANTING STRIP -v _ w -. W W W L W W GU U OWLINE
A / JOINT p FL ''•° 0 0
4" D WHERE EWA JOINS ID STRUCTURE.
REQUIRE THE SIDEWALK N5 ANY RIG • a `A
GUTTER P SLOPE "A" 12:1 4
IT
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
<. 4 ..a••'?',.•...-
" ' • " 3. WIDTH OF SIDEWALK ON RESIDENTIAL STREETS SHALL BEA
Q
MINIMUM OF 5'. CONTINUE JOINT AT 2.-3 4-0 2-3 FLOWUNE "•.:..a ''' ":. .. - .e -
B CK OF GUTTER rr1
GROOVE JOINT IN SIDEWALK 4. WIDTH OF SIDEWALKS P, PART OF THE LOOP AND GREENWAY MASTER PLAN NOT 1/2" RADIUS -T° -
SHALL BE A MINIMUM OF 8' - - TRUNCATED DOMES COLORED 2'-3' 4'-D' 2'-3" - - -
- PER STD. NO. 132.1 ' - I - I _ _ - �I 3" RADIUSE­4 co
g, SIDEWALK TOBECONSTRUCTED TO END OF RADIUS AT INTERSECTING PLAN VIEW -PARALLEL
STREETS. RAMP WITH PLANTING STRIP SECTION THROUGH FLOWLINE
BACK OF WALK - - - ' ` ' 1/8" RADIUS
1/8" RADIUS 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI, IN 28 DAYS. 1'-6" MEDIAN CURB AND GUTTER
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS CONTINUE JOINT AT to BE USED m MEDIANS WHEN LANES ARE SLOPED :a
BACK OF GUTTER - FROM ISLAND OR AS SPECIFIED BY THE ENGINEER. I H
5----� \ i E-4 Pi
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
EXISTING WALK 1/4" PER FOOT ` 4 ; •. 1
i/8" TO 1/4" 8. LIDS FOR JUNCTION BOXES AND UTILITY VAULT$ SHALL BE NON-SKID AS SPECIFIED FRONT OF WALK
° PLANTING SIDEWALK ---_ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 1 % -s
BYTHEVILLAGEENGINEER. STRIP EXP. JOINT BACK OF GUTTER FLOW LINE �•y
T INK WELL SO POST CONSTRUCTION INSTALLATION 4 •.` .•""'' ,r
9, JOINT MATERIALS SHALL LIMIT SHR /S r EXP. JOINT-_` m m m /'�_ a. s ( M•�°4
4" "•^ - RES S IN A MAXIMUM OF 1/4" FROM FLUSH. y m W W - " `4 e : -
_t7 '
r
v
a ,
A.
1 1/2" EXPANSION JOINT " A A
• : { ::: ; ^- W GUTTER LIP
4'-0" 4'-0" V-5% 6�
_ tA
JOINT FILLER NOTES: FLOWUNE 2 1/8" RADIUS I -9" 9
3 4"
RADIUS
1/2" c� ... _ - - - 2, 1/8" RADIUS
1. IF TURNING CALL 15 CONFINEDACE " 3" TYPICAL RAMP SECTION „
TRANSVERSE EXPANSION :' PROPOSED CURB & GUTTER ''1cIJR13UR+ERrICAL54JBlACEalrIsACK z°-3" 4-0 2 NOT : 1'-6" MOUNTABLE CURB AND GUTTER N00
OF THETORNiNGSPACf;TItEMINIPv1UM1
JOINT I N SIDEWALK DIMENSIONS AT BACK OF GUTTER TRUNCATED DOMES COLORED
PROPOSED 4" CONCRETE SIDEWALK WIDTH MrILIST INCREASE TO S' 0' MIN. PER STD. NO. 132.1 TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY a.: a: 1 3/4" RADws
THE ENGINEER. I +', : 4.'
DETAILS SHOWING EXPANSION JOINTS 2. ENSURE FLUSH CONDITIONS AT CURB 1L Jl �� -M,Y
RAMP TO GUTTER TRAN$ITIQN, PLAN VIEW -DIAGONAL RAMP
FOR CONCRETE SIDEWALK WITH PLANTING STRIP
NOT TO SCALE NOT TO SCALE NOT TO SCALE '
NOT TOREV. ATE
REV. DATE REV. DATE REV. DATE
CONCRETE SIDEWALKS STANDARD ACCESSIBLE RAMP STANDARD STANDARD ACCESSIBLE RAMP SECTIONS STANDARD O
VILLAGE OF MARVIN STANDARD VILLAGE OF MARVIN �i VILLAGE OF MARVIN VILLAGE OF MARVIN OTHER CURB AND Gj-j`I'TER STD. No.
STD. N0. 9 99 STD. NO. -_ 9 99 STD. N0.
DRAWING �' DRAWING ������ DRAWING ---- DRAWING
DETAILS AND NOTES 106.1 2 - 0 VALLEY GUTTER 127.1 -0 VALLEY GUTTER 126.1 101.1
ii
NOTES: INTERSECTION with
INSTALLATION OF STREET NAPE SIGN
1. BLADES SHALL BE EXTRUDED ALUMINUM 606315 INTERSECTION with CURB and .GUTTER
OR 6063T6 ALLOY .080' THICK. (SEE DETAIL A) SIDEWALK, CURB, and GUTTER (1.6" TO 2.4")
POST SHALL BE 10'-0" IN LENGTH, TUBULAR - - -
2.375 O.D. GLOSS GALVANIZED STEEL CONTINUOUS - - .✓` - - -
- - - -
250" (THICKNESS) -+-"" - STREET STREET NAME MARKER
WILL DIPPED, WITH NO RAW ENDS; OR 40, 1540 OLS NAME Rte{ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
WALL ALUMINUM (SEE DETAIL 8). Q MARKER-
NOTES: F1 ( STANDARD O d 0 0 0 0 O 0 O 0 0 O U 0 0 0 O 0 O 0 0 0 0
2. CAP TO BE ALUMINUM #384 ALLOY OR EQUAL ,4 �g � -'" 8'-0" CURB &GUTTER
1. THE VILLAGE OF MARVIN LOGO SHALL BE 3. PREFERRED MATERIALS: - - 2.375" 2" SLOTTED FOR .25" EXTRUDED BLADE; 2.375" I.D. ''�� R/W CURB AND R/W 0 U 0 U O O O 0 0 U O O O d 0 0 0 0 0 O 0 0 0
USED ON STREETNAME MARKERS LOCATED ON -WHITE: 3M HIGH INTENSITY GRADE PRISMATIC 9" .091" (THICKNESS) BASE, DIE CAST AND POLISHED. CAP SHALL BE y" �,$ •.,_q. + GUTTER - STOP SIGN O O
VILLAGE MAINTAINED STREETS. SERIES 3930 (3930 WHITE) TAPPED TO RECEIVE AND INCLUDE 3 STAINLESS ((y) R/W + O O O O 0 O O O O O O O O 0 O O O 0 d O O O U
-GREEN: 3M ELECTROCUT FILM SERIES 1170 (1177C STEEL SET SCREWS FOR POST MOUNTING AND 2 Off" 'V 4 1 0 0 0 O O 0 0 U O O O 0 0 O U O 0 0 O 0 O O O
(1.6" TO 2.4") 0
GREEN) � � STAINLESS STEEL SET SCREWS FOR BLADE MOUNTING. I�g��
2. THE LOGO SHALL BE WHITE WITH A VALLEY and
GREEN BACKGROUND WITH RETROREFLECTIVE 4• THE DECORATIVE LOGO SHALL BE - SET SCREWS TO HAVE ALLEN HEADS (SEE DETAIL C). "` I o 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0
CHARACTERISTICS MEETING MINIMUM ASTM D-4956 ACQUIRED FROM THE VILLAGE OF MARVIN. a MINOR ro O O O O O O d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O v
A GUTTER a MINOR �O �0
3.- BLADE SPACER BRACKET SHALL MEET SAME
TYPE Ili STANDARDS. - SPECIFICATIONS AS THE CAP WITH 2' SCREWS TO 0 0 0 0 0. 0 0 0 0 U O 0 0 0 0 0 o O 0 O 0 0 O
- - - O 6" MIN. EACH BLADE MOUNTING (SEE DETAIL D). STOP SIGN F.
O O O O O O O O O O O O O O U O O d 0 0 0 O O
--_� 4 LETTERS WITH GREEN BACKGROUND WITL{ITE r... F ACCESSIBLE R/W +
AMPS o O O O O O O O U 0 0 0-0 0 0 0 0 0 0 0 0 0 0-0 O O O 0
RETROREFLECTIVE CHARACTERISTICS MEETING + STOP SIGN 0
® 1.0625" MINIMUM ASTM D-4956 TYPE III STANDARDS. THE R/W R/W 8'-0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 'U/N, PRIMARY LETTERS SHALL BE MIXED CASE WITH 6" O 0 0 0 0 0 0 0 O 0 O O O O 0 O 0 O U 0 O 0 O
2.5" m FHWA SERIES B FONT AND PREFIX/SUFFIX LETTERS R/W no
1 AND BLOCK NUMBERS SHALL BE 3" MIXED CASE STREET NAME MARKER Ix
W FHWA SERIES B FONT. (SEE DETAIL E) SIDEWALKJ 'a STREET
T
" - - 5. PREFERRED MATERIALS: - - 4'-0" MIN. (VARIES WITH WIDTH OF RAMP) -
QGE OF ,rtq �, •"'` ''.. ., , `' l + - -WHITE: 3M HIGH INTENSITY GRADE PRISMATIC -
MARKER
TTYti pf - m 1.0625" SERIES 3930 (3930 WHITE) TRUNCATED DOME PLAN VIEW
> , , Z £, -GREEN: 3M ELECTROCUT FILM SERIES 1170 (1177C INTERSECTION With
9 6 ,' r - r , GATED DOME SPACING
.° �...,�+ � .• � ," m , � GREEN). DITCHES, and NO CURB and GUTTER
,99 .
r TRUN
NOTES: -
6. ALL LETTERS SHALL BE SERIES B-2000 FROM THE - -
_J__ .p " Ta,,., -�' -. -: • : _ "- ; ;•�^ �.. 1 ! NOTES 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A'RIDGID PRECAST OR EMBEDDED
STREET NAME - -
9 cnn . ,... •.. s, `a1",�I'•-.. �. a� a" re. , -.'.,. �-.. ,�.w.. 2004 STANDARD HIGHWAY SIGNS MANUAL AND ANY . ; - - PRODUCT APPROVED BY THE TOWN ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS - V
D REVISION THERETO) PUBLISHED BY THE FEDERAL /�,;" ,� y n+'.. {,:%„� MARKER WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).
-{-.--- -•-� - - - - HIGHWAY ADMINISTRATION. `� ? .„,...; ,;; �' - 1. TWO STREET NAME MARKERS ARE REQUIRED IF THE 2, WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
C ot° ✓ f. MAJOR STREET HAS 3 OR MORE LANES. 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
10" VARIES CO3E\ �} g R/W + LR/W o.a"
�P 7. ALL STREET NAME SIGNS ARE SUBJECT TO :- �. .. +; '.�✓: f 2. ANY VARIANCE FROM THIS STANDARD MUST BE 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
r --
APPROVAL BY THEVILLAGE ENGINEER. BLOCK \�;�! "`y ��+ �sF '. i o }``• `^+ APPROVED BY THE VILLAGE ENGINEER. 5. DETECTABLE WARNING DOMES SHALL 9E ALIGNED ON A SQUARE. GRIP IN THE PREDOMINANT DIRECTION OF
NUMBERS SHALL BE PROVIDED ON SIGNS AND, DITCH MINOR - - OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. - U p,2"
- - 6 ,.., O CORRESPOND TO OFFICIALLY APPROVED j `• y, ^..� ,x '� - 6.' DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS.. - -
i STOP SIGN
` - - ADDRESSES. -� 7,•'-- ':'�-:. - STREET NAME MARKER - 7. IF PAVERS ARE TO. BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE 0.9"
- $ 1I_ - _ a ^" ✓ .,J 8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
F�A40 L/v 3" 7YP 8. REFER TO DRAWING 703.1 FOR MARVIN fsf / TRUNCATED DOME SECTION
,�Co LOGO REQUIREMENTS. y* i �i ti R W R/W
E'� J 3" np• 9. FOR SIGNS LONGER THAN 48 INCHES IN
LENGTH, THE 6 INCH MINIMUM IN C AND D IS o
- - -
TO BE 12 INCHES. - NOT TO SCALE NOT TO SCALE (� NOT TO SCALE
REV. DATE. REV. DATE r REV. DATE TRUNCATED D iJ ME r,7
- REV. DATE
VILLAGE OF MARVIN STANDARD STANDARD NON TIIOROU{xlli'ARL' VILLAGE OF MARVIN STANDARD STREET NAME SIGN VILLAGE OF MARVIN STANDARD
10-4
DRAWING STREET NAME SIGN STD, NO. VILLAGE OF -MARVIN DRAWING STD. No. - -- DRAWING STD. No. DRAWING srn. No.
STREET NAME SIGN INSTALLATION LOCATIONS PLAN AND CROSS SECTION
703.1 702.1 704.1 132.1 (s�
C7
PROJECT N0, LEH-1600®
1
FILENAME: LEH-16000-D1
CHECKED BY: TM
DRAWN BY: JBW
i
SCALE: 1 » - 40'
DATE: 05-31-2017
SHEET NO.
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRtTCTION
i
I
,
i

II .spy
M
I C4 U
GENERAL NOTES:
L? SAGx OF CURB FRAME GRATE AND HOOD O -- O -� -. .. h p� Cq U
H M EE TO,NO. 640.09 USE CLASS 6 CONCRETE THROUGHOUT F•4� '1W C7 � EXPAAISION JOINTS - M � >�.11co
•�l X PROVIDE ALL CATCH BA3143 OVER W-6- IN DEPTH WITH STEPS 12'" F'- �• � +� ¢ _ •d
IWI ON CENTER. USE $IEP$ WHICH IWLY WITH SBD. DRAWING 040.60. 4r.8
k
3p
0, r r OF TONAL ca19TRNCr14u . oLI1HIC POOH, 2° KEiwAY, DR as RAl DOWELS AT pato r rt�tlx 6u a" ai r�'r GENERAL NOTES:
ra_{(73
v ;113.5 - ,° -. _,;r; ,,;, u y 12" CENTERS AS OIRECTEO NY Tt!1 ENOINEER, 11 J 4 r•c 171 -G 94 BARS "V' 810. a40.U3 FRAME'. O -3 � �
fTt Y " ` -,•• Y L - USE FORME. FOR THE CONOTRUCrEON OF THE Bottom SLAB. Ct Ct 170 i H-i ••-I A. ORATE. 5. FH)00 CSE 1. UNLESS OTHERWISE DETERMINED BY THEV?LLAGE ENGINEER THE MEASURES ILLUSTRATED ® ® y1
H-e -•1 '' ?:. A "" -. q�07J gy-•{ 112 117. LII d,�LLM - - - _ SHALL BE USED :WHEN CULVERT DIAMETER, D. IS GREATER THAN OR EQUAL TO 24 INCHES
„----••-.--- ' :a.' IF HEINPORMI) 0ONGNEYE PIPE IS SET IN WITOW Si,AB 4F DOX, rM1D Tel SLAG III q L1-. � : � -n Y�" �, tTt 3 P V- S? = O sg
M -;q AS SHUNN ON STD. ND. 840,00.. UtyC7 r �+ X00 \ ,,. � � AND WHEN THE DIFFERENCE IN ELEVATION BETWEEN THE CULVERT INVERT AND THE TOP 1�
n rTx 9 „ „ e IBE INOIGATSo. `C F r-r v d rt l LL1
USE TYPE- E , F Ad,O 0 ORATE$ LALLE3S OTH RW 1® ;�Li.l ZH 1--
e • by
AN OR EQUAL TO 5. FEET. • P�Gii
gg OF SLOPE, H. IS GREATER THAN Q
;; : GOh F-: 'Cd O y[. �'.:J - - - - - 2. INSTALLATION OF 2'-6" CURB AND GUTTER MAY NOT BE REQUIRED WHEN AN ADEQUATE -
.`OH 8 -G IN HEIGHT OR LESS USE B WALLS AND BOTTOM STAB. OVER. � IL py � : O G) � . .
-0 TO 16'-0 IN HEIGHT WE a WALLS AND BUTTON SLAB. Od)JUSr O 4 � � � R � °1t R. PP � .. O CO i!3
_ ° , _ CLEAR ZONE IS PROVIDED FOR VEHICLES WITH AMAXIMUM OF 6:1 SLOPE (SEE TABLE 1).
l,'$g�-p" - +y 10'-0' MAX. 10'-0" MAX.
• • • ... .v.
QUANTITIES ACCOROI;NGLY. , M { c �; PLAN F- 3. INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 10-FOOT PEDESTRIAN CLEAR �^ Q
A'T" - w -f,•, -°. - COPi3TRUCT WITH PIPE CR4AT10 WITGHIras. F� -+C. f"!,, 1 iiT esw ua +n "•'-""'"' - �- • 3'-G" MIN. - + 3'-6" MIN. ZONE IS PROVIDED BEHIND THE SIDEWALK WITH A MAXIMUM OF 6:1 SLOPE. WHERE NO VI
'4w I PLAN - V CNANF€R ALL EXP0SE0 WRNERs i". D'G] too a `- ¢ -+ u, CURS AND GUITE1t.WITH GATCR BASIN ON STEEP 0RA0E6 _ /�!
W O SIDEWALK IS REQUIRED, INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 75-FOOT 08 coP"I
GOO T a" SEE NOTE e: W m oL 5 g PEDESTRIAN CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A MAXIMUM OF 6:1 SLOPE. Q Iti
X - C4eAWINO NOT r0 SCALE. a K p vx TOP
SECTION X-X u m "� ELEV, a„ 4. FOR CULVERT CROSSINGS WITFIOUT ENDWALLS, LH AND LC2 SHALL BE MEASURED FROM
T P @LEVAt [(IN - , USE ON FLAT EXPANSION JOINT
ORAOES. MAD UNDER THE OUTSIDE OF THE NEAREST WALL OF THE CULVERT BARREL. - W
- 1 . , . : "' ' - 5. FOR MUDTIPLE BARREL CULVERT CROSSINGS, LCl SHALL BE MEASURED FROM. THE ra®9
TGP ELEVATIOry I -, ` CENTERLINES OF THE OUTBOARD CULVERT BARRELS. - �.
,.... ., -
-.- --.-•«•-...•,+�.r,. -_-..- FHA1W ORAr -"WO. 11DDD STEPS STD, ta., 8E0•Ba -DETERMINED BY THE TOWN ENGINEER, ADDITIONAL MEASURES
ft4l 7 $ EXPANSION JOINT "'•.., •� �„3' "..! DEr^NEBBED UUTPEH LINE DRINK- D N
PLAN OF TOP SLAP SECTION 5-S n(� F SID Is
. ; . 6 MAY BE NECESSARY,REQUIRED. � E
r,
" 171 xVAtrD. ELEVATIOREQUIRED QN BOTH SIDES.
'' ` "� O NORMAL CURB AND GUTTER OLN LIGHT GFI CE8 tI_icyr" • ' 8. INSTALLATION OF HANDRAIL IS REQUIRED ON BOTH SIDES OF STREET IF NO SIDEWALK IS REQUIRED
EXCEPT-WHEN A 15-FOOT PEDESTRIAN CLEAR ZONE IS PROVIDED BEHINDTHE CURB WITH A
C)C,O 'y 'r' :,.", y '" ,.,+. Cf7 NOR'>\4L OUTTsH L1IIEN L__MAXIMUM OF 6:1 SLOPE.$ ®"G 5° r t� H s 8 xa "W'" DAHs fl4 BAR ExPANBI4NJOSNr OI TOP CLPLAN S€CYTON Y•Y 6, d }:. ,� aI rc' r ..-___ - 9 IS ONLYY REQUIIRED ON RONEI SIDEQOF STREET.? PROVIDEYHANDRAIL OR 515 FOOT CLEAR ZONE
..,1 M -S : �i YI. - :.EON ORADEB ER 2'4 _ c''S M O N4 D {-� .ER pN SIDE WITHOUT SIDEWALK.RISEH HT. '.. G.O LI?G �G - BP E SINGLE FAMILY DWELLING UNIT.
mYr1RiES OG PAESP-D QUI• TER LINEr� 10. DESIGN ADT IS CALCULATED ASSUMfNG A TRIP GENERATION OF 10 DAILY TRIPS PER
D EO AE. J'�.m 40" 8".0" Y"-�, _; Q �., -� � I ". "' pp .EXPANSION ,tOI NT � O O4
k^--9
'z* „6 v � . I e e-•„" ..;-.,w ,:; Ir I
� � � ICb cl 11tz" TABLE 1.
W �
p„ wr;v, .t
a° TCTIMF J 1- F Ta BOWEL ELEVATII9F1 ^ CLEAR ZONE DISTANCES
T3 y, ' •-""'. .'; M1+ERE any r0 aDr PIPS Is vaED' a'a W F-1 SECTION R-R ""'°"'"' NORMAL CURB AND GUTTER ON STEEP GRADES LOCAL, ..COLLECTOR, AND COMMERCIAL STREETS
cc C'I
IS SEE rtOTE WHERE 42" TO 54' PIPE IS USED -4�iJ cc YOU°" 111 '� � - -0 w � p
WHERE 3D'" 70 35" PIPE IS U3E0 , O MINIMUM. DIMENSIONS AMC QUANTITIES FOR CONCRETE CATCH MASIN BASMO ON MIN. NIGHT H WITH No MISER ® CLEAR ZONE FROM EDGE Of PAVEMENT
rn DESIGN ADT
$ II DINENSIONIS OF BOX AND PIPE COVER oU.YYV. CONO. M wx DEDUCTIONS -...1 NOTE: - - - - TANGENT SECTION CURVE (WITHIN 125' OF CULVERT)
MISER HT. _ M
M VARIES ', a .. ..... , - (j, " -1r PIPE SPAN NE WIDTH SPAY mvT I4EIOH'r' DINENSION BAR8A) SANS-4. BAB$-W , �CA'9SM1m.Y ONE PIPs +
• n- A 8 C D H E F 10 rA. TOP 64rTOG " -'- -
to J LEArH N6. Ertarn Nn, _ENOTH LBS, stAB 3LA6 "ciln H O.M. R.c, uJ TRANSITION FROM 2'-6 STANDARD CURB TO VALLEY CURB UNDER 750 0' t5'
x. FT�!
6. IAT W 12" i.O a•a' 2',_ -. ._ - ._ .. 0.295 0.772 0.g15a.02a 750- 1500 12' iB'
;+ B 15 3'•a' a'•z" 3"-a" 0,266 a.R29 U-023 D.OGO AT A DRAINAGE INLET UNLY.
"`
T." 0,29 a.ee7 0-033 0.049 SEE STANDARD 104.1 FOR CROSS SECTION GEOMETRY. 1501 - 6000 1a' 2t'
.' 24 3 .0 2 =2" 0.29$ . 1.001 U-060 0,065
.1 . 3q" S'•O" 2.2° 3"•4" 4•-3„ 1, 2x3••0" a 1 ,6`^ . 2 3.93 y,0" 39 0.123 0.)21 1,473 0.082 O.i27 - OVER 6000 16' 24'
`. ,# - 'jl .Y: 38 0'•0'" 2' 4`•Q' 4 1'"ii°' 3 3`•9" :] 3'-U a3 o. Tai O.3oa 1,714. 0,132,0.178'
" ? .;, .-.... 32'9 3'•D" 2"•2"- 4`=5" 6.3 1 •5" 4'•z" 4 •1-0 2'.11•' _3z a.11a q.ara. O,1B0 0,2413 .NOT TO SCALE - - SEE STD. NO. 133.1 FOR PLAN AND CROSS SECTIONAL SCHEMATICS. NOT TO SCALE
WHERE 42 TO 54 PIPE It USED .:.,?" .. y -s' .r.:.•".' 40' 3'. q° ". -. 0'- O -®• 2'0° G'.v* 4 .P 0" 8 Y•tE" D 2'.11" 38 0.735 0.382 2. 62 0.256 0.317 REV. DATE - - - j REV. DATE 11111
DETAIL SHOWING METHOD 54'11 a'-q" 2`-2'+ a'-T" 6'-3" 2'-1" 3'2" 4 2`-19* 5 2-1s" a 2'-it" 45 0.100 O:3e0. 2.987 0.207 0.401 9MEET 2fl£ 2 r CULVERT CROSSINGS ®N RESIDENTIAL
SHEE:r I OF 2 :•ItfTiET` N HEET _14F 2. ET a DF x CATCH BASIN .FRAME - VILLAGE OF MARVIN STANDARD CAR
PLAN •HIDER HAS .22a eN6Ic YARDS OF coNCRETE PEiI MCI HEIGHT .0i VILLAGE OF MARVIN STANDARD ------ ^�" m STD. NO. e N 0
-840.02 - 8400.02 DRAWING
IN VALLEY GUTTER 121.1 DRAWING AND COMMERCIAL STREETS 134.1 ®'R. .E�Sj
STD. N0. ♦ O
FIT O Y 1,,7„ OpJ C0 rr r ar a ��
GENERAL NOTES: ,-1 Y r•k 1 S 1••• T a°
•°
� • e r
1..e.., r o n a
G USE CLASS "B" CONCRETE THROUGHOUT. h C u 1 , -- Q.
vI" O z9 - : -C8 110 DEPRESSION �N 11 F S
PROVIDE ALL DROP INLETS OVER W-e" IN DEPTH WITH STEPS 12"
H O
ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWING 840.06. M (.:5 • r- 4-t O � +� � �$ '"� ��^" 1 ` a 1"a cj co s - ® O Z '
r" O -n (1) W J ®r-4 I.... O'rt .,1 {YI a ar r r• rr w5 _ \`- LL J N-7 83 a
Ffl Z S ^1 OPTIONAL CONOTRUCIION - MONOLITHIC POUR, 2" KEYWAY, OR 94 BAN DOWELS. AT D- - a + e �.••
H -A•1 Y X 12" CENTERS AS DIRECTED BY THE ENGINEER. O N I--7 "'1 7� "T 1 " A 1 6 I OO LL • ® ti
_ A S!. USE FORMS F011 THE CONSTRUCTION OF THE 80ttoM BLAB. HW., V < d ITE _ \.'A 177777=3
E i rcom
i® �^ ••• ° c' 1 V `�� a �� °s
'G IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q F, I-1 N O _ z F •e ••. o••
S (1 O O
AS
SHOWN ON 3rD. N0. 840.00. F• S. W rid ..D d TI Cat ., f'•�--•'1 tD I (,�O £i' LII ♦ ®6
~ O r - CONSTRUCT WITH PIPE CROMIa MATCHING, O ~ O '� -
" ...... ,..,s. ,"I LL e
6 O 0 Z , „ MAX. DEPTH OF THI8 STRUCTURE FROM TOP OF BOTTOM SLAG TO 70P ELEVATION = O H < 'Cry r.Y _ � ": Iy I " - m - = O w q MIN.- 6" FREEBOARD SIA, , M V "® 9e0
Y 1 -7 I9 12 FEET. - > ,..,_. CV G..m..:,Wi I 1-..:+. rj I I 1 1 1 01 \ \
1>_1
rs.
USE STANDARD FRAMES AND GRATES 840.22.($NUNN), 640.24(3HGM), 040.20, yy s �. �� I,m,.,,: �BEGIN TRANSITION AT _(A840.29, AND 840.33.
CONCRETE APRON r ® Z ! - II I �. a :
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND ORATES NOT aiNWN.N^ - AT END OF RADIUS _ III _I DESIGN STORM WSEL
SECTION G_G N�,- 4---------------------------- X11 z
Uj
CHNIFER ALL EXPOSED CORNERS 1". 1
DRAWING NOT TO SCALE. L4Y1ra'(3
1�1 r'� FRAME - _
PLAN OF FRAME T? � SEE STD. NO. 121.1
�- - O
Y _ 1r-YV++ 1r-7. rr C'AST IRON 0 VARIES FOR MORE DETAIL � 1 j I I III-II�-I�I cY In
PLAN W
REQUIRED HEAD {H) i l z
CONCRETE C : ' '
(� PLAN QF GRA ING � CI � 1
I .•-..\ I I 0 w
9` - 2'-0" VALLEY GUTTER z Z ! /
Try FRAME AND GRATES SEE DETAIL Ii 6'11 - -
4' F , - Z 2'-6 CURB I I \
Z TOP ELEVATION 4' 3IAL'4taT 1" O + ( ti CAST IRON U. < EXPANSION JOINT rn I L__��..�___i_J .i3 'O
RI O -CONCRETE APRON -"I V. 47 I 2 -31` "t 010 z !-- , V
ILI
�, oFq �_--___.__-.___J U H
xvaxsloN z •' ¢ Q
A N , ' .. CLASS "B" a NXTEAIA� H W a (!) - -
o
s,. _ 6 B 6"_ CONCRETE CONCRETE Q P-! -•l as -a a rr d4' STEEL HOOD CATCH BASIN--+� _ �3'�0" 7 Z
I
-_
1 671 "( 8" 4„-.4 I ^•-OUTLET PIPE .. � R ® y _ _ _ �� �8. � �$ C�7 - X O\$( JRCV TOP OF BERM CONTOUR � O
i ® D 4" 4' �' ;� rr rr rr ¢z Zo - - - G PZ\0 SHOW AND LABEL ON PLAN w w
v ®� i8 Ti 1 1 7 1 T N uf) V)
J v.. vl)' '. v..'a.v.. DETAIL Q� j P:
:.7 D 3r-3 rr 2r`3 '4." .. `oia -i Lal W
CA Of
OUTLET PIPE 3'r SEE NOTE 6" SEE NOTE O y _. _..... O - - I 1 Z - p O
CD ® MAX, PIPE THIS SIDE - 18" (APRON SUPPORT NOTCH) C7 1,61 ���+++--- - 2rr 1 ` 1, r g ,r Z U. O EXPANSION JOINT
•� SECTION X-X SECTION Y-Y F 611 /g I I llir' a H E�' 1 ¢ ¢
11
F- 6,°^ CI ------- n w
04 0
SECTION H-H
0 o 0
M DITCH OWE N ;"" - I 3'-21+ � j�--... ( 2r-2ar � 'C= 2'-0" VALLEY GUTTE I i _ F-t I I
M L7 ! + i3 C3 F
ri°J - ,_,,. i T Lei
O i - - - I Wa BAR W > 0 I 21✓Srr 21 Brr ) "CL P-4
W MINIO M DIMENSIONS AND QUANTITIES FOR CONCRETE ORATED DROP INLET I i I W 6•- t7 ,� -
cuB1c YARDS of DEDUCTIONS
-1" i1 iE 2r"1rr cv (r III I W�ys
PIPE SPAN WIDTH HEIGHT (CUBIC E D BOX FOR ONE PIPE I I I Q. tl0 �" I I �' N N
�i- i ® _
M D A D N BOTTOM H PER H IN. TOTAL C. R. i i I-ORATED 0.1. V O - 31 Sr 2'"Orr NOTE: YARD INLET SUMMARY CHART h+�l a Q
SLAB FT. HT. TOTAL ,Qy,�
p
12" 3'•8" 2'-0" 1`-8" 0.362 0.247 0.391. 0.753 0.020 0.032 C71 U_YARD1. WHERE 2'-6" CURB AND GUTTER IS USED, i YARD INLET AREA (AC.) CFS HEAD H (FT.) COMMENT
15 3 -W, 2'-0" V-11" 0.362 0.247 0.463 0,815 0.023 0.036 Z% - CATCH BASINS MAY BE LOCATED AT END 1 , �
98" 3 •8" 2'-0" 2'-2" 0.362 0.247 0.515 0.877 0.033 0.049 DOWEL "Art SECTION G' , E SECTION F - -
24" 3-6" 2'-0" 2'-6" 0.382 0.247 0.059 1.021 0.059 0.085 SECTION J. 1JIV G OF RADIUS. 1 I l T r
pqg\. 1.7 36" 3•a" 2'-0" 3'-6" 0.382 -0.247 0.906 1.268 0.132 0.178 - I &HEET 14P r `-
+-?POill 1 a0' 3 •9' 2'-0" 3'-3' 0.362 0.247 0,782 1.144 G.n92 D.1zf SHEET 1 of 7 BH�E7 t of t - 4 • ,I 2. RADIUS AT INTERSECTION MAY VARY.Co
SHEET 1 OF t
' 8400.19 84Q . i 8
o� �( NOT TO SCALE NOT TO SCALE
_ ...... >: M •�"# 2 ¢ V. DATE REV. DATE V 1 T� Z
43' NOT uS> TY#E '>E,; '"F" anti �O• ORATE � � � +• DETAIL SHOWING TYPES OF GRATES 2`•tt�" 1 ra .
lJI4L OTHERWISE iRFTEti. 0 USE ACCORDING TO WATER FLOW. 1< 11� STANDARD CATCH BASIN PLACEMENT I L E OF MARVIN STANDARD
n Y4 ' raI r r- a c 35 g. ." O VILLAGE AG STD. No.
a �(n - 1 �� VILLAGE OF MARVIN STD. xo. ---- DRAWING GRADING AT DROP INLET W
Tn TSO rm 4D cnca�,x _- DRAWING
_- AT INTERSECTIONS
cs " I1J IC O n-1 t 'T`'''' uI¢ L ' 122.1 316.1
OtT $* TY1 • H O , „1T1 TYPE O YYPE r TYP3E F ` A A l rr f r ,
rr ii ca � 1 Of8"r De � p�
LU
p WATER FLOW SAO -- WATER FLOW T MOO"�- O ¢
* A A AIISk19 FF1AddE riITY1 ItASIGI 18"} 1 7 1 �9�rr�e ice)
13_" y
e vt EWE OF WALL TO ALLOW f , 0 tray ,--___.-_ ---__-----._a_.,.___-_- t gra � L)
FOR tEITIGA1. Rt1JlAS4BEN6 SQ s B 1112'}u \
-, {
¢ SEE NOTE 2.�-
WAG'L SE0..1 tiN€ C31
.. �_�___,." I�c�:.',-... "` $ - -•:•� -•,. -- •-°• --• •- -•- --- - ,..- ^- -^ - •.."- - ^-_ -^ _•'- - --. -' ra H0 2`-6" CURB AND GUTTER, STD. 1 D0. t VARIES T.�6 5 V-6" 2'
1 y� �rr 1 • !-.-• (-- PLANTING STRIP 1 � C
8'EOr';<(SN *TEN - M HANDRAIL, STD. 700.1 & 701.1 SEE NOTE 7 -�., S VARIES -
SECTION B-B �% 2_6•
} -----------------------.----_- O
VARIES
I~ Easement Requirements for Gv�
:., ' T C[ 1-4 Q •Ti rp 1 23�drr. �„r.-, d � (p H1 2,_O„ VALLEYALGUTTER. STD. 101.1 q• _ 5.1
7-1 �
M FRAmE,(xNATE, 8, 11001;1 A$S' €z $ � ni �I � � � � � 1WATER fLt6W - SlAG WATER FLAW ** �s � � � � Z I 1 H H 2 GENERAL NOTES: Open Storm Drainage Channels o
••-••^-I SE"OTII)Ei A-A H CURB TRANSITION 2'-6" CURB AND - I M
oy a- (A Z L L FOR STREAMS CARRYING 500 ACRES OR Area in Acreage Easement Requirement
�+ B" �-� _ d:F s-1 - '; .. LS S GUTTER 70 2'-0" VALLEY GUTTER, q
�-FIT ` " ITT M Af 0 U STD. 104.1 MORE OF SURFACE RUNOFF, THE EASEMENT
O ..,•.,..-„ - H 47 T rr a .. rr r � PE CULVERT^•.. \ Y
a - O'^ rr TYPE '^ E �' `--ENDWALL 0-45 ac. 20'
1T" „ t a F TYPE F' TYRE E' TYPE !Orr
'�`""" (A3 t7 ., ENDWALL SECT REQUIREMENT IS TO BE THE WIDTH OF THE
Li x CD L� i Y CC PITON A - A 45-120 ac. 3d
yi T = p RAIBIt(? FLOW }4RR4Yi 2 n ct SEE NOTE 2. STREAM FROM TOP OF BANK TO TOP OF BANK, X y
"E (w t y /16 FIICvH IL Tao-Soo cc. ao ."w
I N' rd --� e=s tI3 -•I 9 RAISED FLOW ARROW 2 rr `6 Z LH PLUS (+) 10 ON EACH SIDE OF STREAM.
0+. s� 663 i7 til . LU G'I A 20-0. t0' TRANSITION - 500 ac.+ see note
Ci 50 c5 � lrja" HIGH --�� � E j 1. � o ENowAu � (40' MINIMUM WIDTH )
1T
C7 - < LIC t O.' (7i R w - - - - - -R/W 2. FOR OPEN CHANNELS THE MINIMUM
7'" C?..,� D•. wt -� � 7� r lF) LH = DISTANCE FROM END OF WINGWALL TO / S.
�- Mr. 't, j 1 p END OF HANDRAIL �..: . ; ; , ' EASEMENT MUST CONTAIN THE WIDTH OF THE
�J 1 R - 1 C7 f " 07 .•:' : ".:i''' FROM OP OF BANK TO TOP BANK. Easement Requirements for Storm Drain Pipe
: ;..
= DISTANCE FROM �. OF CULVERT " -
� re �CTitM .@ � W � � � �� � rr' �rr °Y` � 613 W L:C1 ..:�.... ;...: STREAM RMT 9 P
QC
�• _ Rtl'R c `, ,.•.„.. 3r lid'' u. 3 rii. ir iE1..TO END OF 2'-6" CURB AND GUTTERt ra 1n - - p'2 4;3 'T'I , a GUTTER. r. : , ,. .' . : Pipe Size aseme Require en 0
g E nt m tt �63'r}- wY 1 &1 1raR 3, WIDER EASEMENT WIDTHS MAY BE REQUIRED
_ t8" LL H '. 1 13-dr rr� H•.+-- r - J'S,r+ U. O LC2 = DISTANCE FROM END OF WINGWALL LZ2
r , Ir L( Ht H 10o'-o MIN. H2 H7 FOR PIPE DEPTHS GREATER THAN TEN FEET. t5" t5'
t qq '1 TO END OF 2'-6" CURB AND GUTTER.
li.. 1 2 -11 11 125'-LC MIN.
^�•- 8,r '....." 1 rr .r' r J• rr �, 1 rr a n ar 1142 rr - 0. 78" 75'
r "` 1 8
�..,r,.fl ,.., 3' D"_.. :y �,I r' ij 'i4r• ,,.,. " � 24" 75'
r+ � 4. PIPE SYSTEMS AND OPEN CHANNELS ON
PRIVATE PROPERTY SHALL BE PLACED IN
1 " SECTION A'A Bre a 30" 20'
.4`�6'" a NOTES: a H A STORM DRAINAGE EASEMENT.
:SNE€T: 1 OF 2 pp yAry ll"\E+� TYPE F - ♦♦ ,iEOTION A-A SHEET 2 OF 2. Hi H I - H H1 36" 20'
^0450 " V I =TYPE i'T`-,.,,.-,..-. 4� �R\e p�yy pry 1. SEE STD, NO. 134.1 FOR GENERAL
{y ,,g ,�ry\� yry•� HOOD Ey 1011 G TO 840 uHFET $ oF. 2 r . ca4y . W+J NOTES AND CLEAR ZONE DISTANCES L. .. ".• : .. • : ••:. ' '• . ' �.•� .. ;. ` ; •, 42" 25'
4rM 4J a ',J K7
2. PLANTING STRIP WIDTH TO BE IN
C7 NAL MAkE7 LE -p- - 1 '� ACCORDANCE WITH CROSS SECTION - M 48" 25' w
A 5;, 4PTT0 O ' rr - u SURFACE PER VILLAGE REQUIREMENTS. _ - _ - - - R - 54"} 30'MIN (VARIES)
. o E ^I 9 r O v N '6 HAD. 3,n ". R/W _ _ - _ _ ENOWALL�„0
¢ENIPAL NO11' '.QF- gy :.'OUB q. +r fi'0 _. 2r Orr 1' ,r RAD, " '.. RAO` a+ 2 RAIT. PI�VEA(ENT 9 SEE NOTE 7 ON STD. N0: 134.1
c ci �D w to O RAD . tco f a'r RA[t. RAD . u_ -o ca A
r-O �➢ (li Y 0„ O CHANE€R ALL EXPOSED CORNERS k". lL J t•-t r"" p:T •„( (IS err D.
h�-1 *•`I I ' l USE CLASS , 0"' CONCRETE THROUGHOUT- O O � S M � •_"! � �, y .. 1�ar nAO. � � 0 0 �} 2 No
L .. of • L I $.•V.', 'J= .' Lll +;CLT
L 1 ° ErwAY off LIJ tL'o acs = �;�. '`,. ;., cs: a F-rJ cis NOT TO SCALE
GTI 1a X _ 1 D i `4_I D °a<TI6} o sTnlia`cenr°s as"uaReccTE�r Or SHE EadirNEER.'>ces�a rt[p}
f e _ a'T""'r' . �y a. m S , , 4 "D °C rYS r k�i c q
(0)d.0 --...� ?^. ..... _ T�.;yca n +7 T k' USE FORMS TO C9N31RL*CI SHE Bottom SLAB. #- i°- .l11 '� OOH} r .. 6:' A. ,' - b.•' ., E•- O SC/-',
: `o 'rE -t"'t i l , iX} C? 1-4'9 r v p. - . A r }®, -REV. DATE
- it .. It ` ` , v , - 4, , A, v . ,V; C+' n' N , :4; tom„` r�a '1'{ " Ri9C:. U] i NOT T REV. DATELE
i P. Cc >.,� r MINIMUM DRAINAGE EASEMENT
w IF REINFORCED CONCRETE PIPE IS SET IN�BA EE SLAB OF BOX, �� �,�,�� 1�S RAD. �.°4 �7�� CULVERT CROSSINGS ON RESIDENTIAL
VILLAGE OF MARVIN STD. NO.
ADD TO BASE AS 6HtNNV ON 3 A TTA ttr (� 1 s a I STANDARD
' -- { ;,' - _-_�_� u_ REQUIREMENTS FOR STORM DRAIN PIPES
' r JUNDx10r1 BOXES OVER a'-B* IN DEPTH WITH STEPS z r s L VILLAGE OF MARVIN STANDARD STD. xo. DRAWING
I-.__-__ 12.0'V(zVECENTER3 IN ACGORDA.\rE WEYH STD. N0. b44.a0. d '"C ' ,r 't `, DiN6;D-AND '(f.ItT TEl 'B H DRAWING AND COMMERCIAL STREETS
•, �, fir_ u�D AND GUTTER .� �� 133.1 AND OPEN CHANNELS 314.1
vsZ �_'' 11 3,+ 6 v' $°" 121' OR 18" �ti X '19" OR 18" EI
g" 3"-y F*s1U3r UDE STEEL, CONCRETE AIlO MANHOLE
MASONRY QUANTITIES i
0
tO INCLUDE THE AROUND OPENING
nF TR- VSLAB,E 4I.E, 47AGiVARI BARB - (",ONt"iNETE tC6tRB CON ,METE C6J6iU
4r O,r 2r3UE4
FOR STANDARD
COVERBd. FflAME tl �rA SHORTENED
C Olir19#IICdS MASONRY, OPENING I,V3rLAB,BI}10!#AL VARIABLE 1
PLA /-IPTIONAL SrACEO B EDGE OF
/! C, TO C, NAE. DEPTH OF THIS STRUCTURE F1TCW7 TOP OF 00TTCN( SLAB TO TCtr" i _Orr _9,r yq
BRICK MAY 6'" USED ELE'lATiON 10 12 FEET. PAVEMENT _ 2rr RAO. 2r
TI AWU6r FRAME s 4: 8'r 2'•.4" MIN. .r ^ADIOS t 1r O,r 1r"Orr
W4ER IS gtAIFA,GE :. T I - -
ELEVATION MAX. V a4 BAR 12'r ¢'..�
Irl R , '�
()
C9 1v ;.a6;I a : 'p V 4 r p . 7r, 63 q P , a 7 . a ,' carr D v�p } r
8i . 5 9" r O Al ''T' a
a I FIT
as A9 py '. . r . : `• , a . -. ar v Ld3 ALTERNATE WALL _L TABLE GF DIMENSIONS NOTES
.r. t-' m '•r OL"LET PIPE C4. �a Brr 7"..3m- ,. 1" CONFIGURATION - D" T e A" B "... C " E " L " H:V WT. 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE y�y®
d +'r g F"- Ira F- 12 2-1/4: 4 2'-0" 4'-1 2'-0* W-1 3:7 730 1�1
H-1 = (l3 I.:. a -. .-..®"' +" a '' C_7 z GO gXPRESSWAY GUTTER. '$FID LD�R.. BFRdl1..GUTTER rr rr !•:! F® " _ ,� +_ " OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
Ja I A E aR P Lsem J g; 0 x B X 6 MEDIAN CURB VALLEY GUTTEit � L3 1� 1 " 7,30
W -4 .'`� - - -�«SECTION O"--4-•^•-j < M - d « 18" 2-1/2" 9" T-3" 3'-10 3-0 6-1 3:1 17 0
O -1 INLET RIPE i� MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
B" :. _DOW� O I.•e !y n uI 24" 3"' 10" 3'-8" 2'-6" 4'-0" 8'-2" 3:1 7770 IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
Ci-- SIB D-DD..D °--�•-�- 7G? ,,,,) �. Z i S9(`„jAQN VIEW OF (','URB$ OR CURES` AND 1"N6}'6"�'9'9I 'O � -- --- �--- 30" 3-1/2" 1'-0" 4'-6" 1'-8" 5'-0" 6'-2" 3:1 2380 PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6",
SECTION X-, j( .��aC^ � � O !�°lr 0 I - f� �cc ad 36" 4" V-3" 5'-3" V-11" 6'-0" 8'-2" 3:1 5320 UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
C
DIMENSIONS AND QUANTITIES FOR ODMCREar, ,lBNGrrON BORES p -"Va 0 0 " � FILL rs M f rr DEEP �QU Ila I ---___...LLL 42" 4-1/2" 1'-s" 5'-3' 2'-it" 6'-6" 8'-2" 3:7 5920 TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
O) 1r7 .. _. _ GENERAL NOTES: : Wr. - I 48" 5" 2'-0" 6'-0' 2--2" 7'-0' 8'-2" 3:1 7470 PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
r G7 9IYENSICdS OF 00X AND PIPE TOP SLAB I ARDS IQ1A40tW1TITIES DErAPdEE08 F ONE L- ' 1 GROOVED OR JPA N -a"
O- g} REINFORCEMENT CU6 C Y PIPE ., '^S W Q (•^ Ci ,., 0.7 PLACE „CONTRAC("IOEd JOIN tS AT 1O IN CER IALB, EXCEPT THA( 636 54 5-7/2 2-3 5-6 2-10 7-6 8 3.1 8810 THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
6 PIPE SPAN WIDTH HEIGHT 8+M7S "A" DIMENSIONS : IN sox SOX Aho 5LAOS a! $ E•-• O r +IOIII WC.T7'l ,J()$NT 1
Hi C73 ^ A 19 SPACING MAY BE USED WHEN A MACHINE IS USED On WHEN SEALER O � 60" 6" 2'-6" 5'-0' S 3' 8'-0" 8'-3' 3:1 11180 OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
TOP' 40T70M MS ! LBS. UB. vOS. Ci SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED .JOINT SEALER W C B
❑ A a tt N0. L€NGiH. E F _ r - ""-'-'"""-•" h-} 66' 6-7/2" 3'-0" 6'-Ov. 2'-,3" 8'-6" 8'-,3" 3:1 12530 INTO PLACE. _
4 EXP. J0ItT $w SLAB T7, OF 9, HEINF 'MIN, '"H, C.s. R.c. � I � � � a WITHOUT THE USE OF TEMPLATES AT tO' INTERVALS. 3 B ` RAD. GUTTER � p„S
.�. (ry L LENGTH - 72" 7" 3'-0" 6 -6 t -9.9 -0 8 -3 3:7 13980
CT - , * , ht hi etl EE:•. (i4D.. PAVEMENT SURFACE 1-t - 2, ALL BACKFILL' MATERIAL SHALL HAVE AN IN PLACE COMPACTEDDENSITYOF 957. w
2 2 °a 2.G a "3 17 2.0 a •G 3 •D a.is7 a. 147 D. (95 22 a,75a D.DTS 0.024 i W JOINT .,SPACINfis 64AY (IE ALTERED IF nE0l1IRED IJV THE ENGIN R. „s, E Z
rtt +7a a j P SUnFAC
-rt 7 15'" 2+.3' 2'•3' 2".6'° 12 3'•0" 3'•a" 3'•a" 0-190 0.f9a G-204 24 0.902 0-923 0.056 I;J (,' `"` - •CONTnA;CTION JOINTS MAY BE INSTALLED WITH THE USE DF I - PLAN. 3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 1007.
t? BY OTHER APPROVED METHODS, .13 ,
6 2 •a 2.9 to a •3 3.6 s "a 0,xx7 0.227 0. 22 30 e,Oet 0,1333 0.049 u1 O TEMPLATES 0R FORMED
37 7 1 2 - - MIN" OF 1 a DEEP.
',. p r' • v v y •.r ;u ••', 7,• 0 .'s.• p W 4. ALL TRENCHING OPERATIONS SHALLMEETOSHA STANDARDS.
1.4 4 D.n59.nB3 CONSTRUCT NON-TEMPLATE FORMED JOINTS A '� a .:.., :c a .. e , v, a . n , L
24 3 •0 3 .n 3=3 10 3 -Q 7 0 4 tl q.,IS6 0.099 0.560 40 3 - rr " -_ ' • .' a ' • v ` " ' v • m'.'?„r,' •.«: F-1 GENERAL NOTES: 5. K MATERIAL B N 7H ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
- aM 3' 6 3`•6" 3'-9" 6 4'•3" 4'•O" 4'•8* 0.31$ 0.975 0,295 xt t.as0 D.n92 0.127 FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8x6 MEDIAN CURB, v °.. .
.:,• , . �, - BACKFILLEFA
• - P »-. ,... - 2.341. 132 .I79 WITH JOINT FILLER AND SEALER. PROPOSEDPROP. ,r - H. , 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
30" 4 •a 4'• a 4 -3' 20 4'-9^ : -0" 51-01 a.4aa 3,483 0°Sas 134 a. D _SPACE I=XPANSIOR'I JOINTS AT 9O' INTERVALS AND ADJACENT TO CURB C,tJTTER �I J INT FILLER Slope
s 0.560 0.550 0,370 77' 2.870 O.tuo 0,243 A6.ni. R$ PAVEMENT -•"•'`°sty'•• o + 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS -
GID OWFCTS, JOINT �o
446'-4"' 5'-4* Y-3" P,6 13'•3" a-4' 6'-4" 0,743 0.749 Q 407 111 3,63;1 0,2'35 0;317 TRANSVERSE gjE8j SION J�iIHT I OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER 44
pay, •p /\g� �/ y ,. " " « ". - „ ..- ,, r LONGITUDINAL JOINT AND G TIER I � - - a AASHTO Mt7o TABLE 2 WALL H.
SECTION ION 7 - A 54' 5'-i D' D"10,
-10 5._V
28 8 -7 00-10" 13'-10 0.845 0.885 0,444 Lab 4.203 0.297 G, 461 IN CURD
BO" 8°-8'" O'-B" W-31 30 7°-3" 7'-U? 7'-9'" 1.Cvr2 1.442 0,481 146 5.000 0.367 0.495 - - H 0 , - ,
Bi1EE7 1 OF 1 BNEET 1 Of 1 a n n t9 r 3. ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
B6" 7'•1'" 7'•1' 3`-9" 3.2 7'"tO" 8 •1" B'"1" 1,210 1.210 0,518 169 5.917 O.4a4 @.689 SHEET t OF 9 Hg TION VIEW OF AOI.NT6 -BRE1 OF 3
�� • •�.•'. -. - - ?� ...i"I �,� • � � j - .846.01 - - 1'_6" - - � 4. PROVIDE -TONGUE OR SPIGOT JOINT AT INLET END SECTION.
SECTION =
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. I
SEE STD. 20.23 AND 20.24 - 6, THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE OUTSIDE DIAMETER
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 OF WAY.
o VARIES - PROJECT NO. LEH-18000
' % I4• I - (19' MIN)
I FILENAME: LEH-18000-D1
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL CHECKED BY: TM
END VIEW DRAWN BY:
NOT TO SCALE NOT TO SCALE JBW
REV. DATE REV. DATE
VILLAGE OF MARVIN STANDARD DRAWING FLARED END SECTION STANDARD TRENCH DETAIL SCAM; 1 to = 401
VILLAGE OF MARVIN STD. No.
12" THRU '72" PIPE STD. N1 --. DRAWING FOR STORM DRAIN
io�.1 309.1 DATE: 05-31-2017
SHEET NO.
I
PRELIMINARY DRAWIlVGS - NOT RELEASED FOR CONSTRUCTION UMCADAMS

Cq
00
C9
GENE -HAL. 14070� �M m
0)
While we vrk to May toyour a tteldion any eirairs that wle notice, des -417,177 76177calor client 5,17711777 YOUARERESPON510L E 0 M BACK OF MEG USE CLASS 'B' CONCRETE THROUGHOUT, 0 fn 00
.wj 16
spvdr,!� RVS(o1mSUv, etc kiank Y(w! A , Ip, >- V-4 :-I EXPANSION dOINTS 1- 0
-Ob- X PROVIDE ALL CATCH BASINS OVER 3'-Q' IN DEPTH WITH STEPS 12" 9-C C <
ON r6NIEH� USE STEPS W'HIC44 CWt-Y WEIR SID. DRAWING G40�GO, 6
2'-,< - 8, 6
i -c 1 0. >,., 0
_n 00
> OPTIONAL QON81RUOTION � MaNOLITHIC POUR, 2- KEYINAY, OR U4 BAR MWEL$ AT 6.
12, GENIE"$ As DIRECTED By Th_- ENGINEER. IL :3 0 #4 BAAS 'V' 610, 840'aj VRA4r:
y A ;R� m z = --1 0) X
z 14= -_j L USE FORMS FOR THE CONSTRUCTION Or 7HE BOTTOM 6LA5. EQUAL SPACES GHAI E & REGO Ri
Y 0
m IF REINFORCED CONCRETE PIPE 13 SET IN BUTIOR 8LAD OF BOX, MD 'TO SLAB LU LL M LLI LL Z a
AS SHOM14 ON sru� NO. 640100. cc - lsg
1-0 200 F_
all USE TYPE 'E', 'P" ANP `53" GRATES LTVrUsl DTHERW13E ENDIGATEO� F- Z IT c,
_TI Uj A -0 F I LIU
Z .4 F- 0:� Z
Z'� 000"
C)Q" FOR 0"-0" IN MIUM OR LESS USE 0' WALLS AND BOTTOM 3UN3. OVER U. 7- T ­
mo* -4
00
47 2,
TO 10'-0' IN HEIGHT USE 4" WALLS AND BOTTOW SLAB� AWV,%T ft R . 3 , 0 U
QUANTITIE0 ACCOROLNGLY, 2- �_i PLAN LT'l
> CONSTRUCT 'WITH PIPE CROWNS MATCHING. >
1.4 CO
0
0 PLAN LIMI. X T 1--sce Offic 014AWFER ALL EXPOfab CORNERS I'% U5 Im to 0 CURS AND U�JTTEII WITH OATCR BASIN ON STEEP GRADES
SECTION X.X DRAWING NOT TO SCALE�
TOP �LIVAIAO_N_ ------ - 1� USE ON FLAT TOP
11-EV171\ EXPANSION JQ1r`T7
GRADES 21� AIM UND
TOP ELEVATION L A JT
FRAME. GRATE AND HODO STEPS SM W, 0,40.66 DEPRESSED GUTfEh LINE
540.03 1 X S - ExPAIV-SION JOINT
A
: 4 . PLAN OF TORSLAQ SECTION
It m
m CC ELEVATIQ
0 z
A NORMAL CURB AND GUTTER ON LIGHT GAMES 1-4
6. _E 04
T
0 0 -Z ja
7 Co NORMAL UUTTER L114E
-4 T Uj EXPANSION JOINT CL
No 'W' BAR$ 04 BAR;
B, M TOP
a -
M SECTION Y -Y fL K .4-1
-4
m �4
>
m z
GUITINER LINE In
C: RISER HT. > �W7
0 > MR I ED
C11 > CA > N_ EXPANZIOUJOI
W,
T
4�, -1 - I -
cr_ C) ILS z
Z it) -,.r U1 = L& '54 W X
L Aguloy i , . = -!ION t__ iF_ l- -
DOWEL RL9VA
WHERE 30 To Sfa,� PIPE Is USED w Uj SECTION R -R w W
2 0 SEE NOY NORMAL CURB AND GUTTER ON STEEP GRALES
1 6 1 cc W
a" �v w m",- WERE 42" 70 �41` PIPE 16 USED FIT jb
v 3 qg, 'L.�,��, :r, =
ITT > WHERE 30, If) 30, FIVE is MED (n 0
Z MINIMUM PIMOICNS AM* QUANTITIES FOR CONC.P-MYN-CATCH IASIN�RASVG ON A #EIGHT, H, WITH go Alan) Z
RISER HT� DIMENSID," OF BOX AND PIPE COVER mym cow. I n wX 6EDU
VARIES_ 0 N. HEIGRT u
z C a H c _jm7F':WTffF No I W. EMOTH 1_8 104 N C.Ml R.C,
t LU
0,772
LIJ 127 31-01
0,829
-A:t -7- -i-
�A 0.236 ma? 0.033 O'N
I.Oot 0.069 0.085
2 1 V�0' 39 0.123 0.32t 1,43.3 OwO92 G. 127
30' 3'- Q' 2 4 1"
0.132 0.178
Y:8/EsmflomED;/S;winqv1ewat Bailes Ridge: 3S5 18 Cluster Mailbox 36, W-0, Z-2 3'.10 1'4, 41�'o 4 T. -Il 3 O'� 9 a W4, 43 0.161 O.J00 1,714
Approva I Signature: Date. -77 r _377 4 e P w- -0 -277-7.
U.
WHERE 42' TO 54' FIFE IS USED
ca pal 21�Wl 11 4 3 Lv-n'l 0 ati 0�145 p.362 p,052 a.235 0.317
3;
21-117 ill .11 � I "I
VISUAL Qu(lte#; 35518 ly� -Essex Homej -----Quantity:-3- DETAIL SHOWING METHOD -11-1 0.297 0.401
I 1 3 12' 4� 0.100 12,307 ,
,E�roF> ph� 10418884870 Ex 70,11888489D 'ew Mies Rid 041 3
mARKE 106 C ­p, U , I Date of proof:__M1A1Q1fi_ Location: 5 of Substrates- ISHEET i OF SHEET 1 OF 2
-V 5-&W. NC 28 -63 PLAN ELM RISER HAS �22Q CUBIC YARDS OF QONCAETE PEA FOCI HEIGHT
ur, We?) Date of reithlon: Notes; Custom fabrkated 13 Unit Mailbox
GRAPHKCIN L 1840.02 IR -0.02 840.02 1 OAR. 02J
clll;,Tlosl� MCQ4F�KATEO graph�cfll,com Designer. DO 10 In'stall [a Deliver 0 Fkkup 10 Shipped 0 Sink Sided 0 Double Sided" %
the ide"Edy af&rA&5w1klO, k Any dientprovidedartwark and1d f leAt tiles etc, onvitfe fftecIedbyc6wtFbr accuraq, 0 z 0
m y Or,) M 2w % 11�
GENERAL NOTES: " >_ -a 3?
USE CLASS "B" CONCRETE THROUGHOUT.
< v',
D-4 z < � i .
m co 0 P OVIDE ALL DROP INLETS OVER W -S" IN DEPTH WITH STEPS 12" z cc 0 DEPRESSION vote L;
R >j-1 OX
>"Om ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. 5 0 . H CC5
T- -n co r- -n 0) 0 .
LL. _j L " = I LL _J
m p m H I (:>C)W=
0 TIC AL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 BAN DOWELS AT 00, _ I F-1 z
�-4 -4 > 12 CNENTERS AS DIRECTED BY THE ENGINEER. J) m " --A >
m C, --I W 6 � IL m:
0 X X cc - - If
-n > > m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. "D M4 w LL
z - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX� ADD TO SLAB G E E �-Utroo :2
=C050 HOW ON STO. NO. 840.00. 1_2t �,i 0
a r- -n 4-4 a -IT Uj L)
AS 8 = (n a 0 t j<_ FE
LLJ
Is
CONSTRUCT WITH PIPE CROWN$ MATCHING. cc _j - - - - - - - - - - - - -
z - Cff= ff-_7f=_jT LU
cc ZrnF 04 ww
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION 0 0 z
> IS 12 FEET. z 2m 1-i L) LU
> o > z
USE 5 ANDARD FRAMES AND GAMES 840.22 (SHOWN), 840.24(SHM), 640.20, CL P-11 CL m
(10 Uj 0 wo
r_1 840 29, AND 840.33. 0
IN- CONCRETE APRON SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN . 0
Im P11 Us
SECTION G -G H F_
z C"AMFER ALL EXPOSED CORNERS 1". 0
FIT W 0 L4 J%! F-- 0
0
SIDEWALK (5' STU 1-4 > DRAWING NOT TO WALE. 0
y "n PLAN OF FRAME 5; z
3"R 6". A B 0 0
z UTI Ld Ld
LITY STRIP F-
mcn�o OR V Z==0 CAST IRON
> DROP CURB 0 PLAN V) LO
0, CURB 0:02 Uj
08 �MIN CONCRETE V) U)
Cn N 4' 4' 1 C 0 0) LL] Us
0 LANX 8STD� 2'- MAX. 1 -0.02 (NORM. LL _J CL 1-4 Z _7k_PIRUN I
DING -I U) 2j Lu 00
rn GUTTER SHOWN) V U4 NORM.) tl IL
I -q z 0066= m >_ m a m PLAN OF GRATING
0 m --I cc Z-1 -1 m TFRAME AND GRATES SEE DETAIL
0 LLI < LL 4" 0 < <
F- 0 0 m Z SEALANT 0 -U z z
m 12tl MAX. n 0 LL CAST IRON U. CC <
F r, 0)
4' MIN. LL r- z C11 0
�)60 I
CO . . . . . . . LASS "B" EX z - .1
SECTION B -B 0 O�3< rQ > A all, C A;E r 0 0 0
cc z CL I
> > - > CD 6" CONC ETE =CR (D
r -A M all CL 0 0
I
z :j TON (D UA m
�A i4f
AT ­Al K 5' MIN. 4' MIN� a. 0 4�1 -OUTLET PIPE > 0 Cq 04
.A LU > 4" X44
LEVATION IN& z -n 2 IF LU 'A
TRAGURPTION UR ITYMN \CUR" o m (0
I N :0 a
CURB C: OUTLET PIPE '--SEE NOTE DETAIL cc 2 f - �3/4 #j <I <1
CA) All
. ....... 0) SEE NOTE MAX PIPE THIS SIDE 18" (APRON SUPPORT NOTCH) cc J L2"
VARIABLE SLOPES NUT Z SECTION X -X z m z LL
in = 0 <
TO EXCEED 10:1 SECTION Y -Y < Uj w co
'13 >
SECTION A -A (0 ill. = r -
DITCH GRADE� SECTION H Uj
-0 Z 3t -2]f J
ISOMETRIC VIEW M r, Z CC "2, co
m 0
2W LLI > 0 C
rn SIDEWALK cc _j �D
-n > -n P4
z �18 I t�
PAY LIMITS FOR CUR13 RAMP EXPANSION JOINT
SEE STU. U46,01) LL_ 0 Int"imum DIMENSIONS Amu ouAwrITIES FOR CONCRETE GRATEDDROP INLET z 2 21/6
-4 m 11- 0 r �T_l C
m NOTE: A PORTION OF ONE OR BOTH RAMPS w
0 P-4 LU DU c4 'N w
MAY EXTEND OUTSIDE THE RETURN. F_ PIPE SPAN WIDTH HEIGHT CUBIC YARDS OF DEDUCTIONS Go w
-0 (1) N TES; z CONCRETE IN BOX FOR
10
0 . DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE f__q
m m DO -Ohl H PER N. l -GRATED D.I.
SLAB 'T. T. T.TIAL
'0
RAMP FLOOR AS SHOWN ON THE DETAILS.
0 A 0 H R.C.
rn U) 2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-OARK, W-51) < CL cc C) �X4 lF*" E-
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP. (SEE BID. _�AS cc 12" W-13" 2'.0" 0.362 0 ;;;�_O.020 0.032 6" 0
4' X 4' 0.39 KA LL
> LANDING W -l" 2'-0" 0.362 0: N111 6. � N1 0.816 0.023 0.036 0
0 z 181, 362 0.247 0.515 0.077 0.033 0.0
C 0
DOWEL "A" SECTION E -E SECTION F -E
RAMP WIDTH AREA IS VARIABLE T.8" 2'-0" 2'-2" 0. 49
:V > ccal 24' 31.81, 2'-0" 0.362 0. 247 0.659 1.021
EXPANSION JOINT !SHEET 1OF I o" 3,-S" 362 0.2��.782� 1.144 60:90N9 20: SHEET I OF 1
ca m (SEE STE). 046.01y < '�-O cn co
1%7n�Al 0 3-8" !:�,, 2
W A WIA-9" X 1:10 =) :Rsp 0.247 1 0.906 1.268
> @ @ @ @ @ @ 5' 0.0' 5. 8' -5.8' 5.0"' ffZZ2 z = Q 1840.19 1840.161
z 0 I�IRITIAII 6' 0.0' 6. S' 6. 0' 6. O'll < D I
T" 1-- 0 w
0* .40'R 7' 0.0l 7. S' -7.3' 6._5'_`l Cn
@ @ @ @ a, 0.01 0. 0' 7.3' 6. 5" "m 'n FIT 00
-LE C/) -q H -
C: 1-4 TOP DIAMETER OF NO _SS 5' 2.0' 7 244
THAN 50% TO NO MORE __ 6 BP 7. 0' 5. 0' 4' X 4' CLEAR SPACE 0
@ @ @ @ THAN 65% OF THE BASE MUST FALL WITHIN 0 ­�, a- 1 43" DETAIL SHOWING TYPES OF GRATES 2'� 1114 1 If
z )Ak NOTE- USE T`YP� �'V, qF's AND "0' ORATE
5' 2.5' 8.31 8. 1' 4. 8' 0 � i� < 7
CROSSWALK LIMITS. 0 49 _V -�C I- I -
IAMETER 5' 3.01 8.61 8. 3' 4.7- UwEss OTHERWISE NOTED, w 9
ITT 14 PA USE ACCORDING TO WATER FLOW. 6
m -n 5' 13.5'1 9�3' 18.4'14.1' 1 Sh� NUI� 10) > -o- .
0 @ @ @ @ @ @ 2' MIN CURB 0 CL 1-0
m .5; 1 104 BETWE RAMPS z 0 mz 7c- V) 0 (1)
LL[ V
51 Is 0 0 8 rq
003!0, W!k!E U_ Laim 2
'n ll� 5i TYPE "0" Type Ile" TYPE 'IF" A A
0 9" TO 1 6" TO =V10_ __
8 X- (A+ z -n N V) w ll. __ __ 9 LO F-� LA. 0
�4` 8 DISTA9NCE FROM FRONT EDGE OF SIDEWALK 2, 12 14 -19
BAC POINT OF 12:1 (8,33%) SLOPE,
TO Q)
BACK OF SIDEWALK DROP REQUIRED FOR ALL z 1-4 WATER FLOW SAO - WATER FLOW 7/0
ml > >
SIDEWALK SLOPES� A A Auut4 FRAme WITH INSIDE
BACK OF SIDEWALK ORO' REQUIRED FOR PLAIN VIEW . t:Z=Z=== O_
SIDEWALK SLOPES 0.04. DUAL RAMPS w 0 EVOE Of WALL 10 ALLOW w
ANY RADII ISHEET 1 z FOA VOITICAL AWUS N't z
FH
EET 1 OF 3 DETECTABLE WARNING DOMES (4' MIN FLOOR WIDTH)
.05 1848 051
I -----------------------
Tr
&00 'P
0
- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - -
z 1 -4'
m rRAMC,lORATCj I*= Ati$'Y 0 " FIT ___jj
z ­WATERFLOW 0 0
SAO - WATER FLOW -
0
F ­
SECTION A -A
m 3: m
m Z
YPE "F,ff LTYPE "E
0 T �TYPE "G
< z [T�Y E
z
GB
In -1 Us M > ISEQ FLOW ARROW
z K N -1 41, -0 -1 Hi a/.
,N� > > H
C4 -4 1p U) < 0
L M z RAISED FLOW ARROW 23,4'
0 m LU 0
4"
_9 < cc z
0 m flIGH 71
elf, >
Z<<
> &
L m z
1 W �r
z
m 0 cn
0_0 " CO IF 10 LU
F -i >_ U
< 9 _j Ito
< -n
z < I.- �:
(n 3" R z 0 0 v8rl I [oil z
E cc
> 0 M
f 0 n --I(/) LL Vi r Ir 71r� IL kH LL 0 z
0
z X z fill U. z U-
m 2'-
>
mi z Z d
0 0 -1 W!� 1-n 0-4
> > M < C) C5 444
z 1-_ L) CC
z
LU
(n F- LL 0 2.
C) 1-4 _j 1v SECTION A -A
<
0 CO CC
>
> z s.4 l8flkiEf I OF2 ISHEET 2 OF 2 SECTION A -A 19HEET 2 OF 2 1
>
HOOD PLEVATIO 840-03 ITYYpEG 1840.03
§EPTION WE4
Ll Lij
SIDEWAL SIDEWALK E z 2m
FIT 00) - ITT
SEE NOTE 12 V k__4 - g, -0 PAVEMENT
A DPTIONAL MANHOLE
E J�b" HAD. �v R. FAC E
1-4 * z 1�4" HAD. 44 HAD. 2" P.6D PAVEMENT SU
SEE NOTE 4 SEE NOTE 10 4'-0" (TYP) GENERAL NOTES: 2'. 0 A 21-rc I
I -46(D-
> w - a RAD !Xa" HAD. TWO
13HAMFER ALL EXMEO OORNEH3 T". te) 09
Ll STOP LIN lZq r, EL i2 z
Fri
-4 L USE CLASS "El' CONCRETE THROUGIrAT. z RAD,
2�' KEYWAY OR LU LL :,� 0 P � X LU LL :E�
SIDEWALK VALK =0 Tit X OFTIONA;_ CONSTRUCTION - M04CLIT1410 POQIR -0, T E m cc
ITT Cr All DOWELS AT 1211 CENTERS As DIRECTEI) BY [HE VWINEEn, 200
E J GO
z SIDEWALK 0 l,.4
NOTE 12 LL :4 k -i 6 r -
F REINFORCED COfi=TE PIPE 13 SET IN BASE SLAB OF BOX,
�SE
USE FORMS TO CONSTRUCT THE BOTTOW SLAB, U) Cy 1% 0 HAD.
4'�O" (TYP) LU F-LLo- >4
SEE .. - t:_ ny-, j � -C>-<
0 R Do ED U C., cc I'N" RAD�/J. 1%6"
cn l'. � ! _;, F,
_13 [OTif 3 - 0 z F- �Ll , I' �' : 2- ;M
(0 SEE NOTE 4 > PROVIDE ALL JUNGnbN BOXES OVER W-0 IN DEPTH WITH srEP5 >
0 STOP LINE SEE NOTE 10 �_4 �<
C0 .. I ,�l 0,19 CENTERS IN ACCORGA&CEW11H $TO. Na� 440 PURB AND GYTTER _.qjjR'� TTE
3: CD w 0 2'-6 AND_"
M C) CF) < CL 0)
v-4 1- 0
SIDEWALK z T-1: 171 AatU*T Tfil-; STEEL, CWRETE AND PRICK MASWV QUANTITIES z 10 0-
> C3 z TO INCLUDE THE ADDITION OF THE MANHOLE JI.E, UIAAXANAL BARS
z 5 < Y -.-j SEC STAWWO 840,54 SMRTENED AJ=ND OPENING IN TOP SLAB, ADDITIONAL VARIABLE 92mgris .081 090919-91m
FOR MN"LE COVER & fftME 1;z 4(�O" P
C 52-P.,
, -1 JJEJOHT ARICA MMONOY, OPENING IN TOP
> a: PLAN QPTIML SMICE0 13 EDGE OF
CID m < C, TO C. MAX� UEP[H OF THIS SrRUCIURE FKA fOr OF 00ftOM 6LAS; 10 FOP 2'.0" -
0 STUCK RAY BE USED ELEVATION 18 12 FCEr� PAVEMENT 2" RAG.
> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS,
z = 0 TO ADJUST FRAME 4:1 B H 2 0�4 11 MIN� i O.Ore _T-01
z 0 PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS < = COVER TO SkMFAOE RADIUS 1,4
N7
DETAIL SHOWING OF CURB U)
L 0) m 44'
RAMPg, PEDESTRIA m
N C1616IIA'L969901TOP LINE 0
-i z Cl) CL 94 BAN U. 0 U_ UA
ELEYA710M MAX, t'
ELI 12, P, C
C) a 0
CD - Z r- J
m cc 1-f - 1, 0 0
m 0 CL z z 0 co z
0 z eXPR9SSWA R
0 = �Y QUTTE GUTTE
X CL m
DO w Ila z i -I m S" X 6"MEDIAN CURB VALLEYOUTTER
INLET PIPE < w
�71;_1.1! F-1- SECTION I
'10 M > DOWEL C3 1- 35, - I= m
-4 C -C OR D -D -cc w z SECTION YIEW OE C-URBS OR CURBS AND -GUTTERS
56 SECTION X -X w cc 0 C, in T= 00
'ED CURB RAMP W/ LANDING ALLOWABLE�LOCATIONS z
--------- ------ DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION ROX96 4 FILL x i DEEP lu Cil
(:��) I 1 111 --- 1 11 1. � I I I-, ­ I I - - - ) GENERAL NOTES:
Cb r- 0 z I --
OR PH POSE ED OR FUTURE SIDEWALK DUAL RAMP, RADII ........... ANY DIMENSIO&S OF 66X_AAD PIPE REINFORCEMENT fop SLAB C0910 YAMS TOTAL, QUANTITIES DEWVTQhS FOR ME W 0_ w 13RCIOVEII OR z 1= PROJECT NO
RAMP - a -PLACE coNTRACrION joiNrG AT 10' INTERVALS, EXCEPf THAT - LEH-160
CURB G SPAM w10 BARS 'A' DIAgNSIONS BOX mu SLAIPI PIPS WAGS. WITH SA ul
PIPE TH I HEIGHT IN Box 0 JOINT dOW1,'NT
w Uj SEALER JOINT SEALER I11LEN"E:LEH-16000-D1
,HEET 2 OF 3 t4` X r, TOP 007700 Mko LB3. cu. YDs. .a. ft�cl A 16' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
C: >
D A 11 11 NO, LENGTH E F -1 0 * SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
SLAU _Tl Of a, REENF HIR, 11H, HAD GUTTER w a
M 0 z 0 =
V (n WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.,
848.05 1848.051 SLAS I -
r- -73-- 1-2 72 77- TO- TO- -Ti-ei -=w -7-iia 2-2 5.7Z__7Dt5 z m -4 z -JOINT SPACING MAY BE ALTERED IF REQUIRED DY THE ENGINEER. "w, PAVEMENT /SURFACE
A "I z < CHECKED BY:
775-- 719s o, t9i 5.2o,, 24 5-oiii 0.023 0. OU 0 w m SUR TM
12 -n 'CONTRACTION JOINTS MAY BE INSTALLED WITHTHE USE Of
j 4 41-01 0,22 o TEMPLATES OR FORMED BY OTHER APPROVED METHODS, z
.4, 01 Gj
__!E LU DRAWN BY:
- 31�31 - CONSTRUCT NON�TEMPLATE FORMED JOINTS A MIN. OF lit" DEEP. -
16 V-91 11-01 4��01 0�296 0. 298 01250 40 1.434 0.069 9,005 _JBW
24,
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN Vx6" MEDI&
"1 3'.0, 3,�6' 3 -ir to 4'- 3' 4',0" 4'� G' 0,37to 0,375 0.246 5$ 11660 OA92 01127 N CURB, PROPOSED
3,1 4'� 0' 4'- 0' 20 4.�q, 0,.Ql Sl,01 0.463 0.483 O.33J 64 2�341 0.132 0.170 WITH JOINT FILLER AND SEALER, -RVALS AND ADJACENT TO CUAS & GUT PROP� SCALE: 1 40$
F 42' 4, -al 4 4'-1" 22 V 5,'-V 5- 6' 0.560 0.50 0,370 77 2.576 0.100 O.Plta SPACE EXPANSION JOINTS AT aO' INTE
46" ll4' 54-4' 0.317 ALL RIGID OBJECT$, JOINT PAVEMENT _INT FILLER
26 6'-4' W-4" 0.743 0.743 O�407 lit 3�623 0 � 2!35-J TRANSVI EXPANSIM_AINT 05-31-2017
SECTION Y.y 61-1 1 S85 0.444 LQNGITUDIRAL JOINT
54" W-10" 5'�Iw 51-91 20 61-71 3'- 1 D" 128 4,263 0.2G7 0,461
or,
" 7T
al� IN
_1�1 30 71-31, Fff- 7'-0' 1,G42 IlG42 G�4al 146 a, GGO 4., SHEET NO. 40,11111
ISHEET I OF t -1 RCTX VIEW� �QF N SHEET I OF 5 r%
159 s�ol _j
1840-311 846 01H -QL-T - L) 0
846-011
UMCADAMS
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION

NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
8 3/4" AROUND EACH VALVE BOX.
1
2 1/2"- 7 1/4"
4"
j -3/8" 1/4„
6 1/4" 7 1/2"
— S" -
2 LUGS 3/8" x 1/4" -
10 1/4"
7/16" rIz
--- 6"
7"
7 3/8"
1/4"
�-1f2„ 3/4" r 11/2„
5/16" 4°
2
43/4
6 3/4„
151/2" 11/2"
CONCRETE PAD I
VALVE BOX
6" PVC PIPE
i
16
14 GAUGE STRANDED BLUE COATED
/- COPPER TRACER WIRE
— 71/2„ —1 �l � �1 or
�
TOPBOTTOM COVER of I IuE
(SCREW TYPE)
STAUNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL UNION COUNTY PUBLICiWORKS DEPARTMENT C TALE: UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C. VALVE
ALVE BOX N�T S� UNION COUNTY, N.C. VALVE BOX INSTALLATION (NAT€: 1A
UNION COUNTY, N.C.
DATE: � 10-04-11
11 -17 -Ob
i
PAINT COLORS
W,A,TE.P #4mN azzosSII ri
BODY... ...... ...FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
T MDER `TURN DRAIN DETAIL BONNET . .............HIGH GLOSS WHITE - RUST-OLEUM ENAMEL ## 2766
ONLY APPLICABLE rf CAPS- .......•.......HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
It4AXIT4U#„1 I}'rPTl-I Cls ?JUI?Y
VOR WATER MAIN IS 3 E:S�S 14 GAUGE STRANDED BLUE
THAN AT ORC1 aSlNti HYDRANTS TO BE SET AT COATED COPPER TRACER WIRE
BURY LINE- EDGE OF A/W AT PROPERTY
TO BE SET AT CORNERS
EXIST. GRADE
�n �- — _ _ L LEVEL
1111 9 I 1 I�=TTi WITS E11 II I iI [ C] t I
�tg�lo, 1I= II 1i1 I—I II' �—' _ isl�—III � t11`�
i. \-A
' ` r `F T
Wil l t;"'LES 6.01 Dc,r [ l ttA:,.
r1i•�rL�r ii f r 70
6" MECHANICAL JOINT
6" DUCTILE IRON = GATE VALVE
. C a 1,1? E d Ci CijE,E BAY LEADER WITH
�_,�. I�<EriUC, HEh•IOS �k `� MEGALUGS
14 GA. STRANDED BLUE COATED
COPPER TRACER WIRE
CONCRETE RING
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
2" WATER MAIN
' R ,
1 a1
��# irE�Ts� ,•1T 1 h T F �
L1_ d Dip �
i' t��$TT�A Eti�T JOINT
PIP - � II � T 1 $
_._.��:..,_.._.�_._....._..._.�. �, _• ADDLE
g rr . ! NO 7
PEsT..t�li'1T REST3�AINT MECHANICAL JOINT
JOINT 'DIP i I` �4IN T DIP WA HED
C'LOCKED"
PLY RESTRAINT _OI#? DIP $T0
HYORANT TEE
GROUND LEVEL
..A• 1 •
VALVE BOX
TERMINATE 1' BELOW
GROUND LEVEL 2" GALVANIZED PIPE
2" COUPLING 2' LONG
VALVE BOX
6" PVC PIPE RESTING ON BRICK + c
CONCRETE BLOCKING
2GALVANIZED PIPE+
3' LONG 2" - 90° BEND
2" GATE VALVE -
MECHANICAL JOINT
STANDARD DETAIL
2" BLOW -OFF
Z,--- COPPER SERVICE TUBING
CONNECTOR
�— CORPORATION
APPROVED
SERVICE HARDWARE
MUELLER
FORD
r2PVC
H-13420
S70
SADDLE I UP TO 8"
SEE NOTE
FC 101
BALL CORPORATION
RA
—
B 25008
FB10000
YOKE
H-5020
Y 502
ANGLE BALL VALVE
B-24273
BA94-323WG
CHECK VALVE
H -14247—A
HHS91-323.
CONNECTORS I COPPER
I STYLE 110
GRIP JOINT
EXPANSION CONNECTION
JEC 23
(54 LF DIP RESTRAINT) LT OF 2" BRASS NIPPLE \%-2" THREADED VALVE
6X2 MJ PLUG
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
UNION COUNTY, N.C. 8" O R 6"X2" REDUCER S 7
V 0- -
1
.. .... ._...
NOTE:
f�•:1 �;—:�I��. t�us+'�w���>-�■�,..�1'.......
'� fit'. y < .,
'RIIATE '
NOT BE SEI IF \dATGR
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE
THRUST BLO :KING
RESTRAINT JOINT
18" x 18" x 6" A MINIMUM OF 6" OF CONCRETE
DIAMETER UP TO 8"
UOP%.r F>C,;)_C,I.II{,I�;;� f DETAIL
WILL BE PLACED UNDER THE BASE
�
SMITH BLAIR 317, FORD FC 202 OR ROMAC 202N SHALL
APPU RTENANC,E': ARE
REPLACE MUELLER FOR PIPE DIA: 12" AND UP
STANDARD DETAIL sc
UNION COUNTY PUBLIC WORKS DEPARTMENT
c,
-:PiEL9i?#i.R f OE1l. _L .7
I . 1 1 O-. U.s T L. T.r DEPAII14-
TYf UUF'IeEtT
�'s�
-FORM
DAMAGLD CIR'
COUNTY PUBLI
STANDARD DETAIL
_S,
DIP
WORKS
S DEPARTMENT
C ALE
54'
-
,� (I I� (�_
ttIUd COUNTY. .r WATER
UNION COUNTY, N.C_
NOTE? WATER METERS ARE
FID-
HYDRANT INSTALLATION
3
UNION COUNTY, N.C.
SERVICE CONNECTION
ro,
W
ND FITTINGS
-ENCASEMENT
OPTION "B"
70_
_1_NI_0N
EASEMENT,
(54 LF DIP RESTRAINT) LT OF 2" BRASS NIPPLE \%-2" THREADED VALVE
6X2 MJ PLUG
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
UNION COUNTY, N.C. 8" O R 6"X2" REDUCER S 7
V 0- -
1
UNDISTURBED EARTH DITCH L
1
12" L BANKS
1z V
- MAX 45° CONCRETE
CONCRETE 4
DITCH BANKS `' UNDISTURBED
EARTH
PIAN 45° BENDSDITCH
ALSO -900-22 1/20 1.11/2 BANKS
PLAN TEE
DITCH BANK CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
H .-.I CONCRETE SECURE VERTICAL BENDS
o
..
f �-- DITCH BOTTOM
1 n DITCH
BOTTOM
H/2 UNDISTURBED a
EARTH
MIN. 11/2 CU. YD
UNDISTURBED EARTH OF CONCRETE
ELEVATION AT FITTINGS
VERTICAL BEND
UNION COUNTY PUBLIC WORKS DEPARTS
ENT STANDARD DETAIL
SCAL
E
UNION COUNTY, N.C. THRUSTBLOCK 16
7-O
- 6" PVC PIPE
HYDRANT T TEE 14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
2" CAST IRON HARCO ADAPTOR
8"6" WATERMAIN
L II �,2" THREADED VALVE
111
(54 LF DIP RESTRAINT( Z2'OF 2" BRASS NIPPLE
6X2 M1 PLUG
UNION COUNTY PUBLIC (WORKS DEPARTMENT
STANDARD DETAIL
UNION COUNTY, N.C. r
DRAI\1T TEE X2" REDUCER $
i
ANCHORAGE SCHEDULE
111/42 BEND 221/22 BEND 452 BEND 902 BEND TEE TEST PRE
PIPE SIZE L H L H L H L H L H (P.S.
6„ 1'3" TO„ 23" 110„ 2'6" 1'6" 2'9" 1'6" TO" 1'6" 200
1'6" 1'3 23" 1'6" TO" 1'6 4'0" 1'6" TO" 1'6" 300
8"
1'6" 1'6" 2'6" 1191, TO" TO" 3'9" TO" 2'6" 2'0" 200
TO" 1'6" ----2'0" 37' 2'3" 4'6" 2'6" 3'6" 23" 300
12" 2'6" 119" 4'0" 23" 4'3" TO" 5101, 3'3" 4'0" TO" 200
3'6 TO" 5'3" 2'6" 6'0" 3'3" TO" 3'6" 5'0" 3'6" 300
14" TO" 1'0" 4'0" TO" 4'6" TV 6'0" 3'9" 4'6" 3'6" 200
4'0" 2'6" 59" 3'6" 6'0" 4'3" 6'6" 5'0" 510" 510" 300
16„ TO" 27' 4'6" 3'6" 5'0" 4'6" TO" 4'3" 5'0" 4'0"1 200
i
4'0" 1 3'0" 1 3'9" 6'5" 5'3" 810 53" 1 7'6" 4'0" 300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. ANDA WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES,
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED.
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 221/2
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIIC WORKS DEPARTMENT STANDARD DETAIL
ffiSCJA�UNIONTHRUST BLOCK SPECIFICATIONS
P, PVC
7A
CONCRETE 4,, j s 1/2 OF STONE
PIPE DIA.
CLASS A CLASS B
NOTES:
ALL CONCRETE = 3000 PSI
ALL STONE = N.C.D.O.T. NO. 67
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
UNION COUNTY, N.C. PIPE BEDDING DATE:
1S.
1-17-06
EXISTING
WATER MAIN
THRUST BLOCKING � - � Dip
TAPPING SLEEVE .�
& VALVE
- ENCASEMENT
W W
OPTION "A
TIE IN - DUCTILE IRON DETAIL
NOTE,
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
EXISTING
.. .... ._...
WATER MAIN
f�•:1 �;—:�I��. t�us+'�w���>-�■�,..�1'.......
'� fit'. y < .,
'RIIATE '
NOT BE SEI IF \dATGR
SLRVICE
THRUST BLO :KING
RESTRAINT JOINT
.
LINE.,
LINE
PIPE FROM VALVE
TO 54' PAST CASING
APPU RTENANC,E': ARE
TAPPING SLEE VE
DAMAGLD CIR'
& VALVE
DIP
UNDISTURBED EARTH DITCH L
1
12" L BANKS
1z V
- MAX 45° CONCRETE
CONCRETE 4
DITCH BANKS `' UNDISTURBED
EARTH
PIAN 45° BENDSDITCH
ALSO -900-22 1/20 1.11/2 BANKS
PLAN TEE
DITCH BANK CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
H .-.I CONCRETE SECURE VERTICAL BENDS
o
..
f �-- DITCH BOTTOM
1 n DITCH
BOTTOM
H/2 UNDISTURBED a
EARTH
MIN. 11/2 CU. YD
UNDISTURBED EARTH OF CONCRETE
ELEVATION AT FITTINGS
VERTICAL BEND
UNION COUNTY PUBLIC WORKS DEPARTS
ENT STANDARD DETAIL
SCAL
E
UNION COUNTY, N.C. THRUSTBLOCK 16
7-O
- 6" PVC PIPE
HYDRANT T TEE 14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
2" CAST IRON HARCO ADAPTOR
8"6" WATERMAIN
L II �,2" THREADED VALVE
111
(54 LF DIP RESTRAINT( Z2'OF 2" BRASS NIPPLE
6X2 M1 PLUG
UNION COUNTY PUBLIC (WORKS DEPARTMENT
STANDARD DETAIL
UNION COUNTY, N.C. r
DRAI\1T TEE X2" REDUCER $
i
ANCHORAGE SCHEDULE
111/42 BEND 221/22 BEND 452 BEND 902 BEND TEE TEST PRE
PIPE SIZE L H L H L H L H L H (P.S.
6„ 1'3" TO„ 23" 110„ 2'6" 1'6" 2'9" 1'6" TO" 1'6" 200
1'6" 1'3 23" 1'6" TO" 1'6 4'0" 1'6" TO" 1'6" 300
8"
1'6" 1'6" 2'6" 1191, TO" TO" 3'9" TO" 2'6" 2'0" 200
TO" 1'6" ----2'0" 37' 2'3" 4'6" 2'6" 3'6" 23" 300
12" 2'6" 119" 4'0" 23" 4'3" TO" 5101, 3'3" 4'0" TO" 200
3'6 TO" 5'3" 2'6" 6'0" 3'3" TO" 3'6" 5'0" 3'6" 300
14" TO" 1'0" 4'0" TO" 4'6" TV 6'0" 3'9" 4'6" 3'6" 200
4'0" 2'6" 59" 3'6" 6'0" 4'3" 6'6" 5'0" 510" 510" 300
16„ TO" 27' 4'6" 3'6" 5'0" 4'6" TO" 4'3" 5'0" 4'0"1 200
i
4'0" 1 3'0" 1 3'9" 6'5" 5'3" 810 53" 1 7'6" 4'0" 300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. ANDA WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES,
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED.
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 221/2
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIIC WORKS DEPARTMENT STANDARD DETAIL
ffiSCJA�UNIONTHRUST BLOCK SPECIFICATIONS
P, PVC
7A
CONCRETE 4,, j s 1/2 OF STONE
PIPE DIA.
CLASS A CLASS B
NOTES:
ALL CONCRETE = 3000 PSI
ALL STONE = N.C.D.O.T. NO. 67
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
UNION COUNTY, N.C. PIPE BEDDING DATE:
1S.
1-17-06
EXISTING
WATER MAIN
THRUST BLOCKING � - � Dip
TAPPING SLEEVE .�
& VALVE
- ENCASEMENT
W W
OPTION "A
TIE IN - DUCTILE IRON DETAIL
NOTE,
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
EXISTING
F1
WATER MAIN
PRIVATE-,
'RIIATE '
NOT BE SEI IF \dATGR
SLRVICE
THRUST BLO :KING
RESTRAINT JOINT
.
LINE.,
LINE
PIPE FROM VALVE
TO 54' PAST CASING
APPU RTENANC,E': ARE
TAPPING SLEE VE
DAMAGLD CIR'
& VALVE
DIP
54'
-
DDMESTIC:
NOTE? WATER METERS ARE
METER �METER
DIP WATER MAIN
4J
W
ND FITTINGS
-ENCASEMENT
OPTION "B"
TIE IN - DI, RESTRAINT JOINT DETAIL
STANDARD DETAIL
TAPPING SLEEVE
1
I
I
I
F1
NOTE::;^ETER 'UIL.Lm
PRIVATE-,
'RIIATE '
NOT BE SEI IF \dATGR
SLRVICE
STRVIC
DETER BOXES, SEWER
.
.
LINE.,
LINE
-VALVE
CLEAN-00TS,
BOXES OR f FIEI(
APPU RTENANC,E': ARE
DAMAGLD CIR'
IMISROPERLY
DDMESTIC:
NOTE? WATER METERS ARE
METER �METER
TO HE INISf L_LED
PERPEilDI.C:ULAR TO TT IE
ROAD AND WITHIN TJ -1E
ND FITTINGS
ROAD Rifilff-CIF•-WAY OR
WITHIN E' L. OF /1
yTHE
PROPOSED UTILITY
EASEMENT,
NOT0 IF" THE
414' C0i'4PRES ILJN
IPP2;T;ATILIN LINE I5; TO
ELE
BE UTILIZED :AND '
MElEMETERSE,T,THE
�'4' C'CIPPER_r'
APPROPRIATE REDUCED
SERVICE TO
PRESSURE ASSEMBLY
I RIGATIONY4y WATER•.-
SH•=`3L.1". BE INSTALLED
METER SER\/l(.'E TLi
BY TFIE COiNTRACTOR
WATERMAIN ,
PER UC:PW DETAIL 24A
UCPW PRELIMINARY DETAIL .
U�itTTl COUNT°f Pri6LIC t'ttJRK:� HEPAR TP•1a N E
PR LIHNARY DETAIL
.�--
A_C
UNION COUNIY,KC,
IRRIf A, TION .AND r�S1M � r)c �}�/�( )I ��� rrl}�
N. f.s.
ft
NRE ER
W 42."x$
.kr'1411lI"TE(T "A'II 17 SCEIVI'_LO,9aPAT TERN
TAPP416 PLUG
f 21 6ATE VAL111, + �—RESIRADIT VALVE
a.k
12
TM
'`'S s' 1,F KS-MADO A.
TATIPI°III #1 `Vt, V" R 4IICER yo 11
GrRICIRAL 140T -ES:
Til `<`>xSTALL (cnfMELT+ a Lt"It! 1 TA,, V wVE 10 "Ird
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PROJECT NO. LEH-16000
FILENAME: LE:H-16000—Dl
CHECKED BY: TM
DRAWN BY: JBW
SCALE: 1 = 40'
DATE: 05-31-2017
SHEET NO.
MUMCADAMS

RA • BEDDING DETAIL
VARIES+ COMPACTED SELEC
BACKFILL 1 :1 1' 1 •'
1' 1' 1 1' \//'
,
USE 1' 1' t 1' 1`
I
UNDER(UCTILE IRON - IF + ••+r • ++r • r r • • • • 1.
a+♦rf♦r♦.••••♦♦••♦•♦•••f•♦r•+••fit♦•♦+•♦••
TONES LARGER THAN #67 STONE
•}•f}•�• •••••t•r•f••• • • ••`tiff •••�.
1 1-1 '
$„ _ _ �' ,,__,, LIANP IN
PVC C900
II 6"-12" LIFTS
SDR 18 (200 PSI) NOTE:
OR CAREFULLY COMPACTED SELECT
DUCTILE IRON CLASS 350
BACKFILL 1 FT.ABOVE TOP OF PIPE
R
WITH PROTECTED 401 LIN
HAND TAMP
=S'EARTH
TONES LARGER THAN #67 STONE 2
_L BE USED IN SELECT BACKFILL
FORCE MAIN
STANDARD DETAIL
)NCOUNTY PUBLIC WORKS DEPARTMENT
)N COUNTY, N.C. SEWER BEDDING_
5" 5CH 40 STEEL PIPE
dl'rH EPDXY CRATING
RUST•.OLEUM 9335 ABOVE CIRADE
THREE COURSES OF 9578 BELOW GRADE - 9373 PRIMER
24"' GRADE". RINGS MAXIMUM
114'° MESH SCREEN
18" MAX.
_ " _T T
S`sRAIGHT WALL OF MA, TIE. "2 STAINLESS S STEEL STAPS
TO BE LOCATED LIVER INLET 2 0 O.C. FROM BASE
2 3It>•' x 3" S.S. ANCHOR
5' - 0" FOR PIPES BOLTS PER STRAP
OVER 18"
m t' _ 0" FOR PIPES -
18"&SPIALLER 2'x2'X2'
'- CONCRETE ANCHOR
PRECAST INVERTS ONLY ( I'
GENERAL NOTES:
(1) 1 ROLL OF MASTIC AND A 6" EXTERNAL JOMT/SEAM ,WRAP INSTALLED ON EACH MANHOLE SECTION
121 MANHOLE VACUUM'( TESTING - AF"IER EACH MANHOLE IS INSTALLED AI40 ALL PIPES ARE CONNECTED, BEST BEFORE BACKFILLIN15, THE MANHOLE SHALL BE VACUUM TESTED.
ALL PIPES ENTERING THE MANHOLE SHALL BE PLU65ED AND BRACED, THE CONTRACTOR SHALL FURN;SH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
THE TESTIRG. A VACUUM OF 30 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIME SHALL 6E MEASURED FOR THE VACUUM TO DROP TO 9 INCHES, FAILURE OF THE PEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLO A+Iti'u.
4 FT. DIAMETER MANHOLE m 60 SECONDS
5 FT. DIAMETER MANHOLE = 7S SECONDS
6 FT. DIAMETER MANHOLE s 90 SECONDS
7 FT. DIAMETER MANHOLE r 105 SECONDS
8 FT. DIAMETER MANHOLE 120 SECONDS
10 FT. DIAMETER MANHOLE 150 SECONDS
QPOtd TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED,
STANDARD DETAIL I
UNION] COUNTY PUBLIC WORKS Or
S
CALE,
5.UNION COUNTY. N.C. A E E_:-14
SLOPC CIE PI PEP
10' WIDTH ACROSS
P-11"SHCD Ga? UC
"A 114 ITAky
Icy ISEWEP MAIN
LJcF''w e i?EL.;lir9[NFtRY DE:TAILa
UK,6NCOUNTY PUBLIC1'tORKS,�IEPArrTH 3F _
UI;fUI'1,COUt>ITY, �.Ca I'IdXlfIa11l r5 OPF ACROSS SEWER aSE H+
JT
IN
m
/it' RAISEi7 LETTEP NG
.CESSEO FLUSH)
--t8) 1 C2:jrttf?-
_715;1, FsUL,.cS.
4) 1' C231m) DIA.
f HDI ES UFt 29 3/4"
(;5Cmm) TsU.t.l CIRGLC,
Lkar;AK
I.1 010TTC�M VIEW
'`-3/11 <.19m) LETTERS
CR: ESSED FLUSH). -
i
I
--------- 2 -1114" -----
-= 1' 113/4", ---
I
MOTES: 2 1113" — 3„ — 3 3/4"':�--_ It 33 7 1/'Z"
rr FREE _, . . _ f.
r r r. I r� 1 r 11UI/r „
30 : 1) OLLS. 0 LU.1al1lG AL_4W_O. j
1. ALL CASTINGS TO BE rR_� FROM S� �! li N P
r
. MACH .NALL CONTACT SURFACES BETWEEN RING ANp COVER,
_ i
3. OJIO-_ TWO -VENT HOLES IN COVER, I DIA. TAPERED i0 1-118' 0N 4 3/8
2
'
—
1!_
REVERSE SIDE,.
. I
..
. : 4
s/I
k. MINIMUM WEIGHTS: COVER 120 LOO. RING 130 _B
5. ALL MANHOLE RINGS OUT Or ROAD RIGHT OF WAY SrALL 6rBOLTED
INTO TANHOLE WITH C19 OIAMETER-CUI, BOLT rTU ANCHOR SYSTEM, IU.�. FOUNDRY _ 669,VULCAN - 1384 OR EQUAL) I
HILTI BRAND OR APPROVED EQUAL.
i
STANDARD DETAIL
UNION COUNTY Y PUBLIC WORKS DEPARTMENT SCALE.
UNION COUNTY, I N t,_ I G)P COVER DATE: /
NOTES:
ESMT/R/W LINE,.___. 4" CLEAN
OUT EXTENSION
SAWCUT MIN 3 INCH OF S9.5B
TO BE LOWERED
AFTER
1. THE (LEAN -OUT SHALL BE ADJUSTED TO GRADE
CONNECTION
TO BUILDING PLUMBING
AND THE POST REMOVED BY THE PLUMBER UPON I
Lu
c�
J
CONNECTION TO THE TAP.
,2"
II�III_I
4"x4"x8' (MIN) POST TO BE
2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A 0
IE I l'
I 1-.
I' ( MIN 8 INCH ABC OR
-.REMOVED AFTER CONNECTION
PIECE 4" SEH. 40 COMBINATION WYE TO MINIMIZE
24" CONCRETE 1
4 INCH B25.OB
TO BUILDING PLUMBING
TRENCH DEPTH OR INSTALL THE SEWER SERVICE
t'}1N PROTECTOR j j HFH
(SEE NOTE 1)
LATERAL FROM THE 4" STUB OUT.
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTID
RING I IFINISHED
11 i I
GRADE
N
I
'
/\\�\1
OR OPTION 2, SHALL BE INSPECTED AND APPRO+!£D
BY UNION COUNTY PLUMBING INSPECTOR UNDER A
J j / ;
SUITABLE BACKFILL
2. THE BACKFILL SHALL BE PLACED
VALID PLUMBING PERMIT. i
1
REFER TO NOTES
I I
IN LIFTS NOT TO EXCEED SIX (6)
4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS
4" PVC FEMALE
a
3.0'
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION
ADAPTOR W/SHC.
MIN
WITH FITTINGS IF ADEQUATE GRADE EXISTS. i
40 PLUG
CEJ
CO
PROCTOR.
S. LATERAL CONNECTIONS TO MANHOLES MUST BE
4" SCH. 40 PVC--/
24" MIN. —
3. COMPACTION SHALL BE BY
CORED AND BOOT INSTALLED.
MECHANICAL METHODS.
4" SCH. 40 - 1/8 BEND OPI
IONAL 4" SCH. 40 COMBINATION
'
4. WHEN THE EXISTING PAVEMENT
SOLVENT WELD CONNECTION ITYP)
WYE TO BE INSTALLED
BY BUILDER'S PLUMBER. -+ � .
— _ _ —
TO BUILDING
4" SCH, 40 PVC NIPPLE. i
�i
IF ADEQUATE GRADE EXISTS
BY PLUMBER
LENGTH VARIES DEPENDING ON
�
TO BUILDING'S FLOOR
OPTION 2
TO BUILDING '
DEPTH OF SEWER MAIN TO
ELEVATION ('SEE NOTE 2)
(SEE NOTE 3)
MINIMIZE ADDITIONAL BENDS.
BY PLUMBER
I
4" 5CH, 40 COMBINATION WYE
OPTION 1
REV, DATE
3�--015TANCEVARIES --�
NOTE 3
(SE E )
SOR 35 PVC 8x8xb WYE
STD. NO.
--
INSTALL ROTATED 45 FROM
THE SPRING LINE
1% MIN. ELOPE 12„
SPRING LINE
t_.5•
720.1
4" SCH. 40
V15PVC
15
AVITY SEWER MAIN
CAP ON
(SEE
SPECIFICATIONS)
t." STUB OUT
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N,C.
I
SEWER
LATERAD
{� Z0' 101,11' U.LP. OR RIP., SANITARY SEWER PIPE
UNDISTURBED GROUND,
SANITARY SEWER R/W
TEE R
MASONRY
PROTECTIVE
' - WALL WITH �
TIES Oil PIIIIELQcAT0T WAI v T .
4•r 1'4 OF LGtaTeO qY:R
qd.P„ EVERY 12" ru FET snkLP --STAINLESS STEEL STRAP
STORM DRAIN PIPE
E M DRAIN R W
t
PERMAN NT STORM
0 d KP. ORQ1`5 4IIA
A �£ SPAMC.
THE SANITARY SEWER AND STORM DRAINAGE RIGHTS OF WAY MAY OVERLAP;
..HOWEVER THE PIPE AND ASSOCIATED STRUCTURES MUST NOT BE IN THE OTHER -
UTILITY'S RIGHT OF WAY. THE SANITARY SEWER RIGHT OF WAY WIDTHS SHALL
aaP Po -P P P Pd' P ' BE AS OUTLINED IN C.M.U.D. S DESIGN MANUAL. THIS DETAIL DOES NOT APPLY
t - Boa?•Pap pP PPP TO STORM DRAINAGE UTW2ING OPEN CHANNEL FLOW,
D.CP.BEND # avovoov-PPo ova
PPS �v4 `` PPPPP PLAN VIEW
'.S ��PPPP�`P PO OPDO `tu PPP`��P�P -
+ Podaoopob�a°°$$ppPP°$P3v�PP_��P�YPtiP
1 '�gPPO npOtP PP PPAPP PPP P' PP
OPTION,A, #,67 STONE
UPT Oi! B' - PIPE
GENrRAE NOTES: THE VERTICAL SEPARATION GUIDELINE
WILL BE USED UP TO THE POINT WHERE
THE TWO RIGHTS OF WAY ADJOIN EACH
.... - OTHER.
THE SANITARY SEWER AND STORM DRAINAGE PIPES
i11 CARE t1UST B� TAKEN,TO FORK A SMOOTri F r#I tlEp TROUG 0?' F tar. � p '� � ALLY
,._... O - N I J C1 FROM _N1 RAT. _,. S I ES 1:0 EXIT PIPE,I.AI'{D 111 CLRV,_D MUST BE NO CLOSER TOGETHER HORIZONTALLY
FF
I r
MANHOLE � THE TROUGH EE THE TOP
SAN _ Ta{ R 6H I'iUST E A SMOOTH CIRCULAR A THE VERTICAL DISTANCE BETWEEN E
R f R RC TANGENT TO THE iN�IDC WALLS, 0 THEN
OF Tkfc r'lP�a t1 T E t!
T NIKE O
i
L AND BOTTOM OF HE
r,rl
I ! r I
OF THE HIGHER PIPE AN H B T
2 THE SLOPE E r THE OUT501 I J P Q 0 TSI 'DROP TROUaIi SHALL BE 1IIr)' PEP' FOOT. 1 LOWER PIPE, A MAINTENANCE CREW MUST BE ABLE
„ r . - W M
(3) ALL .PIPc 911cN1i`<6S TO BE NO GREATER,TIIAN 3. :LAKGcR THAN OF PIPE D- I,.. r - TO DIG DOWN TO THE LOWER PIPE SLOPING THE
T I . AND ADDITIONALLY RC(IlrORCED r�iTH fl4flllll°tUM OF 0.20 SQ.
"'S '" � `.'rr„ ^- - � - DITCH ON A 1:1 SLOPE AND NOT EXPOSE THE HIGHER
Or STEEL AT 90 DEGREES. NiPG TO BE [EPdTERcD IN OPENINGS. ADDITIONAL r{e1,IF CORED �: rr
ORLc(NG NQ I keTUIt2E O
R li FOR COR_G Q, s.N1Pd��.
-r N -
(41 OUTSIDE DROP SHALL PI(iT EHTE12 MANHOLE IN FORE SECTION. PIPE PIPE.
(5) MATCH OftdP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE. PROFILE VIEW
NOT TO SCA
REV. DATE
STANDARD DETAIL,
SCALE: r OVERLAPPING STORM DRAINAGE
STANDARD
UNIOPI COUNT'f CFC. �� N.T:S' VILLAGE OF MARVIN STD, NO.
O S' l D MANHOLE DATE: — DRAWING
DROP ( b SANITARY SEVER EASEMENTS5.7_11;, ( 313.1
IN
a
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0
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Z
SAWCUT MIN 3 INCH OF S9.5B
IN TWO 1.5 INCH LIFTS
EXISTING PAVEMENT (VARIES)
SAWCUT
Lu
c�
J
EXISTING BASE (VARIES)
,2"
II�III_I
I' ( MIN 8 INCH ABC OR
4 INCH B25.OB
NOTES
II—�1
1. ALL TRENCHES SHALL BE
BACKFILLED WITH SUITABLE MATERIAL.
N
I
EXISTING UTILITY
SUITABLE BACKFILL
2. THE BACKFILL SHALL BE PLACED
{
I
REFER TO NOTES
I I
IN LIFTS NOT TO EXCEED SIX (6)
i
a
INCHES AND EACH LIFT COMPACTED
TO A MINIMUM OF 95% STANDARD
CEJ
CO
PROCTOR.
C\2
24" MIN. —
3. COMPACTION SHALL BE BY
0� u
P;�Z
MECHANICAL METHODS.
4. WHEN THE EXISTING PAVEMENT
DEPTH IS GREATER THAN THREE (3)
co
�
INCHES, CONTACT THE ENGINEER
FOR THE MINIMUM REQUIRED PAVEMENT
DESIGN.
NOT TO SCALE
REV, DATE
VILLAGE OF MARVIN STANDARD
PAVEMENT PATCHING DETAIL
STD. NO.
_ _ _ DRAWING
720.1
IN
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